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HomeMy WebLinkAbout04 ILM Cold Storage Facility PlansILM COLD STORAGE FACILITY WILMINGTON INTERNATIONAL AIRPORT SCALE: 1" = 100'LOCATION MAP2 SHEET INDEX1PROJECT INFORMATION3 SCALE: NOT TO SCALEVICINITY MAP4 IL M C O L D S T O R A G E F A C I L I T Y 08 8 7 9 - 0 0 0 3 NAME: ILM COLD STORAGE FACILITY CONTRACTOR: EVANS GENERAL CONTRACTORS, LLC 4509 CREEDMOOR ROAD, SUITE 401 RALEIGH, NC 27612 ENGINEER: MCKIM & CREED, INC 243 N. FRONT ST. WILMINGTON, NC 28401 PHONE: 910.343.1048 RICHARD A. MOORE, PE RAMOORE@MCKIMCREED.COM SURVEYOR: MCKIM & CREED, INC 243 N. FRONT ST. WILMINGTON, NC 28401 PHONE: 910.343.1048 CHAD BURCHETTE, PLS CBURCHETTE@MCKIMCREED.COM 30% PROGRESS SET 04/15/2022 04 / 1 5 / 2 0 2 2 PROPOSED COLD STORAGE FACILITY SITE MARTIN LUTHER KING JR PARKWAY NORTH 23RD STREET ILM INTERNATIONAL AIRPORT AIRPORT BOULEVARD ISOLATED WETLAND GORDO N R D BL U E C L A Y R D 2 3 R D S T CA S T L E H A Y N E R D MA R T I N L U T H E R KI N G J R P K Y KER R A V E PROPOSED STOCKPILE SITE CURRENT STOCKPILE SITE I L M A I R P O R T GARDNER DRIVE GARDNER DRIVE Sheet List Table Sheet Number Sheet Title G001 COVER G002 GENERAL NOTES CX100 EXISTING CONDITIONS CD100 DEMOLITION AND TREE REMOVAL PLAN CS100 OVERALL SITE PLAN CS101 ENLARGED SITE PLAN CS102 ENLARGED SITE PLAN CS103 ENLARGED SITE PLAN CE101 SEDIMENT AND EROSION CONTROL - PHASE 1 CE102 SEDIMENT AND EROSION CONROL - PHASE 2 CG100 OVERALL GRADING AND DRAINAGE PLAN CG101 ENLARGED GRADING AND DRAINAGE PLAN CG102 ENLARGED GRADING AND DRAINAGE PLAN CG103 ENLARGED GRADING AND DRAINAGE PLAN CU100 OVERALL UTILITIES PLAN CU101 ENLARGED UTILITIES PLAN CU102 ENLARGED UTILITIES PLAN CU103 ENLARGED UTILITIES PLAN CU104 ENLARGED UTILITIES PLAN CU105 ENLARGED UTILITIES PLAN CL100 OVERALL LANDSCAPE PLAN CL101 ENLARGED LANDSCAPE PLAN CL102 ENLARGED LANDSCAPE PLAN CL103 ENLARGED LANDSCAPE PLAN CS501 SITE DETAILS CE501 EROSION CONTROL DETAILS CE502 EROSION CONTROL DETAILS CG501 GRADING AND DRAINAGE DETAILS CG502 GRADING AND DRAINAGE DETAILS CU501 UTILITY DETAILS CU502 UTILITY DETAILS CU503 UTILITY DETAILS CL501 LANDSCAPE DETAILS CONSTRUCTION NOTES 1.CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY STANDARDS AND SPECIFICATIONS. 2.CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING UTILITIES FROM THE APPROPRIATE PARTIES PRIOR TO CONSTRUCTION. 3.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAGMEN, ETC. AS NECESSARY TO ENSURE SAFETY TO THE PUBLIC. 4.THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS REGARDING PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES AND CONDITIONS WHICH EXIST ALL LINES OF WORK AND BELOW THE SURFACE OF THE GROUND. THE OWNER AND ENGINEER DISCLAIM ANY RESPONSIBILITIES FOR THE ACCURACY OR COMPLETENESS OF SAID INFORMATION, AND SUCH INFORMATION IS BEING SHOWN ONLY FOR THE CONVENIENCE OF THE CONTRACTOR WHO MUST VERIFY THE INFORMATION TO HIS OWN SATISFACTION DURING THE BIDDING AND CONSTRUCTION PHASES. IF THE CONTRACTOR RELIES ON SAID INFORMATION, HE DOES SO AT HIS OWN RISK. THE GIVING OF THE INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF HIS OBLIGATIONS TO SUPPORT AND PROTECT ALL PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES, WHETHER ABOVE OR BELOW GRADE. 5.SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT THE CONTRACTOR'S EXPENSE. 6.THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF UNDERGROUND UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF NECESSARY, SHALL BE COORDINATED WITH THE OWNER. 7.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, PROJECT SPECIFICATIONS, AND LOCAL BUILDING CODES. 8.ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.) 9.WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER OVER THE PIPES BELOW PROPOSED GRADE UNLESS SHOWN OTHERWISE ON THESE PLANS OR DIRECTED OTHERWISE BY THE ENGINEER. 10.ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET AND ADJUSTED TO FINISHED GRADE. 11.THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH TEMPORARY AND PERMANENT. 12.THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR TO STAKING OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 13.ANY PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE. 14.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PLANS. 15.FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF CURB AND SHALL HAVE A CLEAR SPACE OF 3 FEET FROM ANY PERMANENT STRUCTURE PER CFPUA STANDARDS. 16.ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES. SEE SECTION FOR PLACEMENT AND COMPACTION INFORMATION. 17.THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S). 18.EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL. 19.ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL. 20.THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF-SITE SPOIL AREAS FOR DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY. OFF-SITE SPOIL AREAS MUST BE SUBMITTED TO THE ENGINEER AND APPLICABLE REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY THE APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF-SITE SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING THE OFF-SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND UTILIZING THE OFF-SITE SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID. UTILITY COMPANY CONTACTS DUKE/PROGRESS ENERGY:SID LIVINGSTON/MARK HATFIELD (910) 452-2777 DUKE ENERGY (TRANSMISSION): BILL WILDER (910) 772-4903 AT&T: JAMES BATSON (910) 452-5300 SPECTRUM: ROBERT JOHN (910) 216-4494 PIEDMONT NATURAL GAS: PAUL GONKA (910) 512-2841 DJ MEDEIROS (910) 431-3233 CAPE FEAR PUBLIC UTILITY AUTHORITY: (910) 332-6550 MATERIALS AND EASEMENT NOTES: 1.ALL DROP INLETS ARE NCDOT STD 840.14, 840.16 2.ALL STORM DRAINAGE PIPING TO BE CLASS IV RCP, UNLESS OTHERWISE NOTED 3.ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE CONTAINED WITHIN A PUBLIC DRAINAGE EASEMENT WHOSE WIDTH IS DETERMINED BY THE DEPTH OF BURY 4.ALL SANITARY SEWER LINES AND WATERLINES SHALL BE C-900 PVC, UNLESS OTHERWISE NOTED AND MEET CAPE FEAR PUBLIC UTILITY SPECIFICATIONS 5.A PUBLIC UTILITY EASEMENT SHALL BE RESERVED WITHIN THE STREET RIGHT-OF-WAY. A 10' NON-MUNICIPAL EASEMENT SHALL BE RESERVED ALONG BOTH SIDES OF ALL STREETS 6.WATER AND SANITARY SEWER UTILITIES ARE PUBLIC - CAPE FEAR PUBLIC UTILITY AUTHORITY EXCAVATION, GRADING, AND BACKFILLING NOTES 1.ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENT MATERIAL SHALL BE COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY THE ASTM D 698 STANDARD PROCTOR TEST METHOD. IN THE EVENT THAT MATERIAL ENCOUNTERED AT PIPE GRADE, SUBGRADE OF PARKING OR ROADWAYS AND SUBGRADE OF BUILDING FOUNDATIONS IS FOUND TO BE SOFT, SPONGY, OR IN ANY OTHER WAY UNSUITABLE, THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER IMMEDIATELY. SUCH UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AS SPECIFIED BY THE GEOTECHNICAL ENGINEER AND REPLACED WITH A MINIMUM OF SIX (6) INCHES OF STONE, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 2.BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER INSTALLATIONS, EARTH FILL SHALL BE SOLIDLY TAMPED AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE (1) FOOT ABOVE THE TOP OF THE PIPE. CARE SHALL BE TAKEN TO PREVENT ANY DISTURBANCE TO THE PIPE OR DAMAGE TO NEWLY MADE JOINTS. THE FILLING OF THE TRENCH SHALL BE CARRIED OUT SIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN SUCH A MANNER THAT INJURIOUS SIDE PRESSURES DO NOT OCCUR. 3.THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE AND OBJECTIONABLE MATERIALS. BEFORE PLACING ANY BACKFILL, ALL RUBBISH, FORM, BLOCKS, WIRES OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM EXCAVATION. THE BACK-FILLING OVER PIPES SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-FIVE (95) PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST TO A DEPTH OF 12 INCHES BELOW FINISHED GRADE. THE LAST 12 INCHES OF BACKFILL SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-EIGHT (98) PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST. STORM DRAINAGE AND GRADING NOTES 1.IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES REGULATIONS, AND NCDENR REQUIREMENTS, STORMWATER DISCHARGE OUTFALLS SHALL BE INSPECTED BY THE CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY THE CONTRACTOR AFTER EACH STORM EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLY INSPECTION MINIMUM. NCDENR STANDARD INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH COPIES PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE CONTRACTOR. 2.INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE CONSTRUCTED TO FINAL PROPOSED CONDITION UPON STABILIZATION OF CONTRIBUTING GROUND SURFACES AND REMOVAL OF SEDIMENT FROM STORM PIPES. 3.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 4.UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONS NOTED ON PLANS INDICATE FINISHED GRADE OR PAVEMENT SURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE INDICATED. 