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HomeMy WebLinkAbout6900 Holly Shelter RoadPROJECT LOCATION SCALE: 1"=5000'VICINITY MAP PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 4 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ G - 0 0 1 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION COVER SHEET G-001 6900 HOLLY SHELTER ROAD CASTLE HAYNE | NC | 28429 6900 HOLLY SHELTER RD. MAJOR SITE PLAN MUNICIPAL REVIEW # SUBMITTAL: SEPTEMBER 16, 2024 OWNER/DEVELOPER PROJECT TEAM STRUCTURAL ENGINEER LANDSCAPE ARCHITECT FDR ENGINEERS 1920 TRADD COURT WILMINGTON, NC 28401 CONTACT PERSON: ROBERT PENNINGTON PH: 910-520-0278 EMAIL: ROBERT@RLPPE.COM SURVEYOR POOCH ENTERPRISES 185 ORCHARD MILL ROAD HAMSTEAD, NC 28443 CONTACT PERSON: JAMES DAVIS PH: (252) 503-0720 EMAIL: CORPORATEMILITARYCONTRACTING@ GMAIL.COM GANNETT FLEMING TRANSYSTEMS 101 AUTUMN HALL DRIVE SUITE 210 WILMINGTON, NC 28403 CONTACT PERSON: MIKE TACKETT, PLS PH: (910) 523-5715 EMAIL: MTACKETT@TRANSYSTEMS.COM GANNETT FLEMING TRANSYSTEMS 1 GLENWOOD AVENUE SUITE 600 RALEIGH, NC 27603 CONTACT PERSON: MARK LERCH, PLA PH: 941-681-6141 EMAIL: MFLERCH@TRANSYSTEMS.COM CIVIL ENGINEER GANNETT FLEMING TRANSYSTEMS 1 GLENWOOD AVENUE SUITE 600 RALEIGH, NC 27603 CONTACT PERSON: DAN MILLER, PE PMP PH: (919) 357-6725 EMAIL: DMILLER@TRANSYSTEMS.COM SITE DATA TABLE ADDRESS 6900 HOLLY SPRINGS ROAD, CASTLE HAYNE, NC 28429 OWNER POOCH ENTERPRISES PIN R00700-001-001-000 ZONING DISTRICT INDUSTRIAL 2 LIMITS OF DISTURBANCE 119,213 SQ.FT. / 2.73 ACRES PROJECT LOT AREA 5.28 ACRES WATERSHED ISLAND CREEK RIVER BASIN FLOODPLAIN WATERSHED OVERLAY DISTRICT USE 730- OFFICE AND PROFESSIONAL IMPERVIOUS 99820 SQ.FT /2.29 ACRES VEHICLE USE AREA (SQ.FT)62,457 BUILDING LOT DIMENSIONAL STANDARDS (UDO 3.4.10) SETBACKS REQUIRED PROVIDED FRONT 50 50 SIDE 0 0 REAR 0 0 BUILDING HEIGHT 23 BUILDING INFORMATION BUILDING CONSTRUCTION TYPE PREFABRICATED METAL WAREHOUSE ON SLAB BUILDING LOT COVERAGE TOTAL SQUARE FOOTAGE 14,749 Per Warehouse OFF STREET PARKING REQUIREMENTS (UDO SECTION 5.1) REQUIRED PROVIDED PARKING SPACES 44 33 LOADING BERTHS 2 2 BICYCLE PARKING 0 0 DEFERRED PARKING SPACES 11 BUFFER REQUIREMENTS (ARTICLE _5.4.5_) NORTH NONE REQUIRED (NO RESIDENTIAL ADJACENT)N/A EAST NONE REQUIRED (NO RESIDENTIAL ADJACENT)N/A SOUTH NONE REQUIRED (NO RESIDENTIAL ADJACENT)N/A WEST NONE REQUIRED (NO RESIDENTIAL ADJACENT)N/A PARKING LOT INTERIOR LANDSCAPE (SECTION 5.4.5.C) PHASE I/ PHASE II REQUIRED PROVIDED SQ. FT OF LANDSCAPE AREA 5,344.0000 SQ. FT.5, 344 SQ.FT. REQUIRED TREES 37 PROVIDED 16 CANOPY TREES/PRESERVED 21 TREES FOUNDATION PLANTING (SECTION 5.4.7) SQ.F.T. REQUIRED SQ.FT. PROVIDED PHASE I /PHASE II 1360 1,453 STREET YARD STANDARDS (SECTION 5.4.6) PHASE I /PHASE II 24,550.0000 SQ. FT.24,901.0000 SQ. FT. SHEET INDEX Sheet Number Sheet Title G-001 COVER SHEET G-002 GENERAL NOTES G-003 LEGEND CV100 EXISTING CONDITIONS CV101 TREE TABLE CX100 TREE PRESERVATION PLAN CS100 SITE PLAN CE100 EROSION & SEDIMENTATION CONTROL PLAN CG100 GRADING PLAN CD100 STORMWATER PLAN CU100 UTILITY PLAN LP100 LANDSCAPE PLAN LP101 LANDSCAPE SCHEDULE LP500 LANDSCAPE DETAILS LP501 LANDSCAPE NOTES D. MILLER J. GUTHRIE M.LERCH GENERAL GRADING NOTES 1.OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS FOR EXCAVATIONS; FINAL RULE 29CFR PART 1926, SUBPART 'P' APPLIES TO ALL EXCAVATIONS EXCEEDING FIVE FEET IN DEPTH. EXCAVATION EXCEEDING TWENTY FEET IN DEPTH REQUIRES THE DESIGN OF A TRENCH SAFETY SYSTEM BY A REGISTERED PROFESSIONAL ENGINEER, PROVIDED TO CONTRACTOR PRIOR TO EXCAVATION. 2.CONTRACTOR SHALL NOTIFIY “NC811” (811) OR (1-800-632-4949) AT LEAST THREE FULL BUSINESS DAYS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. CONTRACTOR SHALL CONTACT ANY LOCAL UTILITIES THAT PROVIDE THEIR OWN LOCATE SERVICES INDEPENDENT OF “811”. REPORT ANY DISCREPANCIES TO THE ENGINEER IMMEDIATELY. 3.BEFORE ANY EARTHWORK IS PERFORMED, THE CONTRACTOR SHALL STAKE OUT AND MARK THE LIMITS OF PAVEMENT AND OTHER ITEMS ESTABLISHED IN THE PLANS. THE CONTRACTOR SHALL PROVIDE THE NECESSARY SURVEYING FOR THE LINE AND GRADE CONTROL POINTS RELATED TO EARTHWORK. 4.ALL DIMENSIONS AND GRADES SHOWN ON THE PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY THE ENGINEER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION, FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO THE CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 5.ALL SPOT ELEVATIONS INDICATED AT CURB AND GUTTER ARE DENOTED AS TOP OF CURB (TC) UNLESS OTHERWISE SHOWN. 6.ACCESSIBLE ROUTES AND PARKING AREAS MUST BE PROVIDED IN ACCORDANCE WITH THE CURRENT ADA REQUIREMENTS. THE TURNING SLOPE OF WALKING SURFACES CANNOT BE STEEPER THAN 1:20 AND CROSS SLOPE OF WALKING SURFACES CANNOT BE STEEPER THAN 1:48, WHICH INCLUDES CROSSWALKS. ACCESSIBLE PARKING SPACES MUST BE PROPERLY DESIGNED TO SHOW THAT FULL COMPLIANCE IS BEING PROVIDED TO CURRENT ADA REQUIREMENTS )NUMBER, LOCATION ETC.). 7.ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE AND AS SHOWN ON THESE PLANS. THE CONTRACTOR SHALL MAINTAIN ADEQUATE SITE DRAINAGE DURING ALL PHASES OF CONSTRUCTION. 8.THE GRADING CONTRACTOR SHALL COORDINATE WITH ALL UTILITY COMPANIES FOR ANY REQUIRED UTILITY ADJUSTMENTS AND/OR RELOCATIONS. 9.THE FRAMES AND COVERS OF ALL EXISTING AND PROPOSED SANITARY SEWER, WATER MAIN, GAS AND WIRE UTILITY VAULTS, MANHOLES, STORM DRAIN STRUCTURES, CLEANOUTS, ETC. SHALL BE ADJUSTED AS NEEDED TO MATCH FINISH GRADE ELEVATIONS AND SLOPES. 10.THE CROSS-SLOPE ON ALL SIDEWALKS SHALL BE A MAXIMUM OF 2.00%. 11.CONTRACTOR SHALL VERIFY ALL EXISTING ELEVATIONS WHERE NEW CONSTRUCTION SHALL JOIN OR CONNECT TO EXISTING PAVEMENT, CURB AND OTHER RIGID STRUCTURES. NOTIFY DESIGNER IF DISCREPANCIES OCCUR. 12.ALL MATERIALS USED FOR BACKFILL SHALL BE FREE OF WOOD, ROOTS, ROCKS, BOULDERS, OR ANY OTHER NON-COMPATIBLE SOIL TYPE OR MATERIAL. UNSATISFACTORY MATERIALS ALSO INCLUDE MAN-MADE FILLS ND REFUSE DEBRIS DERIVES FROM ANY SOURCE. 13.MATERIALS USED TO CONSTRUCT EMBANKMENTS FOR ANY PURPOSE, BACKFILL AROUND DRAINAGE STRUCTURE, OR IN UTILITY TRENCHES FOR ANY OTHER DEPRESSION REQUIRING FILL OR BACKFILL SHALL BE COMPACTED TO 95% OF MAXIMUM DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST AS SET OUT IN ASTM STANDARD D-1557. THE CONTRACTOR SHALL, PRIOR TO ANY OPERATIONS INVOLVING FILLING OR BACKFILLING, SUBMIT THE RESULTS OF THE PROCTOR TEST TOGETHER WITH THE CERTIFICATION THAT THE SOIL TESTED IS REPRESENTATIVE OF THE MATERIALS TO BE USED ON THE PROJECT. TESTS SHALL BE CONDUCTED BY A CERTIFIED MATERIALS TESTING LABORATORY AND THE CERTIFICATIONS MADE BY A LICENSED PROFESSIONAL ENGINEERING REPRESENTING THE LABORATORY. 14.PLACEMENT OF ANY FILL MATERIAL MUST BE CONDUCTED UNDER THE OBSERVATION OF A QUALIFIED LICENSED GEOTECHNICAL ENGINEER. 15.SOIL UNDER BUILDINGS, PAVED AREAS, AND WITHIN SLOPES GREATER THAN 3:1 (H:V) SHALL BE APPROVED, PLACED AND COMPACTED AS RECOMMENDED BY THE GEOTECHNICAL ENGINEER. 16.UPON THE COMPLETION OF THE EARTHWORK ACTIVITIES, THE NEW HANOVER COUNTY MUST BE PROVIDED WITH A FINAL GRADING REPORT THAT INCLUDES THE CORRESPONDING COMPACTION TEST RESULTS AND CERTIFIES THE TYPE OF TILL MATERIAL AND ITS PROPER PLACEMENT. 17.REFERENCE STRUCTURAL DRAWINGS AND SPECIFICATIONS AND GEOTECHNICAL REPORT FOR BUILDING PAD AND PAVING SUB GRADE INFORMATION. 18.THE CONTRACTOR SHALL OBTAIN ALL PERMITS REQUIRED FOR BLASTING ROCK IF BLAST ROCK IS ENCOUNTERED. CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COMPLYING WITH ALL BLASTING AND SAFETY REQUIREMENTS. 19.EASEMENTS ACROSS SLOPED AREAS SHALL BE GRADED UNIFORMLY ACROSS THE SLOPE TO NO STEEPER THAT 5:1 RATIO. 20.EXISTING VEGETATION WITHIN TREE PROTECTION AREAS SHALL REMAIN UNDISTURBED, UNLESS NOTED OTHERWISE. 21.ANY AND ALL LANDSCAPING AND EXISTING TREES & SHRUBS TO REMAIN WHICH ARE DAMAGED DURING DEMOLITION OR CONSTRUCTION SHALL BE REPLACED BY THE CONTRACTOR UTILIZING A LICENSED LANDSCAPE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER. 22.ANY REFERENCE TO A RETAINING WALL WITHIN THE PLAN SET IS FOR APPROVAL PERTAINING TO LOCATION, APPEARANCE, AND SIZE ONLY. ALL RETAINING WALLS MY BE DESIGNED IN ACCORDANCE WITH THE NEW HANOVER COUNTY DESIGN AND CONSTRUCTION ORDINANCES. GENERAL SITE NOTES 1.ALL CONSTRUCTION, UNLESS SPECIFICALLY EXEMPTED BY STATE OR FEDERAL LAW, SHALL BE IN ACCORDANCE WITH THE CURRENT NEW HANOVER COUNTY AND/OR NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) ROAD AND BRIDGE STANDARDS AND SPECIFICATION, THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENTAL QUALITY (NCDEQ) STORMWATER DESIGN MANUAL, THE NORTH CAROLINA DEPARTMENT OF ENERGY, MINERAL AND LAND RESOURCES (NCDEMLR) EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, THE FINAL GEOTECHNICAL REPORT, AND GENERAL DESIGN STANDARDS. IN THE CASE OF A CONFLICT BETWEEN THE REQUIREMENTS, THE MORE RESTRICTIVE STANDARD SHALL CONTROL. 2.THE PROJECT LIMITS WILL BE FULLY COMPLIANT WITH THE NORTH CAROLINA ACCESSIBILITY CODES (THE CURRENT VERSION OF ANSI A117.1 AND CHAPTER 11 OF THE NCBC) UNLESS AND EXCEPT IN AREAS WHERE AN APPROVED STATEMENT FROM THE SITE ENGINEER, SURVEYOR, OR ARCHITECT VERIFIES THAT THE SITE CONDITIONS EXIST WHERE THE TOPOGRAPHY OF THE SITE IS EXTREME AND ONLY ALTERNATE METHODS OF COMPLIANCE ARE POSSIBLE. 3.THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR ALL JOBSITE SAFETY, INCLUDING BUT NOT LIMITED TO TRENCH SAFETY, DURING ALL PHASES OF CONSTRUCTION. ALL WORK SHALL COMPLY WITH ALL STATE, LOCAL AND OSHA SAFETY STANDARDS. THE CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO ALL CONSTRUCTION PERSONNEL AND PUBLIC SHALL BE PROTECTED FROM INJURY, AND THE ADJOINING PROPERTY PROTECTED FROM DAMAGE. 4.NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER NOTIFIES CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, OR RIGHTS-OF-WAY. 5.THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING OR CONTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO COMMENCING CONSTRUCTION. 6.WATER, FIRE PROTECTION, ELECTRICAL, AND SEWER SERVICES MUST BE MAINTAINED FOR THE DURATION OF THE PROJECT, WITH THE EXCEPTION OF COORDINATED TIE-INS. 7.ANY DISCREPANCIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, AND THE ACTUAL FIELD CONDITIONS OR ANY INCONSISTENCIES OR AMBIGUITIES IN DRAWINGS OR SPECIFICATIONS SHALL BE IMMEDIATELY REPORTED TO THE DESIGNER, IN WRITING, WHO SHALL PROMPTLY ADDRESS SUCH INCONSISTENCIES OR AMBIGUITIES. WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OS SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES SHALL BE DONE AT THE CONTRACTORS RISK. 8.THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS, AND DIMENSIONS SHOWN HEREIN BEFORE BEGINNING CONSTRUCTION. 9.THE CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES, AND RIGHT-OF-WAY'S (PUBLIC OR PRIVATE) PRIOR TO WORKING IN THESE AREAS. 10.ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY. 11.ALL AREAS OUTSIDE THE "LIMITS OF CONSTRUCTION" SHALL REMAIN UNDISTURBED AT ALL TIMES. 12.IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE PROVIDED TO THE DESIGNER AND OWNER FOR REVIEW. NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT WRITTEN PERMISSION. 13.THE CONTRACTOR IS RESPONSIBLE FOR THE SCHEDULING OF, AND FEES RELATED TO, ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED. 14.THE ENGINEER/ARCHITECT/LANDSCAPE ARCHITECT/OWNER DISCLAIMS ANY ROLE IN THE CONSTRUCTION MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS. 15.CONTRACTOR IS RESPONSIBLE FOR OBTAINING/ MAINTAINING PROPER SECURITY CREDENTIALS, AS REQUIRED, TO ALLOW FOR WORK ON SITE. 16.THE CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS, OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH ALL APPLICABLE SAFETY STANDARDS. CONTRACTOR WILL BE RESPONSIBLE FOR ONSITE DUST CONTROL. 17.THE CONTRACTOR SHALL NOTE THAT THE DRAWINGS MAY NOT SHOW EVERY OFFSET, TRANSITION, FITTING, ETC. THAT MAY BE REQUIRED. THE CONTRACTOR SHALL INSTALL SUCH STANDARD APPURTENANCES AS REQUIRED TO CLOSELY FOLLOW THE GRADES AND ALIGNMENTS DEPICTED ON THE PLANS. 18.CONSTRUCTION STAKE OUT IS THE RESPONSIBILITY OF THE CONTRACTOR AND MAY BE PERFORMED USING A DIGITAL (CADD) FILE PROVIDED BY THE DESIGNER. THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE DIGITAL FILE AND THE CRITICAL STAKING DIMENSIONS SHOWN ON THE PLANS (I.E. PAVEMENT WIDTHS, CURB RADII, BUILDING SETBACKS, BUILDING FOOTPRINTS ETC.). ANY MODIFICATIONS MADE BY OTHERS TO THE DIGITAL FILE PROVIDED BY THE DESIGNER SHALL RENDER IT VOID. 19.BURYING CONSTRUCTION WASTE ON-SITE IS PROHIBITED. 20.NO PART OF THE DISTURBED SITE MAY BE LEFT UNCOVERED OR UNSTABILIZED ONCE CONSTRUCTION IS COMPLETE. 21.PLANT MATERIAL MUST BE NATIVE TO THE CLIMATE AND AREA. 22.TWELVE MONTH WARRANTY IS REQUIRED FOR ALL PLANTS AND MATERIALS. 23.A PRE-CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR SHALL ARRANGE THE MEETING WITH THE NEW HANOVER COUNTY STAFF, THE DESIGNER, AND THE OWNER. 24.ALL DIMENSIONS SHOWN ARE TO FACE OF CURB AND FACE OF BUILDING WALL, UNLESS OTHERWISE NOTED. 25.CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFICATION OF ALL DIMENSIONS SHOWN. CONTACT THE DESIGNER IF ANY DISCREPANCIES OCCUR. 26.GENERAL BUILDING DIMENSIONS ARE SHOW ON THE PLANS. SEE ARCHITECTURAL DRAWINGS FOR SPECIFIC DIMENSIONS. 27.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING ALL SOIL TESTING IS PERFORMED AND THE RESULTS FORWARDED TO THE ENGINEER AND OWNER. 28.TESTING OF MATERIAL REQUIRED FOR THE CONSTRUCTION OF THE PARKING IMPROVEMENTS SHALL BE PERFORMED BY AN APPROVED AGENCY FOR TESTING MATERIALS. THE NOMINATION OF THE TESTING LAB AND THE PAYMENT OF EACH TESTING SERVICE SHALL BE MADE BY THE OWNER. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SHOW BY STANDARD TESTING PROCEDURES THAT THE WORK CONSTRUCTED MEETS THE REQUIREMENTS OF THE NCDOT AND NEW HANOVER COUNTY'S SPECIFICATIONS. 29.ALL PAVEMENT SUB GRADES SHALL BE SCARIFIED TO A DEPTH OF 8 INCHES AND COMPACTED TO A MINIMUM DENSITY OF 100% OF THE ASTM D-1557 DENSITY AT OPTIMUM MOISTURE CONTENT UNLESS OTHERWISE SHOWN ON THE CONSTRUCTION PLANS OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. FILL SHALL BE PLACED AND COMPACTED IN MAXIMUM 8 INCH LIFTS. IN AREAS WHERE ROCK IS ENCOUNTERED AT FINAL SUB GRADE ELEVATION, THE EXPOSED ROCK SHALL BE TOPPED WITH A LEVELING COURSE OF SANDY CLAY OR CLAYEY SAND (P.I. BETWEEN 4 AND 15) AS NEEDED TO PROVIDE A SMOOTH SURFACE FOR PAVING. 30.ALL PAVEMENT MARKINGS AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES". ALL INTERNAL PAVEMENT MARKINGS SHALL BE THERMOPLASTIC, EXCEPT PARKING STALL STRIPING WHICH SHALL BE PAINTED 4" YELLOW. 31.FACES OF RADII ARE 5 FT UNLESS OTHERWISE SHOWN. 32.ALL PARKING SPACES SHALL BE 9' WIDE X 18' DEEP MIN. 33.ALL CURB OUTSIDE OF THE PUBLIC RIGHT-OF-WAY SHALL BE 24" CURB AND GUTTER. 34.WHERE SIDEWALKS OR WALKWAYS ABUT PARKING SPACES, THEY ARE TO BE A MINIMUM OF SIX (6.0) FEET WIDE (DIMENSIONED FROM BACK OF CURB TO BACK OF WALK) WITH RAMPS PROVIDED AT INTERVALS TO ALLOW ADEQUATE ACCESS TO PARKING LOT(S). 35.WHERE PROPOSED CURB AND GUTTER TIES TO EXISTING CURB OR CURB AND CUTTER, A TRANSITION OF 10' SHALL BE MADE TO CONFORM TO THE EXISTING HEIGHTS AND SHAPES. 36.ALL CURB JOINTS SHALL EXTEND THROUGH THE CURB. MINIMUM LENGTH OF OFFSET JOINTS AT RADIUS POINTS IS 1.5 FEET. ALL JOINTS SHALL BE SEALED WITH JOINT SEALANT. 37.CONTRACTOR SHALL SUBMIT SCALED PLANS OF ALL SCORING/JOINTS FOR APPROVAL BY ARCHITECT 30 DAYS MINIMUM PRIOR TO INSTALLATION. 38.THE CONTRACTOR SHALL FURNISH AND INSTALL ALL PAVEMENT MARKINGS FOR FIRE LANES, PARKING STALLS, ADA PARKING SYMBOLS, AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDINGS AS SHOWN ON THE PLANS. ALL PAINT FOR PAVEMENT MARKINGS SHALL ADHERE TO NCDOT STANDARDS. 39.ALL ADA RAMPING, STRIPING, AND PAVEMENT MARKINGS SHALL CONFORM TO THE CURRENT ADA REQUIREMENTS AND THE CURRENT VERSION OF ANSI A117.1. 40.LANDINGS ARE REQUIRED AT THE TOP OF ALL CURB RAMPS IN ACCORDANCE WITH THE CURRENT VERSION OF ANSI A117.1, MAXIMUM SLOPE SHALL NOT BE STEEPER THAN 1:48 IN ALL DIRECTIONS. 41.LANDINGS ARE REQUIRED AT THE TOP AND BOTTOM OF ALL STAIRS IN ACCORDANCE WITH THE CURRENT VERSION OF ANSI A117.1. 42.ALL SIDEWALKS SHALL BE CONSTRUCTED OF CONCRETE. PROVIDE A NON-SKID FINISH TO ALL WALKWAYS. 43.ALL SIDEWALKS THAT CONNECT TO THE PUBLIC RIGHT-OF-WAY MUST BE ACCESSIBLE TO PERSONS WHO ARE BLIND, HAVE LOW VISION, AND PEOPLE WITH MOBILITY DISABILITIES. 44.TEMPORARY AND PERMANENT PEDESTRIAN EXISTING ROUTES AND ALTERNATE PEDESTRIAN ROUTES WILL BE REQUIRED TO BE COMPLIANT WITH THE PUBLIC RIGHT-OF-WAY ACCESSIBILITY GUIDELINES (PROWAG), CURRENT ADA STANDARDS FOR ACCESSIBLE DESIGN, THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD), AND THE LATEST VERSION OF THE NC BUILDING CODE. 45.TYPICAL PAVEMENT SECTION DETAILS ARE SHOWN WITHIN THIS SET AND INTENDED TO BE A MINIMUM PAVEMENT SECTION REQUIREMENT. THE CURRENT GEOTECHNICAL REPORT SHALL OVER-RIDE ALL TYPICAL PAVEMENT SECTIONS SHOWN, IF THE GEOTECHNICAL ENGINEER DEEMS A HEAVIER SECTION IS REQUIRED. 46.DOORS ARE INDICATED ON ALL BUILDINGS FOR WHICH ARCHITECTURAL DESIGN HAS OCCURRED. 47.TRAFFIC CONTROL ON PUBLIC STREETS IS THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE IN CONFORMANCE WITH THESE PLANS, THE "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES", AND AS FURTHER DIRECTED BY THE NEW HANOVER COUNTY AND NCDOT. 48.ANY REFERENCE TO A RETAINING WALL WITHIN THE PLAN SET IS FOR APPROVAL PERTAINING TO LOCATION, APPEARANCE, AND SIZE ONLY. ALL RETAINING WALLS MUST BE DESIGNED BY A LICENSED STRUCTURAL ENGINEER IN ACCORDANCE WITH THE NEW HANOVER COUNTY DESIGN AND CONSTRUCTION ORDINANCES. 49.NO STRUCTURAL COMPONENT OF ANY RETAINING WALL CAN BE LOCATED WITHIN A RIGHT-OF-WAY OR EASEMENT. 50.EQUIPMENT AND PRODUCTS OTHER THAN SPECIFIED MAY BE USED PROVIDED APPROVAL HAS BEEN OBTAINED FROM THE OWNER IN WRITING PRIOR TO ORDERING OR INSTALLATION. THE CONTRACTOR SHALL WAIVE ANY CLAIM FOR ADDITIONAL COSTS RELATED TO SUBSTITUTION OF ALTERNATE EQUIPMENT. 51.ALL SIGNAGE ASSOCIATED WITH THE PUBLIC STREET SYSTEM SHALL ADHERE TO MUTCD STANDARDS AND SPECIFICATIONS. GENERAL STORMWATER NOTES 1.THE CONTRACTOR SHALL VERIFY AND COORDINATE ALL DIMENSIONS SHOWN, INCLUDING THE HORIZONTAL AND VERTICAL LOCATION OF ALL STORM DRAIN STRUCTURES (CURB INLETS, DRAIN INLETS, MANHOLES ETC.) AND ALL UTILITIES CROSSING THE STORM SEWER PIPE SYSTEM. 2.THE STORM DRAIN CONTRACTOR SHALL PROVIDE ALL MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM DRAIN SYSTEM. 3.ALL RCP STORM DRAIN PIPES SHALL BE MINIMUM CLASS III REINFORCE CONCRETE PIPE, UNLESS OTHERWISE NOTED. 4.THE LOCATIONS OF STORM DRAIN STRUCTURES SHOWN ON THESE PLANS ARE APPROXIMATE. WHERE PROPOSED STORM DRAIN PIPING TIES TO EXISTING STRUCTURES, PIPES, SWALES, ETC., THE CONTRACTOR SHALL FIELD ADJUST PROPOSED STORM DRAIN PIPES TO MATE THE LOCATION OF THESE EXITING FEATURES. 