5.COORDINATION WITH CITY SURVEYOR TO DETERMINE MONUMENTATION IS REQUIRED. NOTE ON PLANS. 6.CONTRACTOR TO COORDINATE WITH CITY OF WILMINGTON CONSTRUCTION INSPECTOR TO ENSURE EDGE OF CATCH BASIN GRATES ALIGN WITH TRAVEL LANE AS REQUIRED. NOTE (G.S. 113A-57 (2)) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. EROSION CONTROL NOTES 1.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE. ANY BUILDER THAT ANTICIPATED THE DISTURBANCE OF MORE THAN ONE ACRE WILL BE REQUIRED TO GET AN EROSION CONTROL PERMIT FROM NEW HANOVER COUNTY. 3.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 4.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NEW HANOVER COUNTY. 5.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. 6.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER, AND OWNER. 7.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED. 8.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. 9.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE PRIOR TO ANY RAIN EVENT. FIRE PROTECTION NOTES 1.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC. 2.HYDRANTS MUST BE LOCATED WITHIN THE RIGHT OF WAY OR FIRST 5-FEET OF NON-MUNICIPAL EASEMENT. 3.COMBUSTIBLE MATERIALS MAY NOT BE STORED OR ERECTED ONSITE WITHOUT COUNTY FIRE INSPECTOR APPROVAL. 4.NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF ANY BUILDING(S). 5.CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. 6.FIRE HYDRANTS ARE TO BE INSTALLED PER CFPUA SPECIFICATIONS. EROSION CONTROL MAINTENANCE PLAN: 1.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED, AS NECESSARY, EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF (0.5) INCH OR GREATER RAINFALL. 2.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 3.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 4.ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5.STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS REQUIRED. 6.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.  ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 7.INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. 8.CHECK THE SEDIMENT BASIN EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. 9.INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. INLET PROTECTION SHOULD BE CLEANED OUT WHEN IT IS HALF FULL. 10.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREAS HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. 11.INSPECT THE SKIMMER FOR CLOGGING. PULL THE SKIMMER TO THE SIDE OF THE BASIN AND REMOVE ANY DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER AND THE ARM OR BARREL PIPE FOR CLOGGING; IF CLOGGED, REMOVE THE DEBRIS. 12.INSPECT PERMANENT AND TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. 13.INSPECT WATTLES ONCE A WEEK AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. CORRECT ALL DAMAGE FROM SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM/WADDLE AND EROSION FROM HIGH FLOWS AROUND EDGES OF DAM IMMEDIATELY.IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL PER NCDENR PRACTICE 6.31. REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO THE CHANNEL VEGETATION/LINING, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM/WADDLE. ADD STONES TO CHECK DAMS AND REPAIR/REPLACE WATTLES AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 14.INSPECT SILT FENCE ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 15.INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OF IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR OR REPLACE RIPRAP AS REQUIRED TO MAINTAIN EFFECTIVENESS. CONTROL WEED AND BRUSH GROWTH AS NEEDED. 16.IF PROPOSED STORMWATER CONTROL MEASURES ARE USED AS SEDIMENT BASINS DURING CONSTRUCTION, THEN PRIOR TO SCM CERTIFICATION THE CONTRACTOR SHALL CLEAN THE SEDIMENT FROM THE SCM, INSTALL FOREBAY BERM, INSTALL EMERGENCY OUTFALL MEASURES, AND GENERALLY BRING THE SCM INTO COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND NCDEQ RULES AND REGULATIONS. 17.INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIKE. CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION. WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL SURFACE. DEMOLITION NOTES 1.THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD DEMOLITION CONDITIONS. 2.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED DEBRIS ASSOCIATED WITH THE PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE WORK, INCLUDING BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION ACTIVITIES, SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS. 4.THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO BEGINNING ANY DEMOLITION. CONTRACTOR SHALL CONTACT NC ONE CALL AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. 5.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND ENGINEER IMMEDIATELY. 6.THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING AND ABANDONING ALL EXISTING UTILITIES WITH THE OWNER UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND ASSOCIATED PIPING, ETC. NOT IN USE ON THE SITE SHALL BE PROPERLY ABANDONED AND REMOVED AS REQUIRED. COORDINATE WITH THE OWNER. 7.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT REMAIN IN SERVICE DURING DEMOLITION. 8.THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND THE TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION AND CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE INSPECTION WITH THE OWNER AND ENGINEER PRIOR TO PROJECT CLOSEOUT. 9.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING THE ENGINEER FOR THE REQUIRED INSPECTIONS ON THE PROJECT. 10.WETLANDS DO EXIST ON SITE. WETLANDS WILL NOT BE DISTURBED DURING CONSTRUCTION OF THIS PROJECT. UTILITY NOTES 1.SCHEDULE A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND SEWER LINES. 2.WATER AND SANITARY SEWER UTILITY MAINS ARE PRIVATE BEYOND THE PUBLIC STREET RIGHT-OF-WAY. 3.THIS PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THE "FINAL APPROVAL". 4.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO CFPUA AND APPROVED BY USCFCCCHR OR ASSE. 5.BACKFLOW PREVENTION AND METERS WILL BE PROVIDED FOR BOTH FIRE LINES (RPDA) AND DOMESTIC SERVICE (RPZ). FIRE LINE BACKFLOW PREVENTER AND DOMESTIC SERVICE BACKFLOW PREVENTER WILL BE LOCATED AS SHOWN ON THE UTILITY PLANS. INSTALLER OF BACKFLOW PREVENTERS MUST CONTACT CFPUA PRIOR TO INSTALLING UNITS TO GIVE CFPUA THE OPTION TO VERIFY INSTALLATION PROCEDURES. 5.1.REDUCED PRESSURE PRINCIPLE ASSEMBLY FOR DOMESTIC WATER SERVICE 5.2.REDUCE PRESSURE DETECTOR ASSEMBLY WILL BE UTILIZED FOR THE BACKFLOW PREVENTER ON THE FIRE SERVICE. 6.IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 7.WATER: 1.5" AND 2" PVC SERVICES SHALL BE CONSTRUCTED USING ASTM D2241, IPS, GASKETED PIPE, SDR 21. 4"-12" PVC MAINS AND SERVICES SHALL BE CONSTRUCTED USING AWWA C-900 PVC, CL235 (DR-18). REQUIREMENTS OF AWWA C900 ELASOMERIC PUSH-ON JOINTS. 8.SANITARY SEWER: FOR PIPE SIZES 4" AND 6" PIPE SHALL BE SCH 40 CONFORMING TO THE REQUIREMENTS OF ASTM D1785 WITH SOLVENT WELD JOINTS CONFORMING TO ASTM D2672. FOR PIPE SIZES 8" THROUGH 12", PIPE SHALL BE CLASS 150, DR18 CONFORMING TO THE REQUIREMENTS OF AWWA C900 WITH ELASTOMERIC PUSH-ON JOINTS CONFORMING TO ASTM D3212 OR ASTM D3139. 9.WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY PUBLIC WATER SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDENR. 10.WATERLINE TRACER WIRE: SEE CFPUA DETAIL WD-17. 11.SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER SERVICE TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS. 12.MAXIMUM BENDING RADIUS FOR 8" C-900 PVC WATER MAIN BENDS IS 380' (ONE-HALF MANUFACTURER'S RECOMMENDED ALLOWABLE LONGITUDINAL BENDING). 13.UNDERGROUND UTILITIES: ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE SUCH PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER. UNDERGROUND TERMINAL FACILITIES FOR STREET LIGHTING ALONG THE PUBLIC STREETS ABUTTING THE SUBJECT SITE SHALL BE INSTALLED BY THE DEVELOPER. 14.MINIMUM OF 36" COVERAGE ABOVE ALL WATERMAINS. 15.MINIMUM OF 36" VERTICAL SEPARATION BETWEEN WATERLINES AND STORMDRAIN CURB INLETS 16.A VARIANCE IS NOT ANTICIPATED FROM ANY NORTH CAROLINA DIVISION OF WATER QUALITY (DWQ) REQUIREMENT. 17.PLANS ARE IN COMPLIANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY TECHNICAL STANDARDS AND SPECIFICATIONS. RELATION OF WATER MAINS TO SANITARY SEWERS: 1.LATERAL SEPARATION OF SANITARY SEWERS AND WATER MAINS: WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE: 1.1.THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR 1.2.THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE THE TOP OF THE SEWER. 2.CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 24 INCHES ABOVE THE TOP OF THE SEWER MAIN. UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. 3.CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. 