5.ALL ROOF DRAINS SHALL BE AT MINIMUM 6" PVC (SCH 40) @ 1.00% MIN. SLOPE UNLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN. 6.THE CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 7.UPON COMPLETION OF THE PROJECT, AND BEFORE CERTIFICATE OF OCCUPANCY SHALL BE GRANTED, THE APPLICANT SHALL CERTIFY THAT THE COMPLETED PROJECT IS IN ACCORDANCE WITH THE APPROVED STORMWATER MANAGEMENT PLANS AND DESIGNS, AND SHALL SUBMIT ACTUAL "AS-BUILT" PLANS FOR ALL STORMWATER MANAGEMENT FACILITIES OR PRACTICES AFTER FINAL CONSTRUCTION IS COMPLETED." PERMITTING NOTES 1.NEW HANOVER COUNTY WATER AND SEWER PERMITS MAY BE REQUIRED PRIOR TO COMMENCING UTILITY WORK. 2.NEW HANOVER COUNTY LAND DISTURBANCE PERMIT AND CERTIFICATE OF COMPLIANCE REQUIRED PRIOR TO COMMENCING GRADING OPERATIONS. 3.NCDOT DRIVEWAY PERMIT, TWO PARTY, AND THREE-PARTY ENCROACHMENT AGREEMENT IS REQUIRED PRIOR TO COMMENCING WORK WITHIN THE RIGHT-OF-WAY. GENERAL UTILITY NOTES 1.ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY AND NCDOT STANDARDS, SPECIFICATIONS AND DETAILS. 2.CONTRACTOR IS RESPONSIBLE TO PERFORM ALL CONSTRUCTION ACTIVITIES IN A MANNER WHICH WILL NOT RESULT IN SANITARY SEWER OVERFLOWS OR BYPASSES TO THE WATERS OF THE STATE. IF SUCH DAMAGES ARE THE RESULT OF CONTRACTORS ACTIONS, THEY ARE RESPONSIBLE FOR ALL REMEDIES AND COSTS, INCLUDING FINES. 3.THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE HORIZONTAL AND VERTICAL LOCATION OF THE EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON THE RECORDS OF VARIOUS UTILITY COMPANIES, AND WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES CHARTED OR UNCHARTED WHICH MIGHT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. 4.ALL FILL MATERIAL IS TO BE IN PLACE AND COMPACTED BEFORE INSTALLATION OF PROPOSED UTILITIES. 5.MINIMUM TRENCH WIDTH AT THE TOP OF PIPE SHALL BE AT LEAST 18 INCHES GREATER THAT THE OUTSIDE DIAMETER OF THE PIPE. 6.CONTRACTOR SHALL NOTIFY THE NEW HANOVER COUNTY INSPECTORS 72-HOURS PRIOR TO CONNECTING TO ANY EXISTING UTILITY MAIN. 7.UTILITY LINES UNDERGROUND SHALL BE INSTALLED, INSPECTED AND APPROVED BEFORE BACKFILLING. 9.CONTRACTOR SHALL COORDINATE AND SCHEDULE INSTALLATION OF DRY UTILITIES WITH OTHER PRIME CONTRACTORS, UTILITY COMPANIES AND OTHER TRADES INCLUDING BUT NOT LIMITED TO: NATURAL GAS, ELECTRICITY, TELEPHONE, CATV, AND FIBER. 10.ALL CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE NCSBC AND OSHA REQUIREMENTS. 11.CONTRACTOR SHALL PHASE DEMOLITION AND NEW CONSTRUCTION TO ENSURE UNINTERRUPTED ACCESS AND UTILITY SERVICE TO ADJACENT FACILITIES. COORDINATE SHORT-TERM, OFF-HOUR, TEMPORARY SHUT- DOWNS WITH THE OWNER. 12.ALL VERTICAL CLEARANCE MEASUREMENTS ARE TAKEN FROM OUTSIDE EDGE OF PIPE TO OUTSIDE EDGE OF PIPE. 11.INSTALL PROPOSED SEWER MAINS WITH A COVER OF NO LESS THAN 3-FT TO FINISH GRADE IN NON-TRAFFIC AREAS, 5-FT TO FINISH GRADE IN TRAFFIC AREAS. 12.INSTALL PROPOSED WATER MAINS WITH A COVER OF NO LESS THAN 3-FT FROM THE FINISHED GRADE TO THE OUTSIDE DIAMETER OF THE PIPE. 13.INSTALL ALL UTILITIES TO PROVIDE REQUIRED HORIZONTAL AND VERTICAL CLEARANCES, AS FOLLOWS; ·WHEN INSTALLING WATER AND/OR SEWER MAINS, THE HORIZONTAL SEPARATION BETWEEN UTILITIES SHALL BE 10'. IF THIS SEPARATION CANNOT BE MAINTAINED DUE TO EXISTING CONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN A SEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN AT LEAST 18" ABOVE THE TOP OF THE SEWER AND MUST BE APPROVED BY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES ARE MEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER ·WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, OR ANYTIME A SANITARY SEWER PASSES OVER A WATER MAIN, DIP MATERIALS OR STEEL ENCASEMENT EXTENDED 10' ON EACH SIDE OF CROSSING MUST BE SPECIFIED AND INSTALLED TO WATERLINE SPECIFICATIONS ·MAINTAIN 18" MIN. VERTICAL SEPARATION AT ALL WATER MAIN AND RCP STORM DRAIN CROSSINGS; MAINTAIN 24" MIN. VERTICAL SEPARATION AT ALL SANITARY SEWER AND RCP STORM DRAIN CROSSINGS. WHERE ADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIP MATERIALS AND A CONCRETE CRADLE HAVING 6" (TYP.) MIN. CLEARANCE. ·ALL OTHER UNDERGROUND UTILITIES SHALL CROSS WATER AND SEWER FACILITIES WITH 18" MIN. VERTICAL SEPARATION REQUIRED 14.ALL CONCRETE ENCASEMENTS SHALL HAVE A MINIMUM 28 DAY COMPRESSION STRENGTH AT 3000 PSI. 15.ALL PROPOSED VALVES TO BE PLACED IN VALVE BOX PER DETAIL. 16.ALL PROPOSED WATER PIPES REQUIRE TRACER WIRE, WITH GAS AND OIL RESISTANT INSULATION, RUNNING ALONG THE CROWN OF THE PIPE IN CONTINUOUS LENGTHS. THE TRACER WIRE SHALL BE SECURED TO THE PIPE IN INTERVALS OF 10' (MAXIMUM) WITH TAPE. ONE TRACER WIRE AND MARKER BALLS, IF SPECIFIED, WILL BE INSTALLED ALONG EACH INDIVIDUAL PIPE AND WILL NOT BE INTERCONNECTED WITH TRACER WIRES FOR OTHER PIPES. EACH TRACER WIRE WILL BE EXPOSED IN A VALVE BOX, PER DETAIL, AND THE VALVE BOX WILL NOT BE SHARED WITH OTHER TRACER WIRES. 17.CONTRACTOR IS RESPONSIBLE TO PROVIDE A FULL JOINT OF PRESSURE PIPE (20') OR PROVIDE BELL JOINT RESTRAINT HARNESS IF BELL JOINTS ARE INSTALLED AT LESS THAN 18' FROM EACH BEND OR FITTING IN ADDITION TO ADHERING TO SPECIFIED COMPACTION REQUIREMENTS.  IN ANY EVENT, THE CONTRACTOR IS SOLELY RESPONSIBLE TO ACHIEVE SATISFACTORY PRESSURE TESTS RESULTS FOR ALL PIPE LINES WITHOUT ADDITIONAL COST OR TIME. 18.A SUCCESSFUL PRESSURE TEST IS 150% OF OPERATION PRESSURE OR 150PSI (WHICHEVER IS GREATER) FOR TWO HOURS, IN ACCORDANCE WITH NEW HANOVER UTILITY AUTHORITY RULES AND REGULATIONS. 19.THE NEW HANOVER COUNTY HAS THE RIGHT TO INSPECT ALL PRIVATE WATER SYSTEMS. 20.THE CONTRACTOR SHALL PROTECT ALL SIGNS, MANHOLES, TELEPHONE RISERS, WATER VALVES, ETC. DURING ALL CONSTRUCTION PHASES. THE CONTRACTOR SHALL REPAIR ANY AND ALL EXISTING UTILITIES DAMAGED DURING CONSTRUCTION, AT NO EXPENSE TO THE OWNER. 21.ALL PROPOSED UTILITIES SHALL BE INSTALLED UNDERGROUND. 22.REFER TO ARCHITECTURAL DRAWINGS FOR TIE-IN LOCATIONS AND ELEVATION OF ALL UTILITIES. 23.ALL RISER ROOMS SHALL HAVE KNOX BOXES. 24.PROPOSED SANITARY SEWER SERVICES SHALL BE (4" PVC (SCH 40) @2.00% MIN./6" PVC (SCH 40) @1.00% MIN.) SLOPE UNLESS INDICATED OTHERWISE. USE DUCTILE IRON WHEN COVER IS LESS THAN 24-IN. 25.PROPOSED SANITARY SEWER SERVICES OVER 20 FEET LONG WITH LESS THAN 3 FEET OF COVER REQUIRE DUCTILE IRON PIPE. 26.ALL CONDENSATE LINES SHALL BE CONNECTED TO STORM DRAINAGE SYSTEM. 27.THE CONTRACTOR IS RESPONSIBLE FOR COMPLYING WITH THE SPECIFICATIONS OF THE NEW HANOVER COUNTY REGULATED MATERIALS, INSTALLATION METHODS AND TESTING OF UTILITY MAINS AND SERVICES. 28.ALL BUILDINGS SHALL HAVE ADDRESSES POSTED ON THE BUILDING, IN A CLEARLY VISIBLE LOCATION. 29.ALL FDC'S SHALL HAVE SIGNAGE INDICATING WHICH BUILDING IT SERVES. 30.FIRE LANES SHALL BE MARKED THROUGHOUT THE SITE, INCLUDING THE FRONT AND REAR OF BUILDINGS AND IN FRONT OF THE FIRE HYDRANTS AND FDC'S. 31.ALL GAS METERS AND ELECTRICAL EQUIPMENT SUBJECT TO VEHICLE IMPACT SHALL BE PROTECTED BY BOLLARDS. 32.NO TREES, SHRUBS OR PLANTS SHALL BE WITHIN 3 FEET OF ALL FIRE DEPARTMENT EQUIPMENT. 33.SEWER MAIN EASEMENTS SHALL BE GRADED SMOOTH, FREE FROM ROCKS, BOULDERS, ROOTS, STUMPS, AND OTHER DEBRIS, AND SEEDED AND MULCHED UPON THE COMPLETION OF CONSTRUCTION. 34.ALL VALVES SHALL BE RESTRAINED IN BOTH DIRECTIONS IN A MANNER CONSISTENT WITH OPERATION AS A DEAD END USING STAINLESS STEEL RODDING AND BLOCKING IN ACCORDANCE WITH NEW HANOVER UTILITY AUTHORITY RULES AND REGULATIONS UNLESS OTHERWISE SHOWN ON THE PLANS. 35.THE CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER. 36.CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH OWNER AND UTILITY PROVIDERS FOR RELOCATION OF POWER SERVICE. LOCATIONS INDICATED ON PLAN ARE APPROCIMATE AND SUBJECT TO VENDOR APPROVAL. 37.CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING FEES AND INSPECTION CHARGES. 38.TEMPORARY ELECTRICAL OR WATER SERVICE REQUIRED FOR PROJECT IS THE RESPONSIBILITY OF THE CONTRACTOR. 39.CONTRACTOR TO COORDINATE WITH OWNER FOR PLACEMENT OF PERMANENT POWER SERVICE GENERAL DEMOLITION NOTES 1.ALL WORK TO BE PERFORMED IN ACCORDANCE WITH APPLICABLE FEDERAL, STATE AND LOCAL REGULATIONS. 2.ALL CONTRACTORS SHALL VISIT THE SITE AND OBSERVE EXISTING CONDITIONS PRIOR TO BIDDING. 3.IN GENERAL, FEATURES TO BE REMOVED UNDER THIS CONTRACT SHALL BE INDICATED ON THE DEMOLITION AND EROSION CONTROL PLANS: - ALL EXISTING STRUCTURES AND UTILITIES SHALL BE REMOVED AS SHOWN ON THE PLANS TO ALLOW FOR NEW CONSTRUCTION; - ALL UTILITIES OR STRUCTURES NOT INDICATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN, AND TO BE PROTECTED FROM DAMAGE. - THE CONTRACTOR SHALL CONTACT OWNER IN EVENT REMOVAL/MODIFICATION OF FEATURE(S) NOT PERMITTED BECOMES REQUIRED TO COMPLETE THE WORK. CONTRACTOR WILL WAIT FOR DIRECTION FROM OWNER PRIOR TO PROCEEDING. 4.THE CONTRACTOR SHALL PROTECT ALL MONUMENTS, IRON PINS, AND PROPERTY CORNERS DURING CONSTRUCTION. 5.PRIOR TO DEMOLISHING EXISTING STRUCTURES, MAKE AN INSPECTION FOR ANY HAZARDOUS MATERIALS. CONTACT DESIGNER IMMEDIATELY IF ANY HAZARDOUS MATERIALS ARE DISCOVERED. CAP AND REMOVE UTILITY SERVICES, FUEL TANKS AND SEPTIC SYSTEMS. 6.ALL MATERIAL TO BE DEMOLISHED, DEMOLITION DEBRIS AND OTHER EXCESS WASTE MATERIAL GENERATED FROM DEMOLITION ACTIVITIES SHALL BECOME THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL BE DISPOSED OF OFF-SITE AS DIRECTED BY THE OWNER, IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL LAWS, RULES, AND REGULATIONS. 7.ALL PAVEMENT OR CONCRETE TO BE REMOVED SHALL BE SAW CUT TO PROVIDE A STRAIGHT AND UNIFORM JOINT FOR NEW PAVEMENT, SIDEWALK, OR CURB AND GUTTER, ETC. ANY EXISTING PAVEMENT, SIDEWALK, CURB AND GUTTER, ETC. THAT MUST BE REMOVED TO ALLOW NEW CONSTRUCTION SHALL BE REMOVED AND REPAIRED PER THE SPECIFICATIONS AND DETAILS OR TO MATCH PRE-CONSTRUCTION CONDITIONS (WHETHER OR NOT SHOWN ON THE DRAWINGS TO BE REMOVED). 