4.CROSSING A SEWER MAIN/WATER MAIN OVER OR UNDER A STORM DRAIN: WHENEVER IT IS NECESSARY FOR A SEWER MAIN/WATER MAIN TO CROSS A STORM DRAIN PIPE, THE SEWER MAIN/WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER MAIN/WATER MAIN NEAREST TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 24 INCH CLEAR SEPARATION DISTANCE HORIZONTAL, OR THE SEWER MAIN/WATER MAIN SHALL EITHER BE CONSTRUCTED OF DUCTILE IRON PIPE OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET ON EITHER SIDE OF THE CROSSING. CONSTRUCTION SEQUENCE: 1.OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY. 2.HOLD A PRE-CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR. 3.INSTALL GRAVEL CONSTRUCTION ENTRANCE, COMMENCE CLEARING TO INSTALL SILT FENCE AND ROUGH GRADING OPERATIONS TO ESTABLISH TEMPORARY DIVERSION DITCHES, AND SEDIMENT BASINS. 4.ROUGH GRADE ROADWAY AND SITE. 5.INSTALL STORM DRAINAGE SYSTEM WITH OUTLET PROTECTION DEVICES. 6.CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER). 7.PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE STABILIZED WITH TEMPORARY VEGETATIVE COVER. 8.STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED. 9.ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND RESTORE TO ORIGINAL DIMENSIONS. TREE PROTECTION NOTES 1.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 2.NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDE THE PROJECT BOUNDARY SHOWN ON THE PLANS, UNLESS OTHERWISE NOTED. TREE PROTECTION FENCING IS SHOWN OUTSIDE OF PROJECT BOUNDARY FOR PROTECTION OF EXISTING TREES IN CLOSE PROXIMITY TO PROPOSED CONSTRUCTION. 3.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AND CONTRACTOR SHALL RECEIVE ADEQUATE INSTRUCTIONS ON TREE PROTECTION METHODS. 4.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. 5.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. 6.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS. 7.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD AND ANY TREES IN ANY REQUIRED BUFFERS SHALL TO BE RETAINED [62.1-3(1) (A) & (B)]. CAPE FEAR PUBLIC UTILITY AUTHORITY CONSTRUCTION PROCEDURE: 1.THE DESIGN ENGINEERING SHALL SUBMIT 3 SETS OF FINAL DESIGN PLANS AND APPROVED SPECIFICATIONS PRIOR TO SCHEDULING THE PRE-CONSTRUCTION MEETING. 2.SUBMITTALS FOR MATERIALS SHOULD BE MADE IN ACCORDANCE WITH CFPUA SPECIFICATION SECTION 01340. MATERIAL SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL PHYSICAL ASSETS TO ENSURE THEY COMPLY WITH CFPUA TECHNICAL SPECIFICATIONS AND DETAILS. THESE SUBMITTALS ARE PROJECT-SPECIFIC, AND MUST INCLUDE OR HIGHLIGHT ONLY THE SPECIFIC MATERIALS TO BE USED IN THE PROJECT. THE SUBMITTAL APPROVAL PROCESS IS GENERALLY AS FOLLOWS: MATERIAL VENDOR FURNISHES SUBMITTALS TO THE CONTRACTOR BASED ON THE PROJECT REQUIREMENTS. CONTRACTOR REVIEWS THE SUBMITTALS FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DRAWINGS, CFPUA TECHNICAL SPECIFICATIONS AND DETAILS, AND FORWARDS TO THE DEVELOPER’S ENGINEER-OF-RECORD WHEN COMPLETE. THE DEVELOPER'S ENGINEER-OF-RECORD VERIFIES COMPLIANCE, STAMPS AND SIGNS THE SUBMITTAL, AND FORWARDS THE PACKAGE TO THE CFPUA CONSTRUCTION MANAGER. IF IT IS DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE ENGINEER SHALL RETURN IT TO THE CONTRACTOR FOR CORRECTION AND RESUBMISSION AS NOTED ABOVE. CFPUA’S CONSTRUCTION MANAGER REVIEWS THE SUBMITTAL FROM THE DEVELOPER’S ENGINEER-OF-RECORD, VERIFIES COMPLIANCE, AND NOTIFIES THE ENGINEER THAT THE MATERIALS ARE APPROVED FOR CONSTRUCTION. IF IT IS DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE SUBMITTAL WILL BE RETURNED TO THE ENGINEER FOR CORRECTION AND RESUBMISSION AS NOTED ABOVE. 3.ANY REQUEST FOR DEVIATIONS FROM THE STAMPED DRAWINGS AND MATERIAL SUBMITTALS MUST BE SUBMITTED TO THE CFPUA CONSTRUCTION MANAGER. THE DEVIATION WILL BE REVIEWED BY CFPUA STAFF. THE ENGINEER, CONTRACTOR AND CFPUA INSPECTOR WILL BE NOTIFIED IF IT IS APPROVED, NEEDS TO BE REVISED AND RESUBMITTED OR REJECTED. ANY CHANGES TO THE STAMPED CONSTRUCTION DOCUMENTS MADE IN THE FIELD BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER OF RECORD AND CFPUA CONSTRUCTION MANAGER. THE CFPUA INSPECTOR CANNOT APPROVE MAJOR CHANGES FROM THE STAMPED CONSTRUCTION DOCUMENTS. 4.THE CFPUA INSPECTOR SHALL BE NOTIFIED WHEN ANY MATERIAL IS DELIVERED TO THE JOB SITE. THE CFPUA INSPECTOR WILL VERIFY THAT ALL MATERIALS MEET CFPUA SPECIFICATIONS, DETAILS, AND/OR APPROVED SUBMITTAL. THE CFPUA INSPECTOR WILL NOTIFY THE CONTRACTOR AND THE CFPUA CONSTRUCTION MANAGER OF ANY UNAPPROVED MATERIAL, AND THAT THE UNAPPROVED MATERIAL MUST BE REMOVED FROM THE PROJECT SITE. 5.CONTRACTOR SHALL GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING TO THE ASSIGNED CFPUA INSPECTOR FOR EACH OF THE FOLLOWING: -OPERATING A CFPUA VALVE (INCLUDES TAPPING VALVES) -WHEN BEGINNING CONSTRUCTION AND IF THE CONTRACTOR PULLS OFF THE SITE -LAYING OUT OF ANY CONNECTION IN EXISTING MANHOLE -CUTTING IN ANY NEW MANHOLES ON EXISTING LINES -CORING ANY MANHOLES -CONNECTING TO AN EXISTING SEWER FORCE MAINS -CONNECTING ONTO EXISTING WATER LINES -ANY BORES AND THREADING CARRIER PIPES -ALL CAMERA WORK, TESTING, CHLORINATION AND WATER SAMPLING -ALL TESTING CAPE FEAR PUBLIC UTILITY AUTHORITY TESTING PROCEDURE: 1.ALL STRUCTURES, PRESSURE PIPING AND GRAVITY SEWER PIPING SHALL BE TESTED BY THE CONTRACTOR AS SPECIFIED IN THE CFPUA SPECIFICATIONS IN ACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY THE CFPUA INSPECTOR. ALL TESTING MUST BE CONDUCTED IN THE PRESENCE OF THE CFPUA INSPECTOR. THE CONTRACTOR IS TO GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING, TO THE ASSIGNED CFPUA INSPECTOR FOR ALL TESTING. 2.ALL PRESSURE PIPE LINES MUST BE SUBJECTED TO HYDROSTATIC TESTING IN ACCORDANCE WITH THE APPROPRIATE CFPUA SPECIFICATION. THESE PIPE LINES SHALL BE TESTED TO 150 PSI FOR A PERIOD OF TWO (2) HOURS. IF THE PRESSURE DROPS MORE THAN THREE (3) PSI, THE TEST FAILS. REFER TO THE APPROPRIATE CFPUA SPECIFICATION FOR MORE INFORMATION ON THE PROCEDURE. 3.ALL WATER MAINS AND SERVICES MUST BE FLUSHED, CHLORINATED AND SAMPLED IN ACCORDANCE WITH THE CFPUA SPECIFICATION 02660 AND AS DIRECTED BY THE CFPUA INSPECTOR. 4.SEWER LINE SEGMENT TESTING: EACH SEWER LINE SEGMENT (THE SEWER MAIN BETWEEN MANHOLES) SHALL BE TESTED: THIRTY (30) DAYS AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL SEWER LINE SEGMENTS AND ALL SERVICES SHALL BE CAMERA INSPECTED AND VIDEO RECORDED. THE CFPUA INSPECTOR WILL REVIEW THE VIDEO RECORDING FOR ACCEPTANCE. AS AN ALTERNATIVE TO WAITING THIRTY (30) DAYS TO PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM, THE CFPUA MAY ACCEPT CERTIFICATION FROM A SOIL TESTING FIR VERIFYING THAT THE BACKFILL OF THE TRENCH HAS BEEN COMPACTED TO AT LEAST 95% MAXIMUM DENSITY. AFTER TWO (2) PAPER COPIES OF THE AS-BUILTS HAVE BEEN SUBMITTED TO THE CFPUA INSPECTOR. AFTER GRAVEL HAS BEEN INSTALLED ON ALL ROADWAYS. 5.VIDEO INSPECTION TESTING: THE CONTRACTOR SHALL PROVIDE A DVD(S) OF EACH SEWER LINE SEGMENT AND SERVICE LINE TO ENSURE THAT THE LINES MEET MINIMUM STANDARDS. THE DVD(S) WILL BE REVIEWED IN THE ORDER THEY ARE RECEIVED. THE TYPICAL REVIEW TIME IS GENERALLY TEN (10) TO FIFTEEN (15) BUSINESS DAYS BUT WILL DEPEND ON THE COMPLEXITY OF THE PROJECT, SIZE, QUALITY OF THE DVD(S), ETC. THE MAIN LINE CAMERA INSPECTION MUST HAVE PROJECT NAME, FOOTAGES, MANHOLE NUMBERS, AND DATES OF INSPECTION. THE SERVICE LINE CAMERA INSPECTION MUST INCLUDE PROJECT NAME, FOOTAGES, ADDRESS AND/OR LOT NUMBER, AND DATE OF INSPECTION. THE CAMERA INSPECTION MUST SHOW THE FULL DIAMETER OF THE PIPE. THE CAMERA INSPECTION MUST BE PERFORMED UPON COMPLETION OF CLEANING AND POTABLE WATER INTRODUCED INTO THE SYSTEM TO BE TESTED. ALL DEFECTS IN THE PIPELINE AND APPURTENANCES SHALL BE REMEDIED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CFPUA AND WILL BE RE-INSPECTED AS OUTLINED ABOVE. 6.TWO (2) SETS OF AS-BUILT RECORD DRAWINGS SHALL BE PROVIDED IN ACCORDANCE WITH CFPUA SPECIFICATION SECTION 01720 FOR REVIEW. TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 G002 GENERAL NOTES TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 CX100 EXISTING CONDITIONS TRACT 2 NON-AERONAUTICAL TRACT 29.42 ACRES TOTAL 1.18 ACRES GARDNER DRIVE R\W TO BE CLOSED TRACT 1 AERONAUTICAL TRACT 10.00 ACRES NEW HANOVER COUNTY AIRPORT AUTHORITY NEW HANOVER COUNTY AIRPORT AUTHORITY NEW HANOVER COUNTY AIRPORT AUTHORITY NEW HANOVER COUNTY AIRPORT AUTHORITY HVAC( S ) BU I L D I N G TYPICAL TREE TO BE REMOVED GARDNER ROAD REMOVAL - ROW TO BE REMOVED GRAVEL DRIVE REMOVAL ± 1,990 LF OF FORCE MAIN REMOVAL; FORCE MAIN TO BE REROUTED ± 2,030 LF OF FENCE REMOVAL; FENCE TO BE REROUTED TYPICAL TREE TO REMAIN GRAVEL DRIVE REMOVAL 18LF OF STORM PIPE TO BE REMOVED 18LF OF STORM PIPE TO BE REMOVED 20LF OF STORM PIPE TO BE REMOVED OVERHEAD ELECTRIC TO BE REMOVED REMOVE EXISTING 24" RCP REMOVE EXISTING 24" RCP REMOVE EXISTING DROP INLET REMOVE EXISTING DROP INLET REMOVE EXISTING 30" RCP LEGEND AND NOTES1SCALE: 1"= 100'DEMO PLAN2 0 SCALE: 1"=20' (Horiz.) 40'20'20' TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 TREE REMOVAL PLAN 1. TREE REMOVAL WILL INVOLVE CLEARING OF THE VEGETATION UNDER THE ESSENTIAL SITE IMPROVEMENTS. DEMOLITION NOTES 1. NO EARTH DISTURBING ACTIVITIES INCLUDING TREE REMOVAL SHALL COMMENCE UNTIL ALL PERIMETER EROSION CONTROL MEASURES ARE IN PLACE IN ACCORDANCE WITH THE EROSION CONTROL SEQUENCE SHOWN IN THESE PLANS. 2. NO EARTH-DISTURBING ACTIVITY OR OTHER WORK SHALL TAKE PLACE WITHIN WETLANDS AREAS NOTED ON SURVEY. CONTRACTOR SHALL FIELD VERIFY WETLAND LIMITS FLAGGING IN PLACE AND SHALL NOT ENTER WETLAND AREAS. IF WETLAND FLAGGING IS MISSING OR OTHERWISE DAMAGES, IT IS THE CONTRACTOR'S RESPONSIBILITY TO NOTE WETLAND LIMITS AND PREVENT DISTURBANCE OR OTHER ACTIVITY WITHIN WETLANDS. 3. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR THE PROTECTION OF ALL PROPERTY CORNER MONUMENTS, AND SHALL HAVE, AT HIS EXPENSE, ALL CORNER MONUMENTS REPLACED WHICH ARE DISTURBED BY CONSTRUCTION ACTIVITIES. 4. CONTRACTOR IS RESPONSIBLE FOR REPAIRS OF DAMAGE TO ANY EXISTING IMPROVEMENTS, AT HIS EXPENSE, DURING CONSTRUCTION, SUCH AS, BUT NOT LIMITED TO, DRAINAGE, UTILITIES, PAVEMENT, STRIPING, CURB, ETC. REPAIRS SHALL BE EQUAL TO OR BETTER THAN EXISTING CONDITIONS. 5. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTEND WITH ALL REGULATIONS GOVERNING THE DEMOLITION, REMOVAL, TRANSPORTATION AND DISPOSAL OF ALL DEMOLITION DEBRIS. 6. CONTRACTOR SHALL COMPLY TO THE FULLEST EXTENT WITH THE LATEST OSHA STANDARDS FOR EXCAVATION AND TRENCHING PROCEDURES. CONTRACTOR SHALL USE SUPPORT SYSTEMS, SLOPING, BENCHING, ETC. AS NECESSARY FOR THESE OPERATIONS, AND SHALL COMPLY WITH ALL OSHA PERFORMANCE CRITERIA. 7. CONTRACTOR SHALL TAKE SPECIAL CARE TO PROTECT ALL UTILITIES AND APPURTENANCES TO REMAIN. HARDSCAPE TO BE REMOVED UTILITY TO BE REMOVED DEMOLITION LEGEND FENCE TO BE REMOVED TREE TO BE REMOVED TREE LEGEND MISC HARDWOOD MAPLE BAY PINE LIVE OAK OAK MAGNOLIA GUM CRAPE CHERRY CEDAR CD100 DEMOLITION AND TREE REMOVAL PLAN GA R D N E R D R I V E B L U E C L A Y R O A D TAXIWAY C E N T E R L I N E + - TAXIWA Y O B J E C T F R E E Z O N E 750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE) C S X T R A N S P O R T A T I O N R A I L R O A D C E N T E R L I N E 3 0 ' U T I L I T Y E A S E M E N T 5 0 ' B U I L D I N G S E T B A C K 3 0 ' U T I L I T Y E A S E M E N T VANVAN VA N 67' 310 ' 88' 7 8 ' TRAILER STORAGE 15' X 55' EXISTING GRAVEL ACCESS EXISTING FENCE EMPLOYEE LOT 113 SPACES 2 ADA SPACES 26' DRIVE EMPLOYEE/VISITOR LOT 159 SPACES 5 ADA SPACES 30' DRIVE PROPOSED COLD STORAGE BUILDING 509,000 SF EXISTING RUNWAY WETLAND TRUCK RECEIVING AND DELIVERY WETLAND 19' 21' 15' SEWER PUMP STATION FAA FENCE FAA FENCE FAA FENCE 25' UTILITY EASEMENT FIRE ACCESS ROAD FIRE ACCESS ROAD LEGEND AND NOTES1SCALE: 1"= 100'OVERALL SITE PLAN2 0 SCALE: 1"=100' (Horiz.) 200'100'100' TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SITE INFORMATION PARCEL AREA:39.42 ACRES SITE ADDRESS:XX GARDNER DRIVE TOTAL NUMBER OF BUILDINGS:(1) COMMERCIAL FLOOD PLAIN: ZONE X - PANEL 3129 AREA DETERMINED TO BE OUTSIDE OF THE 0.2% ANNUAL CHANCE FLOODPLAIN PHASING: BUILDING AREA:509,783 SF GFA BUILDING HEIGHT:35' MINIMUM, 47' MAXIMUM NUMBER OF STORIES:2 IMPERVIOUS AREA:850,505 SF BUILT UPON AREA: PARCEL IDENTIFICATION NUMBER: R04200-001-025-00T R03300-005-006-000 R03300-005-007-000 R03300-005-007-001 R03300-005-008-000 ADJACENT PARCELS: ZONING:AC SETBACKS:REQUIRED PROVIDED FRONT:50'66' REAR (RUNWAY RESTRICTION LINE):750'752' SIDE, STREET:50'N/A SIDE INTERIOR:0'77' PARKING:278 CS100 OVERALL SITE PLAN VA N GA R D N E R D R I V E 750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE) 5 20 20 2020 14 14 14 14 14 EMPLOYEE/VISITOR LOT 157 SPACES 5 ADA SPACES 26' DRIVE PROPOSED BUILDING 509,000 SF 581 SF581 SF581 SF581 SF 581 SF581 SF 581 SF581 SF 24" CONCRETE CURB & GUTTER (TYP) 26' FIRE ACCESS ROAD 31' 22 ' 22 ' 22 ' 22 ' 22 . 0 0 ' 22' 26 ' 7 8 ' 2 6 ' 26' R19.50' R20.00' R4.50' (TYP) R4.50' (TYP) 12 7 ' 127'127' ADA PARKING SPACE (TYP) 9' (TYP) 18 ' ( T Y P ) 9' (TYP) 18' (TYP) FAA FENCE 25' PROPOSED UTILITY EASEMENT TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: 1"= 30'ENLARGED SITE PLAN3 LEGEND AND NOTES1 SCALE: 1"= 500'KEY MAP2 0 SCALE: 1"=30' (Horiz.) 60'30'30' CS101 ENLARGED SITE PLAN SURFACE MATERIAL LEGEND: ASPHALT PAVEMENT CONCRETE 8" BABC STONE NOTES: - ALL CURB TO BE SPILL CURB UNLESS NOTED DIFFERENTLY ON PLAN VANVAN B L U E C L A Y R O A D 750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE)750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE) C S X T R A N S P O R T A T I O N R A I L R O A D C E N T E R L I N E 3 0 ' U T I L I T Y E A S E M E N T 5 0 ' B U I L D I N G S E T B A C K 3 0 ' U T I L I T Y E A S E M E N T 2020 14 8 9 14 10 10 14 8 EMPLOYEE PARKING 113 SPACES 2 ADA SPACES TRAILER STORAGE 15' X 55' TRUCK RECEIVING AND DELIVERY LOT PROPOSED BUILDING 509,000 SF 581 SF581 SF581 SF581 SF 22 ' 22 ' 22' 22 ' 22 ' 22' 22' 26 ' 30' 127' 127' 73 ' 22' FC-FC R20.00'R20.00' R4.50' (TYP) R4.50' (TYP) 9' (TYP) 18' (TYP) 9' (TYP) 18' (TYP) 55' 15 ' R10.00' R20.00' 26' FIRE ACCESS ROAD FAA FENCE FAA FENCE SEWER PUMP STATION 25' PROPOSED UTILITY EASEMENT 30 ' 30' 30' RIBBON CURBRIBBON CURB TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: 1"= 30'ENLARGED SITE PLAN3 LEGEND AND NOTES1 SCALE: 1"= 500'KEY MAP2 0 SCALE: 1"=30' (Horiz.) 60'30'30' CS102 ENLARGED SITE PLAN SURFACE MATERIAL LEGEND: ASPHALT PAVEMENT CONCRETE 8" BABC STONE NOTES: - ALL CURB TO BE SPILL CURB UNLESS NOTED DIFFERENTLY ON PLAN TAXIWA Y O B J E C T F R E E Z O N E TRACT 1 AERONAUTICAL TRACT 10.0 ACRES PROPOSED CONCRETE JET RAMP PROPOSED TARMAC TO CONNECT RAMP TO RUNWAY EXISTING RUNWAY FAA FENCE WETLANDS TO REMAIN SCALE: 1"= 30'ENLARGED SITE PLAN3 LEGEND AND NOTES1 SCALE: 1"= 500'KEY MAP2 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 0 SCALE: 1"=30' (Horiz.) 60'30'30' CS103 ENLARGED SITE PLAN SURFACE MATERIAL LEGEND: ASPHALT PAVEMENT CONCRETE 8" BABC STONE NOTES: - ALL CURB TO BE SPILL CURB UNLESS NOTED DIFFERENTLY ON PLAN TRACT 2 NON-AERONAUTICAL TRACT 29.42 ACRES TOTAL 1.18 ACRES GARDNER DRIVE R\W TO BE CLOSED TRACT 1 AERONAUTICAL TRACT 10.00 ACRES NEW HANOVER COUNTY AIRPORT AUTHORITY NEW HANOVER COUNTY AIRPORT AUTHORITY NEW HANOVER COUNTY AIRPORT AUTHORITY NEW HANOVER COUNTY AIRPORT AUTHORITY GA R D N E R D R I V E B L U E C L A Y R O A D TAXIWAY C E N T E R L I N E + - TAXIWAY O B J E C T F R E E Z O N E 750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE) C S X T R A N S P O R T A T I O N R A I L R O A D C E N T E R L I N E 3 0 ' U T I L I T Y E A S E M E N T 5 0 ' B U I L D I N G S E T B A C K 3 0 ' U T I L I T Y E A S E M E N T TEMPORARY CONSTRUCTION ENTRANCE (TYP) SILT FENCE (TYP) 33 32 31 3 0 29 28 27 26 27 28 29 28 27 2 7 26 25 24 25 2 6 26 262 626 26 22 272 9 28 2 7 26 25 2 8 29 3 2 31 27 2828 25 2627 25 2424 25 20 21 22 23 2 4 26 25 TEMPORARY SEDIMENT SKIMMER BASIN (TSB-2) WITH FAIRCLOTH SKIMEMR TEMPORARY SEDIMENT SKIMMER BASIN (TSB-1) WITH FAIRCLOTH SKIMEMR TEMPORARY DIVERSION DITCH (TDD-1)TEMPORARY DIVERSION DITCH (TDD-2) TREE PROTECTION FENCING (TYP) TEMPORARY DIVERSION DITCH (TDD-3) TEMPORARY DIVERSION DITCH (TDD-4) TEMPORARY WATTLE / CHECK DAM (TYP) ROCK FITLER ARC 30" RCP CONNECT TO EXISTING STORM BOX LEGEND AND NOTES1SCALE: 1"= 100'SEDIMENT AND EROSION CONTROL - PHASE 12 0 SCALE: 1"=100' (Horiz.) 200'100'100' GENERAL EROSION CONTROL NOTES 1.SEE G002 / CE502 - EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES AND NCG01 GROUND STABILIZATION AND MATERIALS HANDLING FOR REQUIREMENT MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES 2.WHERE SILT FENCE IS REQUIRED IN THE SAME PLACE AS TREE PROTECTION FENCING, ORANGE SILT FENCE AND SIGNAGE FOR TREE PROTECTION MAY BE USED INSTEAD OF DUPLICATE FENCING. SIGNAGE MUST MEET NEW HANOVER COUNTY REQUIREMENTS FOR TREE PROTECTION DURING CONSTRUCTION. 3.SILT FENCE AND/OR TREE PROTECTION FENCE TO BE PLACED AT OR INSIDE LIMITS OF DISTURBANCE. THE PLANS ILLUSTRATE THE FENCING AS AN OFFSET FROM THE LIMITS OF DISTURBANCE FOR GRAPHIC CLARITY. 4.THE LIMITS OF DISTURBANCE LINE HAS BEEN SHOW AS AN OFFSET FROM THE SILT FENCING LINE FOR GRAPHIC CLARITY. 5.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE. 7.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 8.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NEW HANOVER COUNTY. 9.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. 10.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER, AND OWNER. 11.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED. 12.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. 13.