8.TREE PROTECTION FENCING SHALL BE INSTALLED AS REQUIRED PRIOR TO BEGINNING CLEARING OPERATIONS. 9.CLEAR AND GRUB ALL AREAS AS SHOWN ON THE PLANS AND REQUIRED TO PERMIT INSTALLATION OF NEW CONSTRUCTION, PER SPECIFICATIONS AND DRAWINGS. 10.EXISTING TREES, SHRUBS OR OTHER LANDSCAPE MATERIAL NOT SHOWN TO BE REMOVED ON THE PLANS SHALL BE REMOVED ONLY AFTER APPROVAL OF DESIGNER. 11.AT THE START OF GRADING INVOLVING THE LOWERING OF EXISTING GRADE AROUND A TREE OR STRIPPING OF TOPSOIL, A CLEAN SHARP VERTICAL CUT SHALL BE MADE AT THE EDGE OF THE TREE SAVE AREA PRIOR TO OR AT THE SAME TIME AS SILT FENCE AND OTHER EROSION CONTROL MEASURES ARE INSTALLED. THE TREE PROTECTION FENCING SHALL BE INSTALLED ON THE SIDE OF THE CUT FARTHEST AWAY FROM THE TREE TRUNK AND SHALL REMAIN IN PLACE UNTIL ALL CONSTRUCTION IN THE VICINITY OF THE TREE IS COMPLETE. NO STORAGE OF FILL, MATERIALS, OR EQUIPMENT AND NO TRESPASSING SHALL BE ALLOWED WITHIN THE BOUNDARY OF THE PROTECTED AREA. 12.ROOT PROTECTION ZONE EQUALS ONE FOOT OF RADIUS FOR EVERY INCH OF DIAMETER OF EXISTING TREES, OR SIX-FOOT RADIUS, WHICHEVER IS GREATER, NO DISTURBANCE ALLOWED WITHIN THE AREA. AREA MUST BE PROTECTED WITH BOTH TREE PROTECTION FENCING AND WARNING SIGNS. 13.ALL EXISTING UNDERGROUND ELEMENTS/UTILITIES SHOWN SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO LAND DISTURBING ACTIVITIES. AT LEAST 48 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY, THE CONTRACTOR SHALL CALL "811" FOR PROPER IDENTIFICATION OF EXISTING UTILITIES WITHIN THE SITE. 14.PROTECT ALL ADJACENT PROPERTIES, THE GENERAL PUBLIC AND ALL OF THE OWNER'S FACILITIES. SHOULD DAMAGES OCCUR, NOTIFY DESIGNER AND REPAIR IMMEDIATELY AS DIRECTED. 15.NO WORK SHALL BE PERFORMED ON RIGHT-OF-WAYS OR ADJACENT PROPERTIES UNTIL THE OWNER NOTIFIES CONTRACTOR IN WRITING OF PROCUREMENT OF APPROPRIATE PERMITS, EASEMENTS, AGREEMENTS, OR RIGHTS-OF-WAY. GENERAL EXISTING CONDITIONS NOTES 1.THE LOCATION AND SIZE OF EXISTING UTILITIES ARE SHOWN AS APPROXIMATE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTAL AND VERTICAL LOCATION AND THE PROTECTION OF ALL PUBLIC OR PRIVATE UTILITIES (SHOWN AND NOT SHOWN) WHICH LIE IN OR ADJACENT TO THE CONSTRUCTION SITE. 2.EXISTING SITE BOUNDARY AND TOPOGRAPHIC, UTILITY AND OFF-SITE ROADWAY SURVEY INFORMATION WAS TAKEN FROM SURVEY BY MIKE TACKETT, PERFORMED AUG 26TH, 2024. THESE PLANS DO NOT ASSUME ANY LIABILITY FOR ANY EXISTING INFORMATION BOTH SHOWN AND NOT SHOWN ON THE SURVEY AND ANY CHANGES TO THE EXISTING CONDITIONS THAT MAY HAVE OCCURRED AFTER THE SURVEY WAS ISSUED. CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS PRIOR TO CONSTRUCTION. 3.THIS SITE IS/IS NOT LOCATED WITHIN SPECIAL FLOOD HAZARD AREAS AS DETERMINED BY FEMA AND DEPICTED ON F.I.R.M. MAP 3720325200K, DATED 2/26/2007 AS BEING WITHIN ZONE "X-OTHER AREA". GENERAL EROSION AND SEDIMENT CONTROL NOTES 1.TOTAL LIMITS OF DISTURBANCE : ± 192241 SF/4.4 AC 2.REFER TO PHASED EROSION AND SEDIMENT CONTROL PLANS FOR CLEARING LIMITS AND TEMPORARY EROSION CONTROL DEVICES TO BE INSTALLED PRIOR TO COMMENCING LAND CLEARING OR CONSTRUCTION ACTIVITIES. 3.CONTRACTOR SHALL COMPLY WITH ALL STATE AND LOCAL CODES IN OBSERVING EROSION CONTROL MEASURES BOTH ON AND OFF SITE. 4.ALL EROSION AND SEDIMENT CONTROL PRACTICES TO BE INSPECTED WEEKLY AND AFTER EVERY RUNOFF PRODUCING RAINFALL EVENT, AS DIRECTED BY LOCAL AUTHORITIES. NEEDED REPAIRS WILL BE MADE IMMEDIATELY. 5.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED, AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 6.CONTRACTOR SHALL PERFORM SELF-INSPECTIONS AFTER EACH PHASE OF THE PROJECT UNTIL AFTER FINAL STORMWATER/SITE STABILIZATION INSPECTION AND THE SITE IS APPROVED AS STABILIZED. 7.THE CONTRACTOR SHALL INCLUDE IN THE CONTRACT PRICE ANY DEWATERING NECESSARY TO CONSTRUCT THE PROJECT AS SHOW ON THE PLANS. 8.ALL 3:1 SLOPES SHALL BE STABILIZED WITH 'NO-MOW' NATURALIZED SEED MIX AND EROSION CONTROL MATTING. 9.INSTALL PERMANENT SEEDING ALONG ALL ROADSIDE DITCHES AND CHANNELS WITHIN CONSTRUCTION LIMITS OF PROJECT. ROADSIDE DITCHES AND CHANNELS SHALL BE STABILIZED DAILY UNTIL PERMANENT GROUND COVER IS ESTABLISHED. 10.ALL EROSION & SEDIMENT CONTROL FENCING, FINAL INLET PROTECTIONS, FINAL PIPE INLET/OUTLET PROTECTIONS, AND TREE PROTECTION FENCING SHALL REMAIN IN PLACE UNTIL REMOVAL IS APPROVED AFTER FINAL STORMWATER/SITE STABILIZATION INSPECTION AND APPROVAL. 11.INSTALL SLOPE EROSION CONTROL MATTING ON TOP OF ALL SIDE SLOPES ON CHANNELS, DIVERSION DITCHES, TEMPORARY SEDIMENT BASINS AND TEMPORARY SEDIMENT CATCHES, PER MANUFACTURERS SPECIFICATIONS. 12.INSTALL SLOPE EROSION CONTROL MATTING AS TEMPORARY STABILIZATION DURING THE ESTABLISHMENT OF GROUNDCOVER ON ALL TEMPORARY SLOPES GREATER THAN 6:1. INSTALL PER MANUFACTURERS SPECIFICATIONS. 13.MINIMUM REQUIRED SLOPE PROTECTION FOR ALL SLOPES GREATER THAN 3:1: -LESS THAN 10' ELEVATION CHANGE: MINIMUM JUTE NETTING. -GREATER THAN 10' ELEVATION CHANGE: MINIMUM NORTH AMERICAN GREEN S75 EROSION CONTROL MATTING OR EQUIVALENT. 14.MAXIMUM GRADED SLOPE SHALL NOT EXCEED 2:1. 15.GROUND COVER STABILIZATION SHALL BE IN ACCORDANCE WITH NPDES PERMIT AND THE GROUND STABILIZATION TABLE ON SHEET CE100. 16.DURING ALL PHASES OF CONSTRUCTION GROUND COVER ON EXPOSED SLOPES SHALL BE PROVIDED FOLLOWING THE COMPLETION OF ANY PHASE OF GRADING, ACCORDING TO THE GROUND STABILIZATION TABLE ON SHEET CE100. 17.TEMPORARY CONSTRUCTION FENCE SHALL BE USED AS SHOWN ON THE PLANS TO INDICATE THE LIMITS OF DISTURBANCE AND/OR TO SECURE THE CONSTRUCTION SITE AS NECESSARY. 18.ALL STORM PIPES SHALL BE PROTECTED WITH STONE FILTER PROTECTION AFTER STOPPAGE OF WORK EACH DAY. 19.INITIAL STORMWATER INLET PROTECTION FOR NEW STORM STRUCTURES SHALL BE ROCK AND GRAVEL INLET PROTECTIONS. 20.ALL ROCK AND GRAVEL INLET PROTECTIONS FOR STRUCTURES WITHIN PAVED AREAS SHALL BE CONVERTED TO SILT BAG INLET PROTECTION TYPE DURING BASE PREPARATIONS FOR CURBING AND PAVEMENT. 21.IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY & ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND-DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR IS A LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT. IF THE LAND-DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND-DISTURBING ACTIVITIES AND MUST BE PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROL ACT AS A ONE-USE BORROW SITE OR THROUGH THE MINING ACT. 22.SUFFICIENT EROSION CONTROL PRACTICES MUST BE INSTALLED AND MAINTAINED TO RETAIN SEDIMENT WITHIN THE BOUNDARIES OF THE SITE. 23.ALL NCDEQ INSPECTIONS SHALL BE SCHEDULED ONLINE AT: HTTPS://EDOCS.DEQ.NC.GOV/FORMS/NONDISCHARGE-BRANCH-SUBMITTAL-FORM GENERAL SITE LIGHTING NOTES 1.ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY. ALL GENERAL NOTES AND GENERAL CONSTRUCTION NOTES APPLY. 2.THE CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITY TAKE-OFFS AND VERIFICATION OF MATERIALS AS SHOWN ON THESE PLANS AND IN WRITTEN SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION. 3.THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING AND PROPOSED UNDERGROUND UTILITIES PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL. 4.TRANSYSTEMS CORPORATION IS NOT RESPONSIBLE FOR SAFETY AND SECURITY RISKS DUE TO INADEQUATE LIGHT LEVELS ON THE SITE. 5.THIS PLAN IS TO BE USED FOR PERMITTING PURPOSES ONLY. 6.THE OWNER RESERVES THE RIGHT TO UPGRADE OR PROPOSE ALTERNATE LIGHT FIXTURES PRIOR TO CONSTRUCTION DRAWING APPROVAL. ANY REVISIONS SHALL MEET ALL SPECIFICATIONS OF THE CITY OF RALEIGH LIGHTING ORDINANCE. PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 4 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ G - 0 0 2 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O R ATION REGIS T E R E D LANDSCA P E A R CHITEC TU R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H R E G I S T ERED L A N D S CAP E A R C H ITECT GENERAL NOTES G-002 D. MILLER J. GUTHRIE M.LERCH LEGEND EXISTING LINE TYPE DESCRIPTION PROPOSED LINETYPE EXISTING SYMBOL DESCRIPTION PROPOSED SYMBOL bol mb f LOD LOC sco exss# S wv icv gm gm gv wm bfp cb yi FIRE DEPARTMENT CONNECTIONfdc di piv exsd # sdco D THRUST BLOCKING et hh 3939 1.00 BLOCK AND GRAVEL INLET PROTECTION SILT SACK INLET PROTECTION FILTER HORSESHOE PIPE PROTECTION CONSTRUCTION ENTRANCE WITH EXIT WASH RACK HARDWARE CLOTH AND GRAVEL INLET PROTECTION REINFORCING MAT LINING EG 1.00 FG 1.00 RIP RAP APRON XX oooooooo SD 40 X X X X X X X X 40 RDRD UDUD FDFD UGEUGE OHEOHE SSFMSSFM SSSS CWSCHWR TCE BF BF BF SF SF SF SSF GASGAS W W tp catv F/OFO CATVCATV UGT TPF TPF TP/SF >>> TD > TCF DIRECTIONAL ARROWS STOP BAR EXISTING CONIFER TREE EXISTING DECIDUOUS TREE FOB EXISTING PATTERN DESCRIPTION PROPOSED PATTERN EXISTING SYMBOL DESCRIPTION PROPOSED SYMBOL AIR RELEASE VALVE COMBINATION TREE PROTECTION/SILT FENCE TEMPORARY CONSTRUCTION FENCE TEMPORARY CONSTRUCTION EASEMENT PARKING COUNT LIST OF ABBREVIATIONS APPROX APPROXIMATE AD ANGLE DEVIATION ADA AMERICAN DISABILITIES ACT Ac OR AC ACRE Bndy BOUNDARY BC BOTTOM OF CURB BOC BACK OF CURB BOW BACK OF WALK BM BOOK OF MAPS BPE BUILDING PAD ELEVATION BR BOTTOM OF RAMP BS BOTTOM OF STAIR BVCE BEGIN VERTICAL CURVE ELEVATION BVCS BEGIN VERTICAL CURVE STATION BW BOTTOM OF WALL C&G CURB AND GUTTER CB CATCH BASIN CI CURB INLET CIP CAST-IN-PLACE cfs CUBIC FEET PER SECOND CL CENTER LINE CO CLEANOUT Conc.CONCRETE CONN CONNECTION Cu Ft (cf)CUBIC FOOT Cu Yd (cy)CUBIC YARD DA DRAINAGE AREA DB DEED BOOK dbh DIAMETER