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE PRIOR TO ANY RAIN EVENT. LIMITS OF DISTURBANCE AREA: 31.32 AC CONSTRUCTION ENTRANCE EROSION CONTROL SYMBOLS SILT FENCE LIMITS OF DISTURBANCE TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 CE101 SEDIMENT AND EROSION CONTROL - PHASE 1 27 28 26 27 2 5 2 6 2 7 2 7 28 28 28 28 27 26 27 LEGEND AND NOTES1SCALE: 1"= 100'SEDIMENT AND EROSION CONROL - PHASE 22 0 SCALE: 1"=100' (Horiz.) 200'100'100' GENERAL EROSION CONTROL NOTES 1.SEE 5/C12.0 - EROSION AND SEDIMENT CONTROL MAINTENANCE NOTES AND NCG01 GROUND STABILIZATION AND MATERIALS HANDLING FOR REQUIREMENT MAINTENANCE OF EROSION AND SEDIMENT CONTROL MEASURES 2.WHERE SILT FENCE IS REQUIRED IN THE SAME PLACE AS TREE PROTECTION FENCING, ORANGE SILT FENCE AND SIGNAGE FOR TREE PROTECTION MAY BE USED INSTEAD OF DUPLICATE FENCING. SIGNAGE MUST MEET NEW HANOVER COUNTY REQUIREMENTS FOR TREE PROTECTION DURING CONSTRUCTION. 3.SILT FENCE AND/OR TREE PROTECTION FENCE TO BE PLACED AT OR INSIDE LIMITS OF DISTURBANCE. THE PLANS ILLUSTRATE THE FENCING AS AN OFFSET FROM THE LIMITS OF DISTURBANCE FOR GRAPHIC CLARITY. 4.THE LIMITS OF DISTURBANCE LINE HAS BEEN SHOW AS AN OFFSET FROM THE SILT FENCING LINE FOR GRAPHIC CLARITY. 5.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 6.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE. 7.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 8.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NEW HANOVER COUNTY. 9.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. 10.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER, AND OWNER. 11.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED. 12.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. 13.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE PRIOR TO ANY RAIN EVENT. LIMITS OF DISTURBANCE AREA: 31.32 AC CONSTRUCTION ENTRANCE EROSION CONTROL SYMBOLS SILT FENCE LIMITS OF DISTURBANCE TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 CE102 SEDIMENT AND EROSION CONROL - PHASE 2 INLET PROTECTION GA R D N E R D R I V E B L U E C L A Y R O A D TAXIWAY C E N T E R L I N E + - TAXIWA Y O B J E C T F R E E Z O N E 750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE) C S X T R A N S P O R T A T I O N R A I L R O A D C E N T E R L I N E 3 0 ' U T I L I T Y E A S E M E N T 5 0 ' B U I L D I N G S E T B A C K 3 0 ' U T I L I T Y E A S E M E N T 46,623 SF SHIPPING / RECEIVING 123,596 SF CONTROLLED AMBIENT 232,492 SF 2 - 8 DEGREES CELCIUS 5,657 SF FREEZER FARM COMPACTOR COMPACTOR 15,896 SF CORRIDOR QU A R A N T I N E DEA CAGE DRIVE-IN RAMP 58,576 SF -20 DEGREES WALK-IN 10' x 10' DOOR 12' x 14' DRIVE-IN DOOR, TYP. 12' x 14' DRIVE-IN DOOR, TYP. 12' x 14' DRIVE-IN DOOR, TYP. 12' x 14' DRIVE-IN DOOR, TYP. 9' x 10' DOCK DOOR, TYP. 10' x 10' DOOR 10' x 10' DOOR 10' x 10' DOOR 10' x 10' DOOR 10' x 10' DOOR 10' x 10' DOOR DEA CAGE AIR SIDE AIR SIDE LA N D S I D E LA N D S I D E (200) ULT REFRIGERATORS FORKLIFT CHARGING AREA FORKLIFT CHARGING AREA SCRUBBER DUMP + PALLET CLEANING TRASH AREA GOWNING AREA GOWNING AREA GOWNING AREA 2,924 SF MAINT. SHOP FUTURE FREEZER FARM AREA 10' x 10' DOOR 10' x 10' DOOR 10' x 10' DOOR GENERATOR YARD GENERATOR YARD 501 SF ELECTRICAL 501 SF ELECTRICAL 501 SF ELECTRICAL 501 SF ELECTRICAL 521 SF FIRE PUMP VANVAN VA N SCALE: 1"= 100'OVERALL GRADING AND DRAINAGE PLAN2 LEGEND AND NOTES1 0 SCALE: 1"=100' (Horiz.) 200'100'100' TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 CG100 OVERALL GRADING AND DRAINAGE PLAN VA N GA R D N E R D R I V E 750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE) PROPOSED BUILDING 509,000 SF 28 28 29 2 7 2 5 26 27 27 27 26 26 26 27 27 27 27 2 6 2 5 26 27 25 25 26 26 26 27 26 27 2 6 2 5 24 27 2 7 26 2 5 24 2 2 2 3 2 2 2 3 24 25 24 2 5 25 2626 2 6 27 2 6 2 7 22 22 2 3 23 2 4 2 4 26 24" ( 2 3 9 ' L F ) 24" (165'L F ) Structure - (44) RIM=25.86 Structure - (45) RIM=26.69 42" ( 2 8 4 ' L F ) Structure - (55) RIM=12.29 3 6 " ( 1 6 4 ' L F ) 18" (148'LF) 18" (148'LF) 36 " ( 5 8 ' L F ) CB-9 RIM=26.81 Structure - (56) RIM=25.65 Structure - (57) RIM=25.35 CB-8 RIM=27.09 36 " ( 1 2 2 ' L F ) CB-7 RIM=27.64 36 " ( 8 6 ' L F ) CB-6 RIM=27.91 36" (120'LF) CB-4 RIM=28.46 CB-5 RIM=28.50 36" (322'LF) TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: 1"= 30'ENLARGED GRADING AND DRAINAGE PLAN3 LEGEND AND NOTES1 SCALE: NTSKEY MAP2 0 SCALE: 1"=30' (Horiz.) 60'30'30' CG101 ENLARGED GRADING AND DRAINAGE PLAN VANVAN B L U E C L A Y R O A D 750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE)750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE) C S X T R A N S P O R T A T I O N R A I L R O A D C E N T E R L I N E 3 0 ' U T I L I T Y E A S E M E N T 5 0 ' B U I L D I N G S E T B A C K 3 0 ' U T I L I T Y E A S E M E N T PROPOSED BUILDING 509,000 SF 36" (386'LF) CB-3 RIM=28.41 ADS DURASLOT SLOTTED DRAIN (TYP) 30" (457'LF) 30 " ( 4 2 ' L F ) 30" ( 2 8 ' L F ) 24" (57'LF) NYLOPLAST CATCH BASIN (TYP) NYLOPLAST CATCH BASIN (TYP) TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: 1"= 30'ENLARGED GRADING AND DRAINAGE PLAN3 LEGEND AND NOTES1 SCALE: NTSKEY MAP2 0 SCALE: 1"=30' (Horiz.) 60'30'30' CG102 ENLARGED GRADING AND DRAINAGE PLAN 30 " ( 1 7 8 ' L F ) CB-2 RIM=26.69 ADS DURASLOT SLOTTED DRAIN (TYP)NYLOPLAST CATCH BASIN (TYP) NYLOPLAST CATCH BASIN (TYP) OPEN THROAT CATCH BASIN RIM = 22.5 30" (380'LF) SCALE: 1"= 30'ENLARGED GRADING AND DRAINAGE PLAN3 LEGEND AND NOTES1 SCALE: NTSKEY MAP2 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 0 SCALE: 1"=30' (Horiz.) 60'30'30' CG103 ENLARGED GRADING AND DRAINAGE PLAN GA R D N E R D R I V E B L U E C L A Y R O A D TAXIWA Y C E N T E R L I N E + - TAXIWA Y O B J E C T F R E E Z O N E 750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE) C S X T R A N S P O R T A T I O N R A I L R O A D C E N T E R L I N E 3 0 ' U T I L I T Y E A S E M E N T 5 0 ' B U I L D I N G S E T B A C K 3 0 ' U T I L I T Y E A S E M E N T WETLAND VANVAN VA N TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: 1"= 100'OVERALL UTILITIES PLAN1 0 SCALE: 1"=100' (Horiz.) 200'100'100' CU100 OVERALL UTILITIES PLAN VA N GA R D N E R D R I V E 750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE) PROPOSED 12" PVC C-900 WATER MAIN 25.00' UTILITY EASEMENT PROPOSED 6" FORCE MAIN 12"x12" MJ TEE (2) 12" GV FIRE HYDRANT (TYP) 2 @ 45° MJ BENDS 3" C-900 PVC DOMESTIC WATER SERVICE 3" C-900 PVC DOMESTIC WATER SERVICE 12" C-900 PVC FIRE MAIN 3"x3" MJ TEE (2) 3" GV 12"x12" MJ TEE (2) 12" GV CONNECT TO EXISTING 6" FORCE MAIN EXISTING 6" FORCE MAIN 10.00' HORIZONTAL SEPARATION 2 @ 45° MJ BENDS FIRE HYDRANT (TYP) SANITARY SEWER CLEANOUT SSMH-6 RIM = 24.32' INV IN = 22.38' (SSMH-7) INV OUT = 22.38' 6" C-900 279.83' 6" C-9 0 0 1 9 6 . 1 7 ' SSMH-7 RIM = 24.58' INV IN = 23.56' (SSMH-8) INV OUT = 23.56' 6" C - 9 0 0 2 3 4 . 0 7 ' SSMH-8 RIM = 27.29' INV IN = 24.97' (CO-3) INV OUT = 24.97' 6" C - 9 0 0 1 2 6 . 4 9 ' CO-3 RIM = 28.50' INV OUT = 25.73' TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: 1"= 30'ENLARGED UTILITIES PLAN3 LEGEND AND NOTES1 SCALE: NTSKEY MAP2 0 SCALE: 1"=30' (Horiz.) 60'30'30' CU101 ENLARGED UTILITIES PLAN PROPOSED UTILITIES LEGEND WATER LINE FIRE HYDRANT WATER VALVE WATER METER WATER CROSSING WATER TEE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT SANITARY FORCE MAIN UTILITY EASEMENT VANVAN B L U E C L A Y R O A D 750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE)750' BUILDING RESTRICTION LINE (35' BUILDING HEGHT LINE) C S X T R A N S P O R T A T I O N R A I L R O A D C E N T E R L I N E 3 0 ' U T I L I T Y E A S E M E N T 5 0 ' B U I L D I N G S E T B A C K 3 0 ' U T I L I T Y E A S E M E N T PROPOSED 12" PVC C-900 WATER MAIN PROPOSED 6" FORCE MAIN 12"x8" MJ TEE (1) 12" GV (1) 8" GV DUPLEX GRINDER PUMP STATION EXISTING 12" WATER MAIN EXISTING 12" FORCE MAIN FIRE HYDRANT (TYP) 2 @ 45° MJ BENDS FIRE HYDRANT (TYP) 12" PVC C-900 FIRE MAIN 3" C-900 PVC DOMESTIC WATER SERVICE SANITARY SEWER CLEANOUT SANITARY SEWER CLEANOUT CO-1 RIM = 28.43' INV OUT = 20.67' 6" C - 9 0 0 6 5 . 4 8 ' SSMH-4 RIM = 27.04' INV IN = 20.27' (CO-1) INV OUT = 20.27' 6" C-900 140.14' SSMH-3 RIM = 25.97' INV IN = 19.43' (SSMH-4) INV OUT = 19.43' 6" C-900 118.20' SSMH-2 RIM = 24.85' INV IN = 18.72' (SSMH-3) INV IN = 19.43' (SSMH-5) INV OUT = 18.72' 6" C-900 210.56' SSMH-5 RIM = 24.99' INV IN = 20.77' (CO-2) INV IN = 20.70' (SSMH-6) INV OUT = 20.70' CO-2 RIM = 28.33' INV OUT = 21.76' SSMH-1 RIM = 19.13' INV IN = 18.11' (SSMH-2) 6" C - 9 0 0 1 0 1 . 0 5 ' TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: 1"= 30'ENLARGED UTILITIES PLAN3 LEGEND AND NOTES1 SCALE: NTSKEY MAP2 0 SCALE: 1"=30' (Horiz.) 60'30'30' CU102 ENLARGED UTILITIES PLAN PROPOSED UTILITIES LEGEND WATER LINE FIRE HYDRANT WATER VALVE WATER METER WATER CROSSING WATER TEE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT SANITARY FORCE MAIN UTILITY EASEMENT TAXIWA Y O B J E C T F R E E Z O N E TRACT 1 AERONAUTICAL TRACT 10.0 ACRES SCALE: 1"= 30'ENLARGED UTILITIES PLAN3 LEGEND AND NOTES1 SCALE: NTSKEY MAP2 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 0 SCALE: 1"=30' (Horiz.) 60'30'30' CU103 ENLARGED UTILITIES PLAN PROPOSED UTILITIES LEGEND WATER LINE FIRE HYDRANT WATER VALVE WATER METER WATER CROSSING WATER TEE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT SANITARY FORCE MAIN UTILITY EASEMENT EXISTING 6" FM CONNECT TO EXISTING 6" FORCE MAIN EXISTING FIRE HYDRANT EXISTING 6" FORCE MAIN EXISTING 12" WATER MAIN SCALE: 1"= 30'ENLARGED UTILITIES PLAN3 LEGEND AND NOTES1 SCALE: NTSKEY MAP2 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 0 SCALE: 1"=30' (Horiz.) 60'30'30' CU104 ENLARGED UTILITIES PLAN PROPOSED UTILITIES LEGEND WATER LINE FIRE HYDRANT WATER VALVE WATER METER WATER CROSSING WATER TEE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT SANITARY FORCE MAIN UTILITY EASEMENT EXISTING 6" FORCE MAIN EXISTING 8" WATER MAIN PROPOSED 12" PVC C-900 WATER MAIN 12"x8" REDUCER SCALE: 1"= 30'ENLARGED UTILITIES PLAN3 LEGEND AND NOTES1 SCALE: NTSKEY MAP2 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 0 SCALE: 1"=30' (Horiz.) 60'30'30' CU105 ENLARGED UTILITIES PLAN PROPOSED UTILITIES LEGEND WATER LINE FIRE HYDRANT WATER VALVE WATER METER WATER CROSSING WATER TEE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUT SANITARY FORCE MAIN UTILITY EASEMENT N01°05'57"W 625.66'(GROUND) 625.67'(GRID) S63°26'58"W 154.77' PROPOSED BUILDING 509,000 SF EXISTING RUNWAY DRY DETENTION BASIN WETLAND TRUCK RECEIVING AND DELIVERY WETLAND VANVAN VA N TRAILER STORAGE 15' X 55' EMPLOYEE LOT 113 SPACES 2 HANDICAP SPACES 26' DRIVE EMPLOYEE/VISITOR LOT 159 SPACES 5 HANDICAP SPACES 30' DRIVE FOUNDATION PLANTING BEDS FOUNDATION PLANTING BEDS FOUNDATION PLANTING BEDS TREES BOTANICAL NAME COMMON NAME ACER BUERGERIANUM TRIDENT MAPLE MAGNOLIA GRANDIFLORA CLITTLE GEMC DWARF SOUTHERN MAGNOLIA QUERCUS VIRGINIANA SOUTHERN LIVE OAK SHRUBS BOTANICAL NAME COMMON NAME ABELIA X GRANDIFLORA CKALEIDOSCOPEC GLOSSY ABELIA AZALEA ENCORE ENCORE AZALEA GARDENIA JASMINOIDES CFROSTPROOFC FROSTPROOF GARDENIA ILEX CORNUTA CDWARF BURFORDC DWARF BURFORD HOLLY ITEA VIRGINICA CHENRYCS GARNETC HENRYCS GARNET SWEETSPIRE MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS OSMANTHUS X FORTUNEI SWEET OLIVE PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS PLANT SCHEDULE LEGEND AND NOTES1SCALE: 1"= 100'OVERALL LANDSCAPE PLAN2 0 SCALE: 1"=100' (Horiz.) 200'100'100' TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 CL100 OVERALL LANDSCAPE PLAN LANDSCAPE DATA REGULATION REQUIRED PROPOSED FOUNDATION PLANTING LANDSCAPING (SEC. 5.4.6-B) FOUNDATION PLANTING AREA SHALL BE A MINIMUM OF 12% OF THE AREA OF THE BUILDING FACE ADJACENT TO PARKING AREA OR INTERNAL DRIVE. BUILDING FACADE: 124,125SF 124,125SF X (0.12) = 14,895SF FOUNDATION PLANTING BED TOTAL: 14,895SF 14,895SF 14,938SF 10' x 10' DOOR GENERATOR YARD 501 SF ELECTRICAL 501 SF ELECTRICAL VA N 5 20 20 2020 14 14 14 14 14 10' x 10' DOOR GENERATOR YARD 501 SF ELECTRICAL 501 SF ELECTRICAL EMPLOYEE/VISITOR LOT 157 SPACES 5 HANDICAP SPACES 26' DRIVE PROPOSED BUILDING 509,000 SF 581 SF581 SF581 SF581 SF 581 SF581 SF 581 SF581 SF 24" CONCRETE CURB & GUTTER (TYP) 26' FIRE ACCESS ROAD FOUNDATION PLANTING BED 3470SF FOUNDATION PLANTING BED 470SF FOUNDATION PLANTING BED 6208SF FOUNDATION PLANTING BED 86F FOUNDATION PLANTING BED 169SF TREES BOTANICAL NAME COMMON NAME ACER BUERGERIANUM TRIDENT MAPLE MAGNOLIA GRANDIFLORA CLITTLE GEMC DWARF SOUTHERN MAGNOLIA QUERCUS VIRGINIANA SOUTHERN LIVE OAK SHRUBS BOTANICAL NAME COMMON NAME ABELIA X GRANDIFLORA CKALEIDOSCOPEC GLOSSY ABELIA AZALEA ENCORE ENCORE AZALEA GARDENIA JASMINOIDES CFROSTPROOFC FROSTPROOF GARDENIA ILEX CORNUTA CDWARF BURFORDC DWARF BURFORD HOLLY ITEA VIRGINICA CHENRYCS GARNETC HENRYCS GARNET SWEETSPIRE MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS OSMANTHUS X FORTUNEI SWEET OLIVE PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS PLANT SCHEDULE TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: 1"= 30'ENLARGED LANDSCAPE PLAN3 LEGEND AND NOTES1 SCALE: 1"= 500'KEY MAP2 0 SCALE: 1"=30' (Horiz.) 60'30'30' CL101 ENLARGED LANDSCAPE PLAN LANDSCAPE DATA REGULATION REQUIRED PROPOSED FOUNDATION PLANTING LANDSCAPING (SEC. 5.4.6-B) FOUNDATION PLANTING AREA SHALL BE A MINIMUM OF 12% OF THE AREA OF THE BUILDING FACE ADJACENT TO PARKING AREA OR INTERNAL DRIVE. BUILDING FACADE: 124,125SF 124,125SF X (0.12) = 14,895SF FOUNDATION PLANTING BED TOTAL: 14,895SF 14,895SF 14,938SF 46,623 SF SHIPPING / RECEIVING 123,596 SF CONTROLLED AMBIENT 5,657 SF FREEZER FARM COMPACTOR COMPACTOR QU A R A N T I N E DEA CAGE DRIVE-IN RAMP 10' x 10' DOOR 12' x 14' DRIVE-IN DOOR, TYP. 12' x 14' DRIVE-IN DOOR, TYP. 12' x 14' DRIVE-IN DOOR, TYP. 12' x 14' DRIVE-IN DOOR, TYP. 9' x 10' DOCK DOOR, TYP. 10' x 10' DOOR 10' x 10' DOOR 10' x 10' DOOR 10' x 10' DOOR DEA CAGE AIR SIDE AIR SIDE LA N D S I D E LA N D S I D E (200) ULT REFRIGERATORS FORKLIFT CHARGING AREA FORKLIFT CHARGING AREA SCRUBBER DUMP + PALLET CLEANING TRASH AREA GOWNING AREA GOWNING AREA GOWNING AREA 2,924 SF MAINT. SHOP FUTURE FREEZER FARM AREA 10' x 10' DOOR 10' x 10' DOOR 10' x 10' DOOR GENERATOR YARD 501 SF ELECTRICAL 501 SF ELECTRICAL 521 SF FIRE PUMP VANVAN 2020 14 8 9 14 10 10 14 8 46,623 SF SHIPPING / RECEIVING 123,596 SF CONTROLLED AMBIENT 5,657 SF FREEZER FARM COMPACTOR COMPACTOR QU A R A N T I N E DEA CAGE DRIVE-IN RAMP 10' x 10' DOOR 12' x 14' DRIVE-IN DOOR, TYP. 12' x 14' DRIVE-IN DOOR, TYP. 12' x 14' DRIVE-IN DOOR, TYP. 12' x 14' DRIVE-IN DOOR, TYP. 9' x 10' DOCK DOOR, TYP. 10' x 10' DOOR 10' x 10' DOOR 10' x 10' DOOR 10' x 10' DOOR DEA CAGE AIR SIDE AIR SIDE LA N D S I D E LA N D S I D E (200) ULT REFRIGERATORS FORKLIFT CHARGING AREA FORKLIFT CHARGING AREA SCRUBBER DUMP + PALLET CLEANING TRASH AREA GOWNING AREA GOWNING AREA GOWNING AREA 2,924 SF MAINT. SHOP FUTURE FREEZER FARM AREA 10' x 10' DOOR 10' x 10' DOOR 10' x 10' DOOR GENERATOR YARD 501 SF ELECTRICAL 501 SF ELECTRICAL 521 SF FIRE PUMP EMPLOYEE PARKING 113 SPACES 2 HANDICAP SPACES TRAILER STORAGE 15' X 55' TRUCK RECEIVING AND DELIVERY PROPOSED BUILDING 509,000 SF 581 SF581 SF581 SF581 SF FOUNDATION PLANTING BED 624SF FOUNDATION PLANTING BED 660SF FOUNDATION PLANTING BED 660SF FOUNDATION PLANTING BED 605SF FOUNDATION PLANTING BED 305SF FOUNDATION PLANTING BED 1676SF TREES BOTANICAL NAME COMMON NAME ACER BUERGERIANUM TRIDENT MAPLE MAGNOLIA GRANDIFLORA CLITTLE GEMC DWARF SOUTHERN MAGNOLIA QUERCUS VIRGINIANA SOUTHERN LIVE OAK SHRUBS BOTANICAL NAME COMMON NAME ABELIA X GRANDIFLORA CKALEIDOSCOPEC GLOSSY ABELIA AZALEA ENCORE ENCORE AZALEA GARDENIA JASMINOIDES CFROSTPROOFC FROSTPROOF GARDENIA ILEX CORNUTA CDWARF BURFORDC DWARF BURFORD HOLLY ITEA VIRGINICA CHENRYCS GARNETC HENRYCS GARNET SWEETSPIRE MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS OSMANTHUS X FORTUNEI SWEET OLIVE PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS PLANT SCHEDULE TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 0 SCALE: 1"=30' (Horiz.) 60'30'30' CL102 ENLARGED LANDSCAPE PLAN LANDSCAPE DATA REGULATION REQUIRED PROPOSED FOUNDATION PLANTING LANDSCAPING (SEC. 5.4.6-B) FOUNDATION PLANTING AREA SHALL BE A MINIMUM OF 12% OF THE AREA OF THE BUILDING FACE ADJACENT TO PARKING AREA OR INTERNAL DRIVE. BUILDING FACADE: 124,125SF 124,125SF X (0.12) = 14,895SF FOUNDATION PLANTING BED TOTAL: 14,895SF 14,895SF 14,938SF SCALE: 1"= 30'ENLARGED LANDSCAPE PLAN3 SCALE: 1"= 500'KEY MAP2 LEGEND AND NOTES1 NOTE: PAVEMENT SHALL BE CONSTRUCTED OF 4,000 PSI CONCRETE. REINFORCEMENT SHALL BE #3S AT 18" ON CENTER EACH WAY, AS INDICATED BELOW. SURFACE FINISHES AND JOINTS SHALL BE AS INDICATED IN SPECIFICATIONS. 2" 12" COMPACTED, NON-RUTTING SUBGRADE, COMPACTED 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 4" COMPACTED CABC 7" 4,000 PSI @ 28 DAYS CONCRETE REINFORCED WITH #3S AT 18" O.C.E.W CONSTRUCTION JOINT EXPANSION JOINT CONTROL JOINT NOTES: 1.CONTROL JOINTS SHALL BE LOCATED APPROXIMATELY 5' O.C. AND EQUIDISTANT. 2.EXTEND JOINT GROOVE 1" BELOW FINISH GRADE OR 25% OF PAVEMENT THICKNESS WHICHEVER IS GREATER. 3.SEE DETAILS BELOW FOR EXPANSION JOINTS AND CONSTRUCTION JOINTS. 1" 1 8" 1" R1 8" NOTES: 1.CONSTRUCTION JOINTS AS NEEDED AT CONTROL JOINT LOCATIONS, SEE DETAIL ABOVE FOR LOCATIONS 2.EXTEND JOINT GROOVE 1" BELOW FINISH GRADE OR 25% OF PAVEMENT THICKNESS WHICHEVER IS GREATER 3.SEE DETAIL BELOW FOR EXPANSION JOINTS AND ABOVE FOR CONTROL JOINTS. 1 8" R1 8" 1ST POUR 2ND POUR 1ST POUR 2ND POUR 1 2" NOTES: 1.EXPANSION JOINTS SHALL BE LOCATED EVERY 50' MIN. 2.EXTEND EXPANSION JOINT 100% THROUGH PAVEMENT SURFACE. 3.ENSURE JOINTS ARE FREE OF NON-COMPRESSABLE MATERIALS DURING INSTALLATION AND AFTER INSTALLATION. 