AT BREAST HEIGHT DG DESIGN GROUND DI DRAIN INLET DIP DUCTILE IRON PIPE DMH DRAIN MANHOLE DOJ DEPARTMENT OF JUSTICE D/S DOWNSTREAM DWG DRAWING DWL DOUBLE WHITE LINE DYL DOUBLE YELLOW LINE E EAST ECM EXISTING CONCRETE MONUMENT EIA EXISTING IRON AXLE EIP EXISTING IRON PIN EIR EXISTING IRON ROD EG EXISTING GRADE ELEV, EL ELEVATION ELIP ELLIPTICAL EOA EDGE OF ASPHALT EOP EDGE OF PAVEMENT ESC EROSION AND SEDIMENT CONTROL EVCE END VERTICAL CURVE ELEVATION EVCS END VERTICAL CURVE STATION EW END OF WALL EX OR EXIST EXISTING FDC FIRE DEPARTMENT CONNECTION FES FLARED END SECTION FFE FINISHED FLOOR ELEVATION FG FINISHED GRADE FH FIRE HYDRANT FHA FIRE HYDRANT ASSEMBLY FOC FACE OF CURB FT FEET GS GENERAL STATUTE GV GATE VALVE HC HANDICAPPED HDPE HIGH DENSITY POLYETHYLENE PIPE HGL HYDRAULIC GRADE LINE HORIZ HORIZONTAL HP HIGH POINT ID INSIDE DIAMETER I.D.IDENTIFICATION INV INVERT IPF IRON PIPE FOUND L LENGTH Lbs POUNDS LP LOW POINT LW WEIR LENGTH Max MAXIMUM MH MANHOLE Min MINIMUM N NORTH NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM NCDEQ NC DEPARTMENT OF ENVIRONMENTAL QUALITY NCDOT NC DEPARTMENT OF TRANSPORTATION NIC NOT IN CONTRACT NTS NOT TO SCALE O/S OFFSET PI POINT OF INTERSECTION Pg OR PG PAGE PL PROPERTY LINE POC POINT OF CONCENTRATION POD POINT OF DISCHARGE PREC PRECAST PROP PROPOSED PVC POLY(VINYL CHLORIDE) PVI POINT OF VERTICAL INFLECTION PI POINT OF INTERSECTION PT POINT OF TANGENCY PS PUMP STATION PVC POLY VINYL-CHLORIDE PIPE QTY QUANTITY R RADIUS RCP REINFORCED CONCRETE PIPE RD ROOFDRAIN RGRCP RUBBER GASKET RCP ROW RIGHT-OF-WAY S SOUTH SA SURFACE AREA SS SANITARY SEWER SCH SCHEDULE SD STORM DRAIN SDR STANDARD DIMENSION RATIO SF SILT FENCE SHLD SHOULDER SP SPACE SSF SUPER SILT FENCE SSMH SANITARY SEWER MANHOLE STA STATION STD STANDARD STRM STORM SMH STORM MANHOLE SQFT (sf)SQUARE FOOT SQYD (sy)SQUARE YARD SWL SINGLE WHITE LINE SYL SINGLE YELLOW LINE T THICKNESS TBA TO BE ABANDONED TBD TO BE DETERMINED TBR TO BE REMOVED TC TOP OF CURB TOC TIME OF CONCENTRATION TPF TREE PROTECTION FENCE TIP TRENCH INLET PROTECTION TR TOP OF RAMP TS TOP OF STAIR TSSB TEMPORARY SEDIMENT SKIMMER BASIN TST TEMPORARY SEDIMENT TRAP TW TOP OF WALL TYP TYPICAL U/S UPSTREAM VERT VERTICAL VC VERTICAL CURVE YI YARD INLET W WEST WD WIDE OR WIDTH NOTE: THIS LIST MAY NOT BE INCLUSIVE OF ALL ABBREVIATIONS USED WITHIN THE CONSTRUCTION DRAWING SET. IF THE CONTRACTOR IS UNSURE OF AN ABBREVIATION OR TERMINOLOGY USED WITHIN THIS CONSTRUCTION SET, IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE ENGINEER FOR CLARIFICATION. THE ENGINEER OR THE OWNER WILL NOT BE HELD LIABLE FOR MISINTERPRETATION OF THE CONSTRUCTION PLAN SET BY THE GENERAL CONTRACTOR OR ANY OF HIS SUB-CONTRACTORS. BLOW OFF VALVE BO PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 4 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ G - 0 0 3 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION MB BOL F 12 SD # T HH CATV GM GV SS ss # CWA TSD > SILT FENCE OUTLET WATTLE SILT SOCK INLET PROTECTION CONSTRUCTION ENTRANCE DEWATERING BAG CONCRETE WASHOUT WETLANDS RIPRAP EARTH DIRT ROAD BRICK PAVE PERVIOUS LIGHT DUTY ASPHALT HEAVY DUTY ASPHALT ASPHALT LIGHT DUTY CONCRETE HEAVY DUTY CONCRETE CONCRETE GRAVEL SPRINKLER HEAD IRRIGATION CONTROL VALVE REDUCER CAP CROSS TEE WYE BENDS BACKFLOW PREVENTER FIRE HYDRANT WATER METER POST INDICATOR VALVE WATER VALVE SEWER STRUCTURE TAG GREASE TRAP SEWER CLEANOUT SEWER MANHOLE GAS VALVE GAS METER GAS MARKER FIBER OPTIC PEDESTAL FIBER OPTIC MARKER CABLE BOX TELEPHONE PEDESTAL ELECTRIC HANDHOLE TRANSFORMER LIGHT POLE GUY WIRE GUY POLE POWER POLE STORM STRUCTURE TAG FLARED END SECTION YARD INLET DROP INLET DOUBLE CURB INLET CURB INLET STORM CLEANOUT STORM JUNCTION BOX STORM MANHOLE GRADE ARROW SPOT ELEVATION ADA MARKING TRUNCATED DOME BIKE RACK SIGN FLAG POLE BOLLARD MAILBOX TEMPORARY SLOPE DRAIN TEMPORARY DIVERSION DITCH TIME OF CONCENTRATION TREE PROTECTION FENCE SUPER SILT FENCE SILT FENCE BAFFLE CHILLED WATER WATER LINE SANITARY SEWER GRAVITY MAIN SANITARY SEWER FORCEMAIN GAS LINE TELEPHONE CABLE TV FIBER OPTIC OVERHEAD ELECTRIC UNDERGROUND ELECTRIC FOUNDATION DRAIN UNDER DRAIN ROOF DRAIN STORM DRAIN PIPE SWALE CENTERLINE MAJOR CONTOUR MINOR CONTOUR ACCESSIBLE ROUTE GUARDRAIL WOOD FENCE CHAINLINK FENCE FENCE DEMOLITION DESIGNATION LIMITS OF CONSTRUCTION LIMITS OF DISTURBANCE TREELINE SETBACK BUFFER EASEMENT PROPERTY LINE bo arv GENERAL LEGEND G-003 J & Z RENTAL COMPANY LLC D.B. 6149, PG. 274 PID # R00700-001-002-000 ZONING: I-2 HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y N/F SIDBURY LAND & TIMBER LLC D.B. 6063, PG. 2533 PID # R01200-002-004-000 ZONING: I-2 N/F CAROLINAS CEMENT COMPANY LLC D.B. 6063, PG. 2539 PID # R00600-001-005-000 ZONING: I-2 CASTLE HAYNE DEVELOPMENT INC N/F POOCH ENTERPRISES LLC 185 ORCHARD MILL RD HAMPSTEAD, NC 28443 D.B. 6084 PG. 2562 D.B. 6165, PG. 2459 PID # R00700-001-001-000 ZONING: I-2 5.9288 ACRES PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING 8" PVC ROOF DRAIN EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING 15" RCP EXISTING PAVED ENTRANCE OH E EXISTING 20" CPP EXISTING SIGN 27 28 28 IE:23.21' IE:25.24' OS RIM:26.99' WEIR:25.49'(0.83'x3') ORIFICE:23.42' IE:23.27' EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS IE:23.12' IE:23.12'25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 2728 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 PROP. LINE PROP. LINE PROP. LINE PROP. LINE PROP. LINE EXISTING CONDITIONS CV100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 4 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ C V 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION N GENERAL EXISTING CONDITIONS NOTES 1.BOUNDARY, TOPOGRAPHIC, & UTILITY INFORMATION, EXCEPT AS NOTED, TAKEN FROM AN ELECTRONIC COPY OF A SURVEY PREPARED BY GANNETT FLEMING TRANSYSTEMS. DATED AUGUST 26, 2024, DATUM NAD83/2011. ADDITIONAL EXISTING CONDITIONS MUST BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO STARTING ANY WORK. 2.WETLANDS, ROCK OUTCROPPINGS, CEMETERIES, ETC. DO NOT EXIST ON THE SITE 3.CONTRACTOR TO VERIFY HORIZONTAL AND VERTICAL EXISTING UTILITY LOCATIONS PRIOR TO COMMENCING ANY LAND DISTURBANCE. REPORT ANY CONFLICTS TO ENGINEER. 4.TREE SURVEY REPORT PROVIDED BY TRANSYSTEMS, MARK LERCH, ISA ARBORIST, FL-5878A AND LICENSED SURVEYOR MIKE TACKETT, L-4556. 5.COORDINATES SHOWN ARE GRID COORDINATES. 6.BASIS OF BEARINGS: NC STATE PLANE GRID COORDINATES, NAD83(1986) VERTICAL DATUM NAVD88. 7.ALL DISTANCES ARE HORIZONTAL GROUND DISTANCES IN U.S. SURVEY FEET UNLESS OTHERWISE NOTED. 8.AREAS SHOWN HEREON WERE COMPUTED USING THE COORDINATE METHOD. 9.LINES NOT SURVEYED ARE SHOW AS BROKEN LINES FROM INFORMATION REFERENCED ON THE FACE OF THIS PLAT. 10.SUBJECT PROPERTY IS LOCATED WITHIN THE FLOOD ZONE "X" (MINIMAL FLOOD RISK) ACCORDING TO THE FLOOD INSURANCE RATE MAP #3720313800K DATED 8/28/2018. 11.IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE. 12.TO THE BEST OF OUR KNOWLEDGE, THERE IS NO PRESENCE OF THE FOLLOWING ON THE PROJECT SITE: ·NON-ENCROACHMENT AREA / NON-ENCROACHMENT AREA FRINGE ·FLOODWAY / FLOODWAY AREA FRINGE ·STEEP SLOPES CURVE TABLE CURVE # C1 C2 LENGTH 340.318 487.721 RADIUS 1396.418 962.694 DELTA 013.9634 029.0273 CHORD BEARING S83° 19' 27"W N75° 18' 06"W CHORD LENGTH 339.48 482.52 D. MILLER J. GUTHRIE M.LERCH J & Z RENTAL COMPANY LLC D.B. 6149, PG. 274 PID # R00700-001-002-000 ZONING: I-2 HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y N/F SIDBURY LAND & TIMBER LLC D.B. 6063, PG. 2533 PID # R01200-002-004-000 ZONING: I-2 N/F CAROLINAS CEMENT COMPANY LLC D.B. 6063, PG. 2539 PID # R00600-001-005-000 ZONING: I-2 CASTLE HAYNE DEVELOPMENT INC N/F POOCH ENTERPRISES LLC 185 ORCHARD MILL RD HAMPSTEAD, NC 28443 D.B. 6084 PG. 2562 D.B. 6165, PG. 2459 PID # R00700-001-001-000 ZONING: I-2 5.9288 ACRES PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING 8" PVC ROOF DRAIN EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING 15" RCP EXISTING PAVED ENTRANCE OH E EXISTING 20" CPP EXISTING SIGN 27 28 28 IE:23.21' IE:25.24' OS RIM:26.99' WEIR:25.49'(0.83'x3') ORIFICE:23.42' IE:23.27' EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS IE:23.12' IE:23.12'25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 2728 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 S F S F S F S F S F S F S F S F S F S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSF SF SF SF SF SF SF SF SFSFSFSFSFSFSF SFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF S F S F S F SF SF SF SF SF SF S F S F S F S F S F S F S F S F S F S F SF SF STAGING AREA STOCKPILE AREASF SF SF SF SF SF SF SF SF SF SF LOD LO D LO D LO D LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D L O D L O D L O D LOD L O D L O D L O D L O D LO D LO D LOD LOD LOD LOD LOD LO D LO D LOD LOD 2 3 2 4 2 5 2 6 T D > T D > T D > T D > T D > T D >TD >TD >TD >TD >TD >TD >TD >TD >TD >TD > EROSION & SEDIMENTATION CONTROL PLAN CE100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ C E 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION N PHASE 1 EROSION AND SEDIMENT CONTROL NOTES 1.TOTAL LIMITS OF DISTURBANCE : ±192241 SF/4.4 AC 2.THE INDICATED STAGING AREA IS INTENDED FOR VEHICLES AND NON-ERODIBLE MATERIALS ONLY. NO SOIL, SAND OR OTHER ERODIBLE, FINE GRAINED MATERIAL SHALL BE STORED OUTSIDE OF THE LIMITS OF THE SITE PROTECTED BY EROSION & SEDIMENT CONTROL DEVICES OR MEASURES. 3.SOIL AND OTHER MATERIALS SHALL BE ONLY TEMPORARILY STOCKPILES WITHIN THE CONSTRUCTION LIMITS AND PROTECTED BY EROSION AND SEDIMENT CONTROL DEVICES AND MEASURES. STOCKPILES SHALL BE STABILIZED AS NECESSARY. 