4.SEE DETAIL AT TOP FOR CONTROL JOINTS AND ABOVE FOR CONSTRUCTION JOINTS. R1 8" DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 3/CS501 SAW-CUT JOINT GROOVE SAW-CUT JOINT GROOVE COMPACTED SUBGRADE, 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 1/2" PRE-FORMED BITUMINOUS JOINT MATERIAL 5/8" BACKER ROD SILICONE CAULK, COLOR TO MATCH CONCRETE DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 3/CS501 COMPACTED SUBGRADE, 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) BUTT JOINT COMPACTED SUBGRADE, 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 6" AGGREGATE COURSE BASE CONCRETE 12" SECTION ASPHALT PAVEMENT, SEE DETAIL 3/C11.0 CONCRETE PAVEMENT, SEE DETAIL 2/C11.0 REINFORCED WITH #3S AT 18" O.C.E.W COMPACTED 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 4" COMPACTED CABC, 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 4" DRIVE AISLES 10 " PARKING SPACES 6" 2" NON-RUTTING , COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) S9.5B SURFACE COURSE INSTALL 2 - 2" LIFTS COMPACTED AGGREGATE BASECOURSE,COMPACTED TO MEET NCDOT DENSITY REQUIREMENTS S9.5B SURFACE COURSE INSTALL 1 - 2" LIFT COMPACTED AGGREGATE BASECOURSE,COMPACTED TO MEET NCDOT DENSITY REQUIREMENTS NON-RUTTING , COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 4" TOP OF PAV'T. SECTION 12" 2"6'1.5' 3' 1.5' 8" 4" 2" 1/2" GALV. STEEL (2 REQ'D.) 1: 1 2 M A X . S L O P E 4'- 0 " M I N , S E E P L A N 4'-0" M I N , SEE P L A N 6'-0" 4'-0" 6'-0" ISOMETRIC NOT TO SCALE A A 6'- 0 " NOTE: MAXIMUM RAMP RISE NOT TO EXCEED 6".PAVEMENT JOINT, SEE LAYOUT PLANS FOR LOCATION AND TYPE DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 9/C11.0 TURN DOWN CURB SEE DETAIL 7/C11.0 ASPHALT PAVEMENT, SEE DETAIL 3/C11.0 NON-DOWELED EXPANSION JOINT, SEE DETAIL 1/C11.0 DETECTABLE WARNING SURFACE, "ULINE" OR APPROVED EQUIVALENT, 2' X 4' TRUNCATED DOME PAD, WET SET AND FASTEN PER MANUFACTURE RECOMMENDATION, COLOR TO BE BURGUNDY CONCRETE RAMP PLANTING AREA OR LAWN AREA, SEE LANDSCAPE PLANS INTEGRAL CONCRETE CURB RAMP EDGE PROTECTION, SIMILAR TO CONCRETE CURB, SEE DETAIL 7/C11.0 1:12 MAX. SLOPE SECTION A 3/4" = 1'-0" COMPACTED SUBGRADE AND/OR AGGREGATE BASE PER GEOTECHNICAL REPORT PAVEMENT JOINT, SEE LAYOUT PLANS FOR LOCATION AND TYPE CONCRETE RAMP, SIMILAR TO DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 9/C11.0 DETECTABLE WARNING SURFACE, "ULINE" OR APPROVED EQUIVALENT, 2' X 4' TRUNCATED DOME PAD, WET SET AND FASTEN PER MANUFACTURE RECOMMENDATION, COLOR TO BE CHOSEN BY LANDSCAPE ARCHITECT ASPHALT PAVEMENT, SEE DETAIL 3/C11.0 TURB DOWN CURB, SEE DETAIL 7/C11.0 NON-DOWELED EXPANSION JOINT, SEE DETAIL 1/C11.0 INTEGRAL CONCRETE CURB RAMP EDGE PROTECTION, SIMILAR TO CONCRETE CURB, SEE DETAIL 7/C11.0 1:12 M A X . SLOP E 6'-0" 6'-0" A A 1:12 M A X . SLO P E 1: 5 0 M A X . SL O P E 4'- 0 " M I N , S E E P L A N ISOMETRIC NOT TO SCALE NOTE: MAXIMUM RAMP RISE NOT TO EXCEED 6". 4'-0" M I N , SEE P L A N CONCRETE RAMP LANDING, SIMILAR TO DECORATIVE CONCRETE PAVEMENT, SEE DETAIL, 1:48 SLOPE MAX. ANY DIRECTION INTEGRAL CURB SIMILAR TO CONCRETE CURB AND GUTTER CONCRETE RAMP ASPHALT PAVEMENT, SEE DETAIL 3/C11.0 EXPANSION JOINT, SEE DETAIL 1/C11.0 CONCRETE RAMP TRANSITION CURB INTEGRAL TRANSITION CURB SIMILAR TO TRANSITION CONCRETE CURB PAVEMENT JOINT, SEE LAYOUT PLANS FOR LOCATION AND TYPE TURN DOWN CURB, SEE DETAIL 7/C11.0 DETECTABLE WARNING SURFACE, SEE PLAN FOR LOCATIONS, "ULINE" OR APPROVED EQUIVALENT, 2' X 4' TRUNCATED DOME PAD, WET SET AND FASTEN PER MANUFACTURE RECOMMENDATION, COLOR TO BE CHOSEN BY LANDSCAPE ARCHITECT 2% MAX. SLOPE SECTION A 3/4" = 1'-0" CONCRETE RAMP LANDING, SIMILAR TO DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 9/C11.0 INTEGRAL CURB SIMILAR TO CONCRETE CURB AND GUTTER CONCRETE RAMP BEYOND, SEE ISOMETRIC ASPHALT PAVEMENT, SEE DETAIL 3/C11.0 TURN DOWN CURB, SEE DETAIL 7/C11.0 EXPANSION JOINT, SEE DETAIL 1/C11.0 COMPACTED SUBGRADE, 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) WHITE WHITE SEE DETAIL H.C. PARKING SIGN BLUE ON H.C. STALL SIDE BLUE ON H.C. STALL SIDE 8' MIN.5' or 8' SEE PLAN 4" 2" 4"4" 2" 4" 18 ' M I N . FACE OF CURB 4" WHITE 18 ' STRIPES 9' EDGE OF PAVEMENT WHITE HANDICAP PARKING STALL TYPICAL PARKING STALL NOTE: HANDICAP PARKING SIGNS SHALL BE CLEAR OF ANY ACCESSIBLE CURB RAMPS AND FLARES FACE OF CURB OR BUILDING OR OPPOSING PARKING STALL SEE DETAIL BOLLARD BASE 3" 3" 5' NOTES: 1.ALL WALKWAYS SHALL MEET OR EXCEED GOVERNING MUNICIPALITIES REQUIREMENTS. 2.SUBGRADE SHALL NOT CONTAIN ANY ORGANIC MATTER. 3.REFER TO 1/C11.0 FOR PAVEMENT JOINT TYPES AND LOCATIONS 4.PER ADA REQUIREMENTS: MAXIMUM CROSS SLOPE OF WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48, MAXIMUM RUNNING SLOPE OF WALKING SURFACE SHALL NOT BE STEEPER THAN 1:20, WALKING SURFACES ALONG AN ACCESSIBLE ROUTE STEEPER THAN 1:20 REQUIRE RAMPS, RAMP RUNS WITH A RISE GREATER THAN 6" SHALL HAVE HANDRAILS, RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12, MAXIMUM RISE PER RAMP IS 30", LANDINGS MUST BE PROVIDED WHERE NECESSARY. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. 5.WALKING SURFACES AT BUILDING ENTRANCES SHALL PROVIDE ADEQUATE ACCESSIBLE MANEUVERING CLEARANCE, SEE ARCHITECTURAL DRAWINGS. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO INSTALLATION. PLAN 3/8" = 1'-0" EQ EQ LIGHT BROOM FINISH, SWEEP PERPENDICULAR TO PATH OF TRAVEL SMOOTH TROWEL EDGE PAVEMENT JOINTS, SEE DETAIL 1/C11.0 FOR LOCATIONS 4" SECTION 1 1/2" = 1'-0" R1 2" 3,000 PSI CONCRETE @ 28 DAYS, SEE PLAN ABOVE FOR FINISHES 1" AT ADJACENT PLANTING AREA (SHOWN) OR FLUSH AT ADJACENT LAWN OR HARDSCAPE COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: NTSPAVING JOINTS1 CS501 SITE DETAILS SCALE: NTSHEAVY DUTY CONCRETE2 SCALE: NTSASPHALT PAVEMENT SECTIONS3 SCALE: NTSASPHALT TO CONCRETE TRANSITION4 SCALE: NTSWHEEL STOPS5 CURB RAMP NOTES: 1.ALL CURB RAMPS SHALL BE INSTALLED IN ACCORDANCE WITH THE AMERICANS WITH DISABILITIES ACT (ADA) LATEST EDITION. 2.ALL CONCRETE SHALL BE CLASS A WITH A 28 DAY BREAK OF AT LEAST 3,000 PSI. 3.THE WALKING SURFACE OF THE RAMP SHALL HAVE A SLIP RESISTANT FINISH. 4.THE SLOPE OF THE RAMP SHALL NOT EXCEED A 12:1 RATIO. 5.THE DETECTABLE WARNING DEVICE OF THE CURB RAMP SHALL BE RED CONTRAST AND MUST BE IN COMPLIANCE WITH ADA REQUIREMENTS. 6.A FULL DEPTH EXPANSION JOINT SHALL BE INDSTALLED WHERE THE CONCRETE CURB RAMP JOINS THE CURB AND GUTTER AND THE CONCRETE CURB RAMP ABUTS EXISTING CONCRETE SIDEWALK. 7.ALL CURB RAMPS SHALL BE THE SAME WIDTH AS THE ADJOINING SIDEWALK OR 48" WIDE IF SIDEWALK IS LESS THAN 48" WIDE. 8.COORDINATE THE CURB RAMP AND PEDESTRIAN CROSSWALK MARKINGS SO A 4' X 4' CLEAR SPACE AT THE BASE OF THE CURB RAMP WILL FALL COMPLETELY WITHIN THE PEDESTRIAN CROSSWALK LINES. SCALE: NTSFLARED HC ACCESSIBLE RAMP6 SCALE: NTSNON-FLARED HC ACCESSIBLE RAMP7 SCALE: NTSHANDICAP PARKING SIGN HEIGHT8 SCALE: NTSASPHALT TO CONCRETE TRANSITION4 SCALE: NTSTYPICAL AND HC PARKING11 SCALE: NTSSIDEWALK9 SCALE: NTSHANDICAP PARKING SIGN10 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: NTSTEMPORARY CONSTRUCTION ENTRANCE1 12'- 0 " MIN . 6" PUB L I C R O A D 2"-3" COARSE AGGREGATE OR #4 STONE 50' M I N L E N G T H M A Y B E M O D I F I E D T O A C C O M M O D A T E B U I L D I N G P A D W I T H A P P R O V A L B Y N E W H A N O V E R C O U N T Y E N G I N E E R I N G D E P T . SCALE: NTSTEMPORARY SILT FENCE2 BOTTOM STRAND MIN. #14 GUAGE TOP STRAND MIN. #14 GUAGE 8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE MI N . 2 ' - 0 " GROUND LINE 2' - 0 " STEEL POST FILL S L O P E MA X . 2 ' - 0 " STAY AND LINE WIRES MIN. #14 GUAGE MI N . 2 ' - 0 " 4" X 8" TRENCH LINED W/ 12" OF FABRIC AND COMPACTED FILL ON TOP NOTES: 1. WIRE FENCE (IF USED) SHALL BE MINUMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6-INCHES. 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. 3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. 6' MAX. STD. STRENGTH FABRIC W/O WIRE FENCE SCALE: NTSSILT FENCE OUTLET3 SILT FENCE 2' MIN 1' - 6" 1' - 6" MIN. SILT FENCE 3' MAX.1'12 FLO W TOP VIEW FRONT VIEW NOTE STRUCTURAL STONE SHALL BE (CLASS "B") STONE FOR EROSION CONTROL PURPOSES. SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO. 57 STONE. SEDIMENT CONTROL STONE STRUCTURAL STONE SILT FENCE SHALL REMAIN IN PLACE AND BE FOLDED OVER TO ACCOMMODATE OUTLET. SILT FENCE POST 5SEEDING AND STABILIZATION4 TEMPORARY SEEDING GRASS TYPE AMOUNT/ 1000 S.F.TIME OF SEEDING INITIAL RYE GRAIN 1-2 LBS.APRIL - JUNE 25 LBS. 10-10-10 BROWNTOP MILLET 1-2 LBS JUNE - AUGUST 25 LBS 10-10-10 PERMANENT SEEDING GRASS TYPE AMOUNT/ 1000 S.F.TIME OF SEEDING INITIAL BERMUDA, COMMON 1-2 LBS.APRIL - JUNE 25 LBS. 10-10-10 FESCUE, TALL (KENTUCKY 31)5-7 LBS JUNE - AUGUST FEB. - OCT.25 LBS 10-10-10 SERICEA LESPEDEZA (SLOPES 1-2 LBS MARCH - APRIL 25 LBS 10-10-10 NOTE (G.S. 113A-57 (2)) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER T HAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. GROUND STABILIZATION CRITERIA SITE AREA DESCRIPTION STABILIZATION TIMEFRAME STABILIZATION TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10 FT OR LESS IN IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 TO 4:1 14 DAYS - 7 DAYS FOR SLOPES GREATER THAN 50 FT IN LENGTH AND WITH SLOPES STEEPER THAN 4:1 - 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND HQW ZONES - 10 DAYS FOR FALLS LAKE WATERSHED AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS - 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND HQW ZONES - 10 DAYS FOR FALLS LAKE WATERSHED UNLESS THERE IS ZERO SLOPE SCALE: NTSPERMANENT DIVERSION DITCH / DIKE6 SIDE SLOPES 2:1 SLOPE (MAX) POSITIVE GRADE 1.0% MAX.UPSLOPE TOE PLAN VIEW CROSS SECTION 18"GRADE WIDTH 2' MIN2:1 MAX #57 STONE CHECK DAM 6" TOP WIDTH, 12" TALL SIDE SLOPES 2:1 - STABILIZE DIVERSION DITCH WITH TEMPORARY SEEDING AND EROSION CONTROL NETTING 2' MIN COMPACTED SEDIMENT LADEN WATER FLOW #57 STONE CHECK DAM 6" TOP WIDTH, 12" TALL SIDE SLOPES 2:1 SCALE: NTSCHECK DAM / WATTLES4 NOTES: 1. USE MINIMUM 18" DIA. EXCELSIOR WATTLE. 2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE. 3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM OF THE SWALE. 2' UPSLOPE & DOWNSLOPE STAKES, TYP. SECURE WATTLE WITH UPSLOPE AND DOWNSLOPE STAKES AND STAPLES. MIN. 10 LF EXCELSIOR MATTING 2' MIN. ON UPSLOPE AND 8' MIN. ON DOWNSLOPE CE501 EROSION CONTROL DETAILS TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: NTSNCG01 GROUND STABLIZATION AND MATERIALS HANDLING2 SCALE: NTSNCG01 SELF-INSPECTION RECORDKEEPING AND REPORTING1 CE502 EROSION CONTROL DETAILS TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: NTSCONCRETE DROP INLET1 CG501 GRADING AND DRAINAGE DETAILS NOTE: FINISHED GRADE 1.INJECTION MOLDED FITTING ARE AVAILABLE IN TEES, WYES, REDUCERS, 45° BENDS AND BELL/BELL COUPLERS. 2.WATERTIGHT (WT) JOINTS SHOWN. SOIL-TIGHT (ST) FITTINGS ARE ALSO AVAILABLE. RAIN LEADER BOOT WITH BUILT IN CLEANOUT, SEE ARCHITECTURAL DRAWINGS BUILDING FACE INSERT INJECTION MOLDED, GASKETED SPIGOT BY BELL REDUCER INJECTION MOLDED WT 90° BEND INJECTION MOLDED WT TEE SEE STORM DRAINAGE PLANS FOR PIPE SIZE *INJECTION MOLDED ST 45° WYE CLEAN OUT END CAP SNAP CONNECTION SCALE: NTSDROP INLET FRAME AND GRATES2 SCALE: NTSANCHORAGE FOR FRAMES3 SCALE: NTSTRAFFIC BEARING PRECASST DRAINAGE STRUCTURE4 SCALE: NTSPRECAST MANHOLE DIAMETER5 SCALE: NTSMANHOLE FRAME AND COVER6 SCALE: NTSDRAINAGE STRUCTURE STEPS7 SCALE: NTSROOF LEADER8 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 CG502 GRADING AND DRAINAGE DETAILS SCALE: NTSDURASLOT VARIABLE SLOT RISER1 2DURASLOT VARIABLE ASSEMBLY1 SCALE: NTSDURASLOT ENDCAPS3 SCALE: NTSDURASLOT ADAPTERS4 SCALE: NTSDURASLOT VARIABLE COUPLERS5 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 SCALE: NTSCOW PAVEMENT REPAIRS - UTILITY CUTS1 CU501 UTILITY DETAILS SCALE: NTSCOW TYPICAL ROAD REBUILD2 SCALE: NTSNCDOT PAVEMENT REPAIRS3 SCALE: NTSPIPE EMBEDMENT TYPES4SCALE: NTSTAPPING SLEEVE AND VALVE ASSEMBLY7SCALE: NTSSTANDARD NOTES10 SCALE: NTSVALVE DETAIL5 SCALE: NTSTRACER WIRE DETAIL6 SCALE: NTSSTRUCTURAL BRIDGING OVER WATER & SEWER8 SCALE: NTSTHRUST BLOCK9 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 CU502 UTILITY DETAILS SCALE: NTSAIR VACUUM AND AIR RELEASE COMBO VALVE1 SCALE: NTSAIR VACUUM AND AIR RELEASE COMBO VALVE2 SCALE: NTSSEWER SERVICE CONNECTION (<8' DEEP)3 SCALE: NTSSEWER SERVICE CONNECTION (>8' DEEP)4SCALE: NTSMANHOLE RIM ADJUSTMENTS7SCALE: NTSLOW PRESSURE SEWER CONNECTION10 SCALE: NTSSEWER SERVICE TYPICAL CLEAN-OUT5 SCALE: NTSFORCE MAIN CONNECTION - PRIVATE TO PUBLIC6 SCALE: NTSTYPICAL PUMP STATION SITE PLAN8 SCALE: NTSWET WELL - VALVE VAULT PLAN9 SCALE: NTSWET-WELL VALVE VAULT SECTION11 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 CU503 UTILITY DETAILS SCALE: NTSCOMMERICAL WATER SERVICE METERS1 SCALE: NTSCOMMERICAL WATER SERVICE METERS2 SCALE: NTSDOUBLE WATER SERVICE3 SCALE: NTS2 INCH BLOW-OFF4SCALE: NTSFIRE MAIN CONNECTION7SCALE: NTSFIRE SERVICE REDUCED PRESSURE DETECTOR10 SCALE: NTSSAMPLING STATION5 SCALE: NTSFIRE HYDRANT ASSEMBLY6 SCALE: NTSREDUCED PRESSURE PRINCIPLE ASSEMBLY8 SCALE: NTSDOUBLE CHECK VALVE ASSEMBLY9 EQUAL TO THE PLANT SPACING AS SPECIFIED (TYP.) GENERAL NOTES: A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT. B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH. C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS. 6" M I N . FO R M M O U N D E D B E D WI T H N A T I V E T I L L E D S O I L PR I O R T O P L A N T I N G PLANT SPACING AS SPECIFIED (TYP.) PLANT SPACING CHART SPACING (A)ROW OFFSET (B) 1'-0" O.C.10" O.C. 1'-6" O.C.1'-4" O.C. 2'-0" O.C.1'-9" O.C. 2'-6" O.C.2'-2" O.C. 3'-0" O.C.2'-7" O.C. 3'-6" O.C.3'-0" O.C. 4'-0" O.C.3'-6" O.C. SPACING (A)ROW OFFSET (B) 5'-0" O.C.4'-4" O.C. 6'-0" O.C.5'-2" O.C. 7'-0" O.C.6'-1" O.C. 8'-0" O.C.6'-11" O.C. 9'-0" O.C.7'-10" O.C. 10'-0" O.C.8'-8" O.C. A B PLANT SPACING PLAN A TOPSOIL PER SPECIFICATIONS SHRUB AS SPECIFIED PER LANDSCAPE PLAN(S) NATIVE SUBGRADE ADJACENT TURF AREA, REFER TO PLANTING PLAN FOR LOCATIONS NATIVE SOIL, TILL SOIL TO A 6" MIN. DEPTH MULCH AS SPECIFIED, KEEP 4" AWAY FROM ROOT CROWN ROOT CROWN TO BE SET 2" ABOVE EXISTING GRADE MIN. 4" DEEP SHOVEL DUG "V" TRENCH, SEE LANDSCAPE PLAN FOR LOCATIONS SHRUB ROOT BALL PLANTING BED EDGE SHRUB SECTION 1" M I N . 6" MIN. TREES COMMON NAME SIZE CALIPER HEIGHT QTY ACER BUERGERIANUM TRIDENT MAPLE B & B 2.5" CAL.12C-14C HT.5 SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED MAGNOLIA GRANDIFLORA CLITTLE GEMC DWARF SOUTHERN MAGNOLIA B & B 2" CAL.8C-10C HT.3 SINGLE DOMINANT LEADER, UNIFORM CANOPY, FULL TO GROUND & MATCHED QUERCUS VIRGINIANA SOUTHERN LIVE OAK B & B 5" CAL.12C-14C HT.3 SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED SHRUBS COMMON NAME SIZE HEIGHT SPREAD SPACING QTY REMARKS ABELIA X GRANDIFLORA CKALEIDOSCOPEC GLOSSY ABELIA 3 GAL.18"-24" HT.18"-24" SPD.4C O.C.57 UNIFORM HEAD & MATCH AZALEA ENCORE ENCORE AZALEA 3 GAL.18"-24" HT.18"-24" SPD.4C O.C.52 UNIFORM HEAD & MATCHED GARDENIA JASMINOIDES CFROSTPROOFC FROSTPROOF GARDENIA 3 GAL.15"-18" HT.18"-24" SPD.4C O.C.159 UNIFORM HEAD & MATCH ILEX CORNUTA CDWARF BURFORDC DWARF BURFORD HOLLY 3 GAL.24"-30" HT.24"-30" SPD.4C O.C.167 UNIFORM HEAD & MATCHED ITEA VIRGINICA CHENRYCS GARNETC HENRYCS GARNET SWEETSPIRE 3 GAL.18"-24" HT.18"-24" SPD.6C O.C.70 UNIFORM HEAD & MATCHED MUHLENBERGIA CAPILLARIS PINK MUHLY GRASS 3 GAL.18"-24" HT.24"-30" SPD.3C O.C.427 UNIFORM HEAD & MATCH OSMANTHUS X FORTUNEI SWEET OLIVE 7 GAL.24"-30" HT.24"-30" SPD.8C O.C.5 UNIFORM HEAD & MATCHED PANICUM VIRGATUM 'SHENANDOAH'SHENANDOAH SWITCH GRASS 7 GAL.24"-30" HT.24"-30" SPD.4C O.C.140 UNIFORM HEAD & MATCH PLANT SCHEDULE STAKING PLAN 2 TO 3 TIMES THE ROOT BALL DIAMETER 6" GENERAL NOTES: A.TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYING B.SCARIFY BOTTOM AND SIDES OF PLANT PIT. C.STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDING LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT. D.DO NOT WRAP TREE TRUNK. E.MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACING NORTH. F.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOIL AROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS, HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER 2"4" 120° 4" DEEP SHOVEL DUG "V" TRENCH, SEE LANDSCAPE PLAN FOR LOCATIONS "ARBORTIE" HEAVY DUTY TREE GUY STRAPPING, COLOR TO BE GREEN, 900LB BREAK STRENGTH, SLACK STRAP LIGHTLY TO ALLOW SLIGHT MOVEMENT IN TREE NATIVE SUBGRADE TREE AS SPECIFIED PER LANDSCAPE PLAN(S) MULCH AS SPECIFIED, KEEP 6" AWAY FROM TREE TRUNK LOOP STRAPPING JUST ABOVE FIRST LIMB AND AROUND CENTRAL LEADER, REFER TO MANUFACTURER'S RECOMMENDATION FOR TYING METHOD PULL BACK TOP 14 OF BURLAP, TWINE TIES AND WIRE BASKET, LEAVE REMAINDER AROUND ROOT BALL FINISH GRADE 2" X 2" X 30" UNTREATED LUMBER STAKES (TYP.), (3) TOTAL EQUALLY SPACED AROUND TREE, INSTALL OUTSIDE OF ROOTBALL AND BACKFILLED SOIL MIXTUREBALLED AND BURLAP ROOT BALL TOPSOIL ROOT FLARE TO BE SET 2" ABOVE EXISTING GRADE PREVAILING WINDS STAKE TRUNK COMPACTED NATIVE SOIL PEDESTAL SECTION NATIVE SOIL, TILL SOIL TO A 6" MIN. DEPTH TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : ORIG SUBMISSION: NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 DATE DESCRIPTION∆ COPYRIGHT 2021 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 3/ 2 1 / 2 0 2 2 8 : 4 8 : 5 8 A M 11 0 9 - 2 1 0 9 6 5 2022/04/15 Evans General Contractors Ga r d n e r D r i v e Wi l m i n g t o n , N C 2 8 4 0 5 CI L - I L M C O L D S T O R A G E 30% SCHEMATIC DESIGN 243 North Front Street Wilmington, North Carolina 28403 NC License # F-1222 PROJECT: 08879-0003 CL501 LANDSCAPE DETAILS SCALE: NTSPLANTING SCHEDULE1 SCALE: NTSTEMPORARY SILT FENCE2 SCALE: NTSTEMPORARY SILT FENCE2