4.EROSION AND SEDIMENT CONTROL MEASURES SHALL BE MAINTAINED CONTINUOUSLY AND MAY BE RELOCATED AS NECESSARY TO COMPLETE CONSTRUCTION ACTIVITIES. SEEDED AREAS SHALL BE CHECKED REGULARLY AND SHALL BE WATERED, FERTILIZED, RESEEDED, AND MULCHED AS NECESSARY TO OBTAIN A DENSE STAND OF GRASS. 5.IN ADDITION TO THE MEASURES SHOWN ON THE PLANS, THE CONTRACTOR SHALL USE INTERIM SILT FENCES, DIVERSION DITCHES, BERMS, OR OTHER METHODS AS REQUIRED TO DIRECT DRAINAGE AS SHOWN ON THE PLANS AND TO PREVENT SILT AND CONSTRUCTION DEBRIS FROM FLOWING ONTO ADJACENT PROPERTIES. THE CONTRACTOR SHALL COMPLY WITH ALL APPLICABLE STAND AND LOCAL EROSION, CONSERVATION, AND SILTATION ORDINANCES. THE CONTRACTOR SHALL REMOVE ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES ONLY AFTER FINAL INSPECTION AND APPROVAL FROM A REPRESENTATIVE OF THE PRESIDING JURISDICTION. 6.TREE PROTECTION FENCING MUST BE IN PLACE PRIOR TO ANY DEMOLITION, LAND DISTURBANCE, OR ISSUANCE OF A GRADING PERMIT AND SHALL INCLUDE WARNING SIGNS POSTED IN BOTH ENGLISH AND SPANISH, AS FOLLOWS: “NO TREPASSING/TREE PROTECTION AREA / PROHIBIDO ENTRAR/ZONA PROTECTORA, PARA LOS ARBOLES.” 7.TEMPORARY CONSTRUCTION FENCE SHALL BE USED AS SHOWN ON THE PLANS TO INDICATE THE LIMITS OF DISTURBANCE AND/OR TO SECURE THE CONSTRUCTION SITE AS NECESSARY. CONSTRUCTION ENTRANCE, TYP. LIMITS OF DISTRURBANCE SILT FENCE, TYP. SILT FENCE OUTLET, TYP. SEDIMENT BASIN #1 NORMAL POOL ELEV. = 25.00 DEPTH = 22.00 DIMENSIONS = 60' x 100' SURFACE AREA = 6000 ft2 VOLUME = 14004 ft3 TEMPORARY DIVERSION DITCH WATTLES, TYP. D. MILLER J. BUEN M.LERCH HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING 8" PVC ROOF DRAIN EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING 15" RCP EXISTING PAVED ENTRANCE OH E EXISTING 20" CPP EXISTING SIGN 27 28 28 IE:23.21' IE:25.24' OS RIM:26.99' WEIR:25.49'(0.83'x3') ORIFICE:23.42' IE:23.27' EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS IE:23.12' IE:23.12'25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 2728 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRE T E C U R B ST E E L G U A R D R A I L W / C O N C R E T E C U R B OFF STREET LOADING BERTH (12'X45') OF F S T R E E T L O A D I N G B E R T H (1 2 ' X 4 5 ' ) OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRETE C U R B STE E L G U A R D R A I L W / C O N C R E T E C U R B PHASE 1 BUILDING PHASE 2 BUILDING LOD LO D LO D LOD LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D L O D L O D L O D LO D L O D L O D L O D L O D LO D LO D LOD LO D LOD LOD LOD LO D LO D LOD LOD GRAVEL PAVEMENT = 66,802 SF NOTE: ALL LANDSCAPE ISLAND S T O BE SEPARATED FROM PAVEMENT BY RAILROA D T I E S FFE=28.50 FFE=28.50 EL 27.33 RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 17 . 5 0 % 20 % 5% HP2 HP1 HPM 4" TO S E P T I C S Y S T E M (B Y O T H E R S ) 1" FROM WELL (BY OTHERS) SEE STRUCTURAL ENGINEERING PLANS FOR ARCHITECTURE FG 27.66 FG 27.30 FG 27.40 FG 28.05 FG 28.05 FG 27.75FG 27.75 FG 26.75 FG 26.75FG 26.66FG 26.66 FG 26.41 FG 27.30 FG 28.25 FG 27.66 FG 27.66 FG 27.86 FG 27.30 FG 27.50 FG 27.50 FG 27.33 FG 26.75 FG 27.33 FG 27.75 FG 26.50 2 8 27 28 FG 26.75 FG 27.50 FG 27.66 FG 27.75 FG 27.50 FG 26.45 FG 26.45 FG 26.75 FG 27.50 FG 27.25 22' 26' 22' 26' PROPOSED SCM STORMWATER PLAN CD100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ C D 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O R ATION REGIS T E R E D LANDSCA P E A R CHITEC TU R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H R E G I S T ERED L A N D S CAP E A R C H ITECT N D. MILLER R. AWAR M.LERCH HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING PAVED ENTRANCE OH E EXISTING SIGN 27 28 28 EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS 25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 2728 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRE T E C U R B ST E E L G U A R D R A I L W / C O N C R E T E C U R B OFF STREET LOADING BERTH (12'X45') OF F S T R E E T L O A D I N G B E R T H (1 2 ' X 4 5 ' ) OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRETE C U R B STE E L G U A R D R A I L W / C O N C R E T E C U R B PHASE 1 BUILDING PHASE 2 BUILDING LOD LO D LO D LOD LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D L O D L O D L O D LO D L O D L O D L O D L O D LO D LO D LOD LO D LOD LOD LOD LO D LO D LOD LOD GRAVEL PAVEMENT = 66,802 SF NOTE: ALL LANDSCAPE ISLAND S T O BE SEPARATED FROM PAVEMENT BY RAILROA D T I E S FFE=28.50 FFE=28.50 EL 27.33 RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 17 . 5 0 % 20 % 5% HP2 HP1 HPM 4" TO S E P T I C S Y S T E M (B Y O T H E R S ) 1" FROM WELL (BY OTHERS) SEE STRUCTURAL ENGINEERING PLANS FOR ARCHITECTURE PROPOSED SCM SS SS W W W W W W W W W W W W W PROPOSED WATER CONNECTION TO EX. WELL. PROPOSED SEPTIC CONNECTION METER CT CAB TROUGH UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGEUGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE UGE T PROPOSED ELECTRIC CONNECTION ELECTRICAL TRANSFORMER LOCATION TO BE DETERMINED. UGE UGE UGE UGE UTILITY PLAN CU100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ C U 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION N UTILITY NOTES 1.BEFORE YOU DIG, STOP. CALL THE NC ONE-CALL CENTER AT 1-800-632-4949. IT'S THE LAW. EXISTING UTILITIES ARE SHOWN FROM THE BEST AVAILABLE INFORMATION AND ARE APPROXIMATE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THESE AND OTHER UTILITIES BEFORE STARTING CONSTRUCTION. NOTIFY UTILITY LOCATING COMPANY (ONE CALL @ 1-800-632-4949) OR INDIVIDUAL UTILITY OWNERS FOR UNDERGROUND LOCATIONS AT LEAST 48 HOURS IN ADVANCE. 2.THERE SHALL BE NO TAPS, PIPING BRANCHES, UNAPPROVED BYPASS PIPING, HYDRANTS, FIRE DEPT. CONNECTION POINTS, OR OTHER WATER-USING APPURTENANCES CONNECTED TO THE SUPPLY LINE BETWEEN ANY WATER METER AND BACKFLOW PREVENTER. 3.ANY UTILITY CONSTRUCTION SHALL CONFORM TO NEW HANOVER COUNTY AND NCDOT STANDARDS & SPECIFICATIONS. 4.CONTRACTOR TO CONTACT UTILITY COMPANIES TO RELOCATE ANY EXISTING UTILITY POLES OR DISTRIBUTION MAINS. ALL EXISTING UTILITIES WHICH CONFLICT WITH THE IMPROVEMENTS UNDER THE SCOPE OF THIS PROJECT MUST BE RELOCATED AT THE EXPENSE OF THE APPLICANT. RECOMMEND THAT CONTRACTOR INVESTIGATES ALL POTENTIALLY IMPACTED UTILITIES IMMEDIATELY UPON BEGINNING PROJECT, AND NOTIFIES IMPACTED UTILITY COMPANIES AS SOON AS IT IS DETERMINED THAT RELOCATIONS ARE REQUIRED. 5.BACKFLOW PREVENTER PERMIT REQUIRED FOR PROJECT. BACKFLOW PREVENTER INSTALLER MUST CONTACT NEW HANOVER COUNTY CROSS-CONNECTION CONTROL, DEPARTMENT OF WATER MANAGEMENT AT NEW HANOVER COUNTY TO OBTAIN PERMIT AND INSTALLATION REQUIREMENTS PRIOR TO INITIATING WORK. 6.ALL FIRE HYDRANTS AND FIRE DEPARTMENT CONNECTIONS MUST BE PROVIDED WITH 5" DIAMETER STORZ CONNECTIONS. 7.FIRE DEPARTMENT CONNECTIONS MUST BE ORIENTED 45° TOWARD GRADE. 8.PROVIDE FIRE PLANS EXAMINER ONE COPY OF UTILITY CONSTRUCTION DRAWINGS SHOWING UNDERGROUND PIPING LAYOUT AND ALL FIRE APPURTENANCES. PERMIT FOR INSTALLATION OF PRIVATE FIRE HYDRANT(S) MUST BE ISSUED BY FIRE PLANS EXAMINER PRIOR TO INSTALLATION OF SAID HYDRANT(S). 9.FIRE HYDRANTS SHALL BE NO MORE THAN 400' FROM A BUILDING OR HOUSE ALONG AN APPROVED APPARATUS ACCESS ROAD, AS MEASURED BY AN APPROVED ROUTE AROUND THE BUILDING OR HOUSE. (ENFORCED AT TIME OF BUILDING PLAN SUBMITTAL), AS REQUIRED BY THE CURRENT NCFPC 10.FOR FIRE APPARATUS LOCATIONS, 150 FEET TO ALL PORTIONS OF THE EXTERIOR WALL OF THE FIRST FLOOR OF THE BUILDING FROM THE APPARATUS ROAD SURFACE, IS REQUIRED PER THE CURRENT NCFPC. 11.APPARATUS ACCESS ROADS SHALL BE DESIGNED AND MAINTAINED TO SUPPORT 80,000 LBS., WITH A POINT LOAD OF 75 PSI, AND SHALL BE SURFACED TO PROVIDE ALL WEATHER DRIVING CAPABILITIES, AS REQUIRED BY THE CURRENT NCFPC. DESIGN MUST BE SEALED BY AN ENGINEER SHOWING CALCULATIONS AND ROAD CONSTRUCTION DETAILS. 12.FIRE FLOW ANALYSIS MUST BE PROVIDED AT TIME OF BUILDING PERMITS PER THE CURRENT NCFPC. THIS IS REQUIRED SO THAT VERIFICATION OF THE MINIMUM FIRE FLOW DOES EXIST FROM THE EXISTING/NEW HYDRANTS FOR THE NEW BUILDING TO SUPPLY THE FIREFIGHTING EFFORTS. 13.LANDSCAPING AND HARDSCAPING LAYOUT MUST BE ARRANGED TO ALLOW CLEAR VISIBILITY OF ALL FIRE EQUIPMENT UPON APPROACH, WITH READY ACCESS PROVIDED THERETO. 14.ABOVE-GROUND UTILITIES TO BE SCREENED. 15.A UTILITY MAINLINE CONSTRUCTION PERMIT IS REQUIRED PRIOR TO INSTALLATION OF EACH UTILITY. ALL UTILITIES SHALL SUBMIT PLAN DRAWINGS AND APPLICATIONS TO THE CITY ENGINEERING DIVISION. 16.SANITARY SEWER SERVICES SHALL BE 1.0% MINIMUM SLOPE. D. MILLER R. AWAR M.LERCH HOLLY SHELT E R R O A D (SR 1002) 60' PUBLIC RIG H T - O F - W A Y PERMANENT EASEMENT WESTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EXISTING BUILDING 8,032 S.F. F.F.E.=28.13' EXISTING GRAVEL PARKING AREA PERMANENT EASEMENT EASTERN TRIANGLE (SIGHT DISTANCE) M.B. 65 PG. 73 EX. PO N D 80.0' 80.3' 10 0 . 3 ' 10 0 . 1 ' EXISTING HVAC EQUIPMENT APPROXIMATE LOCATION OF EXISTING SEPTIC FIELD APPROXIMATE LOCATION OF EXISTING REPAIR SEPTIC FIELD EXISTING 8" PVC ROOF DRAIN EXISTING SIDEWALK EXISTING CONCRETE EXISTING GATE POST & GATE SD EXISTING 15" RCP EXISTING PAVED ENTRANCE OH E EXISTING 20" CPP EXISTING SIGN 27 28 28 IE:23.21' IE:25.24' OS RIM:26.99' WEIR:25.49'(0.83'x3') ORIFICE:23.42' IE:23.27' EXISTING WELL ABANDONED WELL EIP EIP EIP EIPP RBS RBS IE:23.12' IE:23.12'25 23 23 2426 25 26 26 25 23 24 26 25 22 22 23 23 24 24 27 28 28 27 28 26 2727 27 27 2 7 27 27 27 27 27 2 7 27 2 8 28 29 29 27 28 29 27 27 27 27 28 29 27 27 28 27 27 27 2 7 27 27 28 28 28 28 25 2526 26 27 27 28 29 25 23 24 26 25 23 24 25 25 2 6 26 2 7 S74° 41' 34.43"W 843.30 N2 0 ° 5 3 ' 5 5 . 4 0 " W 22 4 . 0 0 N2 0 ° 5 3 ' 5 5 . 4 0 " W 21 0 . 9 0 S 5 8 ° 3 2 ' 4 1 . 2 9 " E 1 9 2 . 9 7 C3 C4 OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRE T E C U R B ST E E L G U A R D R A I L W / C O N C R E T E C U R B OFF STREET LOADING BERTH (12'X45') OF F S T R E E T L O A D I N G B E R T H (1 2 ' X 4 5 ' ) OU T S I D E LO A D I N G DO C K CH A I N E D G A T E S CHAINED GATES STEEL GUARD RAIL W/ CONCRETE C U R B STE E L G U A R D R A I L W / C O N C R E T E C U R B 07 14,800 SF 14,800 SF WAREHOUSE WAREHOUSE(GRAVEL WITH REINFOR C E D G R I D -TO BE COUNTED AS IMP E R V I O U S ) 04 4 22,652 SF STREET YARD AREA (SEE SHEET LS100 FOR PLANTING PLAN) 12,844 SF STORMWATER & INTERIOR LANDSCAPE PHASE 1 BUILDING PHASE 2 BUILDING LOD LO D LO D LOD LOD LOD LODLOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D LO D LO D L O D L O D L O D LO D L O D L O D L O D L O D LO D LO D LOD LO D LOD LOD LOD LO D LO D LOD LOD 2,249 SF STREET YARD AREA LIMITS OF DISTURBANC E LIMITS OF DISTURBANC E DEFERRED PARKING DEFERRED PARKING GRAVEL PAVEMENT = 66,802 SF NOTE: ALL LANDSCAPE ISLAND S T O BE SEPARATED FROM PAVEMENT BY RAILROA D T I E S PROPOSED SEPTIC LOCATION PROPOSED DUMPSTER LOCATION FFE=28.50 FFE=28.50 EL 27.33 RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD RD LIMITS OF DISTURBANCE 0906 6 ZO N I N G : I 2 ZONING: I2 ZONING: I2 ZONING: I2 PARCEL ID NO. R00700-001-001-000 17 . 5 0 % 20 % 5% HP2 HP1 HPM 4" TO S E P T I C S Y S T E M (B Y O T H E R S ) 1" FROM WELL (BY OTHERS) 18.0' 1 2 . 0 ' 12 . 0 ' 12 . 0 ' 12 . 0 ' 7"x9" RAILROAD TIE BORDER (TYP.) 67 . 1 ' 22.0' PROP. LINE PROP. LINE PROP. LINE PROP. LINE PROP. LINE 04 PR. CONCRETE WHEELSTOP (TYP.) SEE STRUCTURAL ENGINEERING PLANS FOR ARCHITECTURE PHASE II (STORMWATER AND A L L S I T E P L A N REQUIREMENTS TO BE APPROVED WITH PHASE I . B U I L D I N G PERMIT FOR PHASE II WA R E H O U S E T O B E COMPLETED IN THE FU T U R E . PROPOSED SCM 7"x9" RAILROAD TIE BORDER (TYP.) 12 . 0 0 ' 36.0 0 627 LF STREET YARD LANDSCAPE (30 PROPOSED CANOPY TREES- 214 SHRUBS) 323 LF STREET YARD LANDSCAPE (9 CANOPY TREES- 50 SHRUBS) 12 . 0 0 ' 36.0 0 (14) IGA (13) PCG (3) LLP (3) SSG (3) NSY (9) PCG (14) IGA (11) IGA (21) IGA (42) PCG (21) IGA (21) IGA (42) PCG (47) PCG (9) IGA (3) NSY (3) LLP (3) NSY (4) LLP (1) SSG (5) SSG (3) NSY (2) LLP (3) NSY (2) LLP (1) LLP (8) KOP (91) IGA (25) DVJ (25) COB (5) DVJ (1) KOP (1) KOP (1) KOP (1) KOP (1) KOP (1) KOP (1) KOP (1) KOP SEE SHEET LP101 FOR THE OVERALL PROPOSED PLANT SCHEDULE. (178 sf) CGR (178 sf) CGR (178 sf) CGR (178 sf) CGR (58 sf) CGR (232 sf) CGR (450 sf) CGR (139 sf) CGR (371 sf) CGR (221 sf) CGR (6) IVB (6) IVB (10) IVB (9) IVB LANDSCAPE PLAN LP100 SCALE: 1" = 30' 30'15'0 30' PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ L P 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O R ATION REGIS T E R E D LANDSCA P E A R CHITEC TU R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H R E G I S T ERED L A N D S CAP E A R C H ITECT N SYMBOL COMMON NAME TREES GOLDEN RAIN TREE LONGLEAF PINE SOUTHERN SUGAR MAPLE CANOPY TREE TUPELO SHRUBS FIBER OPTICS® BUTTONBUSH FIRST EDITIONS® VINTAGE JADE DISTYLIUM FOREVER EMERALD™ INKBERRY HOLLY LOVE CHILD® SWEETSPIRE PINK CLOUD PINK MUHLY GRASS GROUND COVERS GRAY'S SEDGE PLANT SCHEDULE D. MILLER J. GUTHRIE M.LERCH PLANTING SCHEDULE &NOTES LP101 PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ L P 1 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O R ATION REGIS T E R E D LANDSCA P E A R CHITEC TU R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H R E G I S T ERED L A N D S CAP E A R C H ITECT GENERAL LANDSCAPE NOTES 1.ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY. ALL GENERAL NOTES AND GENERAL CONSTRUCTION NOTES APPLY. 2.THE CONTRACTOR IS RESPONSIBLE FOR ALL QUANTITY TAKE-OFFS AND VERIFICATION OF MATERIALS AS SHOWN ON THESE PLANS AND IN WRITTEN SPECIFICATIONS. THE CONTRACTOR SHALL NOTIFY THE LANDSCAPE ARCHITECT OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION. 3.THE CONTRACTOR SHALL VERIFY LOCATIONS OF EXISTING AND PROPOSED UNDERGROUND UTILITIES PRIOR TO THE INSTALLATION OF ANY PLANT MATERIAL AND NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF ANY DISCREPANCIES. 4.ALL LANDSCAPE MATERIALS SHALL CONFORM TO THE ACCEPTED STANDARDS ESTABLISHED BY THE AMERICAN ASSOCIATION OF NURSERYMEN. 5.ALL LANDSCAPE BEDS ARE TO BE MULCHED WITH 3" OF TRIPLE SHREDDED HARDWOOD MULCH UNLESS OTHERWISE SPECIFIED. 6.THE CONTRACTOR SHALL ESTABLISH POSITIVE DRAINAGE ACROSS ALL LANDSCAPE AREAS AND AWAY FROM ALL BUILDINGS PRIOR TO THE INSTALLATION OF PLANT MATERIAL AND/OR TURFGRASS. 7.PRIOR TO THE END OF EACH WORKING DAY, THE CONTRACTOR SHALL PROPERLY BACKFILL ALL PLANT MATERIAL THAT HAS BEEN PLACED IN PREPARED HOLES; AND PROPERLY WATER AND MULCH ALL PREPARED GROUNDCOVER, PERENNIAL AND ANNUAL BEDS 8.ALL TREES AND SHRUBS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 9.LANDSCAPE ARCHITECT OR OWNER SHALL APPROVE ANY ON-SITE PLANT STORAGE AREA. 10.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT AND BACK FILLING WITH PREPARED SOILS. HAND TOOLS ARE NOT TO BE USED TO SCARIFY ROOT BALLS. 11.ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PARTS OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACKFILLING. 12.ALL PLANTING AREAS SHALL BE EDGED WITH SMOOTH, CONTINUOUS CURVES. 13.ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AS SPECIFIED IN THE PLANTING DETAILS & PLANT LIST, CONTAINER SIZES PROVIDED FOR REFERENCE ONLY. 14.TREE STAKING AND GUYING, IF NECESSARY, SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE STAKING MATERIAL AFTER THE FIRST FULL GROWING SEASON OR ONE YEAR, WHICH EVER COMES FIRST. 15.B & B AS LISTED UNDER "ROOT" IN THE PLANT LIST INDICATES BALLED AND BURLAPPED. 16.ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND SHALL BE MULCHED AS SPECIFIED. 17.ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE LOCAL OR COUNTY JURISDICTIONAL AUTHORITY'S STANDARD SPECIFICATIONS AND DETAILS. SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER QTY TREES SSG ACER SACCHARUM FLORIDANUM / SOUTHERN SUGAR MAPLE 2" CAL. MIN.B&B 9 KOP KOELREUTERIA PANICULATA / GOLDEN RAIN TREE 2" CAL. MIN.16 LLP PINUS PALUSTRIS / LONGLEAF PINE 2" CAL. MIN.B&B 15 CANOPY TREE NSY NYSSA SYLVATICA / TUPELO 2" CAL. MIN.B&B 15 SHRUBS COB CEPHALANTHUS OCCIDENTALIS 'BAILOPTICS' / FIBER OPTICS® BUTTONBUSH 12" MIN.CONTAINER 25 DVJ DISTYLIUM X 'VINTAGE JADE' / FIRST EDITIONS® VINTAGE JADE DISTYLIUM 12" MIN.CONTAINER 30 IGA ILEX GLABRA 'ALEXANDER' / FOREVER EMERALD™ INKBERRY HOLLY 12" MIN.CONTAINER 293 IVB ITEA VIRGINICA 'BAILTEAONE' / LOVE CHILD® SWEETSPIRE 12" MIN.CONTAINER 31 PCG MUHLENBERGIA CAPILLARIS 'PINK CLOUD' / PINK CLOUD PINK MUHLY GRASS 12" MIN.CONTAINER 153 SYMBOL CODE BOTANICAL / COMMON NAME SIZE CONTAINER SPACING QTY GROUND COVERS CGR CAREX GRAYI / GRAY'S SEDGE 1 GAL.POT 2,322 SF PLANT SCHEDULE D. MILLER R. AWAR M.LERCH PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ L P 5 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O R ATION REGIS T E R E D LANDSCA P E A R CHITECT U R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H R E G I S T ERED L A N D S CAP E A R C H ITECT LANDSCAPE DETAILS LP500 TREE PLANTING 1" = 1'-0" DO NOT PRUNE LEADER. PRUNE OR CUT ONLY DEAD OR UNHEALTHY BRANCHES THE ROOT FLARE SHALL BE PLANTED AT GRADE, NO HIGHER THAN 2" ABOVE GRADE, AND NEVER BELOW GRADE. REMOVE EXCESS SOIL TO EXPOSE THE ROOT FLARE AT GRADE. TREE SHALL BE SET PLUMB MULCH DEPTH 3". KEEP MULCH 3" FROM ROOT FLARE AND DO NOT CONTACT STEM HIGH QUALITY SOIL MIX AS SPECIFIED WATER SAUCER SHALL BE NO MORE THAN 3" ABOVE GRADE COMPLETELY REMOVE TOP HALF OF BURLAP, LACING AND WIRE BASKET AND DISCARD FROM HOLE ROOT BALL SHALL BE PLACED DIRECTLY ON COMPACTED SUBGRADE. HANDLE TREE BY THE ROOT BALL ONLY. 3X ROOTBALL DIAMETER NOTES: 1.CONTRACTOR IS RESPONSIBLE FOR ADEQUATE DRAINAGE OF ALL PLANTING PITS. (POSITIVE DRAINAGE AWAY FROM PIT) 2.STREET TREES MUST BE 3" CALIPER AT INSTALLATION WITH A 5' MINIMUM FIRST BRANCH HEIGHT. 3.PLANTING SEASON OCTOBER - APRIL. 4.A TREE IMPACT PERMIT IS REQUIRED. 5.ELECTRICAL OUTLETS AND OTHER UTILITIES ARE PROHIBITED IN THE PLANTING AREA IMMEDIATELY SURROUNDING THE TREE. 5 OD-PL-03 SHRUB PLANTING 1" = 1'-0" PRUNE TO REMOVE DEAD OR BROKEN BRANCHES, PLANT SHOULD BE SPECIFIED SIZE AFTER PRUNING. MAINTAIN SOIL LEVEL AT OR SLIGHTLY HIGHER THAN EXISTING GRADE, TO ALLOW FOR SETTLEMENT PINE STRAW OR HARDWOOD MULCH AS SPECIFIED (3" - 4" DEPTH). DO NOT PLACE MULCH IN DIRECT CONTACT WITH TRUNK. FORM CONTINUOUS 4" HIGH SAUCER FINISHED GRADE ROOT MASS - REMOVE CONTAINER AND LOOSEN ROOTS OF POTBOUND PLANTS BY SCORING OR PULLING. SOIL MIX. SEE SPECIFICATIONS FOR DETAILS. WATER AND TAMP TO REMOVE AIR POCKETS. UNDISTURBED SOIL. IF SOIL HAS BEEN DISTURBED, TAMP SOIL AT 6" INTERVALS FOR FIRM BASE UNDER ROOT BALL. PROVIDE DRAINAGE AS NECESSARY. NOTES: 1.ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY. 2.REMOVE ALL TAGS, TWINE OR OTHER NON-BIODEGRADABLE MATERIALS ATTACHED TO PLANT OR ROOT MASS. 3.SOIL BACKFILL MIXTURE TO BE 1 PART GROUND PINE BARK TO 6 PARTS TOPSOIL PER SPECIFICATIONS. 4.PLANT ROOTBALL IN A PIT THAT IS 24" WIDER THAN THE ROOT BALL IN CLAY SOIL AND 12" WIDER THAN THE ROOT BALL IN SANDY SOIL. 5.FOR PLANTING AREAS WHERE SOIL HAS BEEN COMPACTED BY EQUIPMENT, CONTACT LANDSCAPE ARCHITECT PRIOR TO PLANTING. 6.SHRUBS SHALL BEAR SAME RELATIONSHIP TO GRADE AS THEY DID AT THE NURSERY PRIOR TO DIGGING. 7.PLANT PITS ARE ONLY FOR INDIVIDUAL PLANTS. FOR MASS PLANTINGS, PREPARE THE ENTIRE PLANT BED AREA. 3 OD-PL-02 SLOPE AWAY FROM BLDG. 2% OR GREATER "X""12 X" "12 X " "X " EDGE OF ADJACENT LAWN OR HARDSCAPE TYPICAL SPACING "X" NOTED ON PLANS AS ON CENTER (OC) DIMENSION PLANT SPACING PER PLAN 3" MULCH INSTALLED BEFORE PLANTING PLAN VIEW SPACING DIAGRAM: NOTES: 1.ALL TECHNICAL SPECIFICATIONS AND GENERAL CONDITIONS APPLY. 2.LOOSEN ROOTS OF POTBOUND PLANTS BY SCORING OR PULLING. 3.REMOVE ALL TAGS, TWINE OR OTHER NON-BIODEGRADABLE MATERIALS ATTACHED TO PLANT OR ROOT MASS. 6" SOIL MIX. SEE SPECIFICATIONS FOR DETAILS INCORPORATE SOIL MIX INTO TOP 6" OF UNDISTURBED SOIL AT A 1:1 RATIO UNDISTURBED SOIL GROUNDCOVER PLANTING 1" = 1'-0"OD-PL-014 PRUNE TREES IN ACCORDANCE WITH NATIONAL ARBORIST ASSOCIATION STANDARDS TO ACHIEVE PROPER HEALTH AND A UNIFORM MASS. REMOVE TOP 1/3 OF DEGRADABLE BURLAP AND TUCK BELOW SOIL TO AVOID WICKING. DO NOT DISTURB BURLAP AROUND THE FIBROUS ROOTS. REMOVE ALL NON-BIODEGRADEABLE MATERIALS FROM PLANT AND PIT. SCORE ROOTS ON CONTAINER STOCK TO INSURE PROPER DEVELOPMENT. 3" MULCH, 6" AWAY FROM TRUNK FINISHED GRADE ROOTBALLS SHALL SIT ON UNDISTURBED SOIL. DIAMETER OF THE PIT SHALL BE TWICE THE BALL DIAMETER. FOR ROOTBALLS 2' AND GREATER HOLE SHALL BE 2' LARGER THAN THE BALL DIAMETER. FILL AROUND ROOTBALL WITH BACKFILL, FLOOD, & COMPACT FILL TO INSURE THE ELIMINATION OF AIR POCKETS. FERTILIZE AS PER PLANTING NOTES. BACKFILL MATERIAL TO CONSIST OF NATIVE SOIL FROM PIT DUG FOR FIELD DUG MATERIAL ONLY. FOR CONTAINER PLANTS, AMEND BACKFILL (1/2 NATIVE SOIL & 1/2 SOIL AMENDMENTS). (2"X4"X2') STAKE FOR EACH BRACE (TYP.) CONSTRUCT AND COMPACT A 6" CONTINUOUS SAUCER AROUND THE TREE PLANTING PIT FOR WATER RETENTION. USE 1/2" DIAMETER REINFORCED RUBBER HOSE TIED WITH 12 STRAND GALVANIZED WIRE; 3 GUYS MIN. PER TREE - EVENLY SPACED; ONE TURNBUCKLE PER GUY WIRE; USE WHITE FLAGGING RIBBON. HOSES TO INTERLOCK ONE ANOTHER AND LOCATED ABOVE BRANCHING. TREE CALIPER SHALL BE MEASURED AT 6" ABOVE GRADE. TRUNK SHALL BE FREE OF ANY MAJOR SCARS. TREES SHALL HAVE A SINGLE, STRAIGHT TRUNK WITH ONE CENTRAL LEADER WITH BRANCHES UNIFORMLY DISTRIBUTED. (UNLESS OTHERWISE NOTED) N.T.S.(TO BE INSTALLED INSIDE SIGHT-LINE AREAS ONLY) TYPICAL SINGLE TRUNK TREE PLANTING NTS2 OD-PL-19 Crown drip line or other limit of Tree Protection area. See tree preservation plan for fence alignment. 4'-0" Maintain existing grade with the tree protection fence unless otherwise indicated on the plans. 2" x 6' steel posts or approved equal. Tree Protection fence: High density polyethylene fencing with 3.5" x 1.5" openings; Color- orange. Steel posts installed at 8' o.c. 5" thick layer of mulch. Notes: 1- See specifications for additional tree protection requirements. 2- If there is no existing irrigation, see specifications for watering requirements. 3- No pruning shall be performed except by approved arborist. 4- No equipment shall operate inside the protective fencing including during fence installation and removal. 5- See site preparation plan for any modifications with the Tree Protection area. SECTION VIEW KEEP OUT TREE PROTECTION AREA 8.5" x 11" sign laminated in plastic spaced every 50' along the fence. TREE PROTECTION FENCE DETAIL 1" = 5'1 OD-PL-32 D. MILLER J. GUTHRIE M.LERCH G E N E R A L R E Q U I R E M E N T S SCOPE OF WORK 1. THE WORK OF THIS CONTRACT INCLUDES INSTALLATION OF PLANT MATERIAL AND TURF GRASS SOD INCLUDING MAINTENANCE OF THE LANDSCAPING DURING THE INSTALLATION PERIOD UNTIL FINAL ACCEPTANCE OF THE CONTRACT WORK AS INDICATED ON THE PLANS INCLUDING: A.INSTALLATION OF TREES, SHRUBS, AND GROUND COVERS B.SOIL PREPARATION C.INSTALLATION OF TURF GRASS SOD D.MULCHING E.STAKING AND GUYING OF PLANTS F.MAINTENANCE DURING THE INSTALLATION PERIOD G.ACCEPTANCE OF LANDSCAPE INSTALLATION H.WARRANTY REQUIREMENTS SPECIFIC REQUIREMENTS ARE ENUMERATED IN THE SPECIFICATIONS BELOW. 2. THE CONTRACTOR IS REQUIRED TO SUBMIT TO THE OWNER A CONSTRUCTION SCHEDULE FOR THE EXECUTION OF THE WORK AND WILL CORRELATE SPECIFIC TASKS WITH REQUIRED COMPLETION DATES. PROJECT CONDITIONS 1.WORK ZONE SAFETY: COMPLY WITH ALL PERTINENT STATE AND LOCAL SAFETY REGULATIONS. 2.THE CONTRACTOR SHOULD TAKE EVERY PRECAUTION TO ENSURE SAFETY FOR VEHICULAR TRAFFIC, PEDESTRIANS, AND HIS PERSONNEL AT ALL TIMES DURING HIS OPERATIONS AND THROUGHOUT THE DURATION OF THE WORK. TRAFFIC CONTROL PROCEDURES SHALL CONFORM TO THE "GUIDELINES FOR CONSTRUCTION, MAINTENANCE, AND UTILITY OPERATIONS" HANDBOOK, 2002 VERSION PUBLISHED BY THE NORTH CAROLINA STATE UNIVERSITY. ADDITIONAL SAFETY INFORMATION IS CONTAINED IN THE FOLLOWING INDUSTRY ALERT FROM THE N.C. DEPARTMENT OF LABOR: http://www.nclabor.com/osha/etta/wrkzone.pdf 3.PERFORM WORK OPERATIONS TO ENSURE MINIMAL INTERFERENCE WITH STREETS, WALKS, AND OTHER ADJACENT FACILITIES. ALLOW SAFE PASSAGE BY PEDESTRIANS ON PUBLIC SIDEWALKS OR, IF NECESSARY, PROVIDE SAFE ALTERNATE ROUTES AROUND OBSTRUCTED SIDEWALKS OR ADJACENT FACILITIES. 4.LOCATE AND IDENTIFY EXISTING OVERHEAD AND UNDERGROUND UTILITIES WITHIN THE CONTRACT WORK AREAS THROUGH NC ONE CALL UTILITY LOCATOR SERVICE AT 1-800-632-4949. THE CONTRACTOR IS RESPONSIBLE FOR CALLING DIRECTLY ANY UTILITY OWNER THAT IS NOT A MEMBER OF THE NC ONE CALL NETWORK AND TO REQUEST PHYSICAL MARKING OF THEIR UTILITY LINES WITHIN PROPOSED WORK AREAS. WHEN UNMARKED OR INCORRECTLY MARKED UNDERGROUND PIPING OR OTHER UTILITIES AND SERVICES ARE ENCOUNTERED, NOTIFY THE APPLICABLE UTILITY COMPANY IMMEDIATELY TO OBTAIN PROCEDURE INSTRUCTIONS. COOPERATE WITH THE APPLICABLE UTILITY COMPANY IN MAINTAINING ACTIVE SERVICES IN OPERATION. HAND EXCAVATE AS REQUIRED AROUND EXISTING UTILITIES. LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR AND PAY FOR THE PROPER REPAIR OF UTILITIES DAMAGED BY OPERATIONS. 5.PROTECT EXISTING BUILDINGS, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY WORK OPERATIONS. COST OF REPAIR AND RESTORATION OF DAMAGED ITEMS SHALL BE AT CONTRACTOR'S EXPENSE. 6.CONTRACTOR WILL COORDINATE WITH OWNER REGARDING CONTRACTOR PARKING, STORAGE OF PLANTS, AND STAGING OF THE WORK FOR COMMENT AND APPROVAL PRIOR TO COMMENCING WORK OPERATIONS. 7.CONTROL DUST CAUSED BY THE WORK. DAMPEN SURFACES AS REQUIRED. COMPLY WITH POLLUTION REGULATIONS OF GOVERNING AUTHORITIES. 8.WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED SUCH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT AND OWNER FOR REVIEW PRIOR TO PLANTING. 9.IF PROPOSED TREE OR SHRUB RELOCATION IS NECESSARY DUE TO INTERFERENCE WITH UTILITIES, CONTRACTOR SHALL NOTIFY LANDSCAPE ARCHITECT AND RECEIVE APPROVAL OF A REVISED LOCATION. CONTRACTOR MUST PROVIDE PRECISE LOCATION OF UTILITIES AND REQUIRED PLANT RELOCATION PRIOR TO PIT EXCAVATION AND INSTALLATION. 10.ALL DAMAGES CAUSED BY LANDSCAPING OPERATIONS SHALL BE REPAIRED TO THE SATISFACTION OF THE OWNER AT THE LANDSCAPE CONTRACTOR'S EXPENSE.. SUBMITTALS AND APPROVALS 1. PRIOR TO PLACING ORDERS FOR PLANT MATERIALS, THE CONTRACTOR WILL ELECTRONICALLY SUBMIT PHOTOGRAPHIC EVIDENCE OF THE SELECTED MATERIALS TO THE LANDSCAPE ARCHITECT FOR PRELIMINARY ACCEPTANCE. THE SPECIFIC PLANT OR PLANTS PHOTOGRAPHED SHOULD BE REPRESENTATIVE OF ALL PLANT STOCK REQUIRED FOR THE PROJECT. CONTRACTOR WILL LOCATE ALTERNATIVE SUPPLIER(S) FOR ANY MATERIALS REJECTED BY THE PRELIMINARY REVIEW. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO REJECT PLANT MATERIALS FOR FAILURE TO MEET THE SPECIFICATIONS THROUGHOUT THE LIFE OF THE CONTRACT. ANY ADDITIONAL COST ASSOCIATED WITH REPLACING REJECTED PLANT MATERIALS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR. 2. PRODUCT CERTIFICATES: FURNISH FOR EACH TYPE OF MANUFACTURED PRODUCT CERTIFYING THAT THEIR PRODUCTS COMPLY WITH SPECIFIED REQUIREMENTS INCLUDING: A.MANUFACTURER'S ANALYSIS OF FERTILIZER CONTENTS. B.CERTIFIED ANALYSIS FOR SOIL MIXTURES INCLUDING PLANTING MIXTURE AND PLANTER MIX AS DEFINED UNDER “PRODUCTS” SECTION. C.VENDOR'S CERTIFIED STATEMENT FOR EACH GRASS SEED MIXTURE REQUIRED, STATING BOTANICAL AND COMMON NAME, PERCENTAGES BY WEIGHT, AND PERCENTAGES OF PURITY, GERMINATION, AND WEED SEED FOR EACH GRASS SEED SPECIES. INCLUDE THE YEAR OF PRODUCTION AND DATE OF PACKAGING. D.PRE-EMERGENT HERBICIDE BRAND AND MANUFACTURER RECOMMENDATIONS AS PER PARAGRAPH ON PRE-EMERGENT HERBICIDE NOTED IN THIS SECTION. E.PRIOR TO PURCHASE AND/OR DELIVERY TO JOB SITE, SUBMIT MULCH SAMPLE TO LANDSCAPE ARCHITECT FOR APPROVAL. TOPSOIL ANALYSIS: FURNISH SOIL ANALYSIS BY A QUALIFIED SOIL-TESTING LABORATORY STATING PERCENTAGES OF ORGANIC MATTER; GRADATION OF SAND, SILT, AND CLAY CONTENT; CATION EXCHANGE CAPACITY; DELETERIOUS MATERIAL; PH; AND MINERAL AND PLANT NUTRIENT CONTENT OF TOPSOIL. REPORT SUITABILITY OF TOPSOIL FOR PLANT GROWTH. STATE RECOMMENDED QUANTITIES OF NITROGEN, PHOSPHORUS, AND POTASH NUTRIENTS AND SOIL AMENDMENTS TO BE ADDED TO PRODUCE SATISFACTORY TOPSOIL. A.PLANT PHOTOGRAPHIC EVIDENCE: CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF SOURCES OF PLANTING MATERIALS. EMAIL PHOTOS OF A SINGLE PLANT REPRESENTATIVE OF EACH INDIVIDUAL PLANT SPECIES SPECIFIED FOR REVIEW AND ACCEPTANCE BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE AND DELIVERY OF PLANT MATERIALS TO SITE. B.PLANTING SCHEDULE: INDICATE ANTICIPATED DATES AND LOCATIONS FOR EACH TYPE OF WORK. INCLUDE ESTIMATED DATE OF SUBSTANTIAL COMPLETION TO ALLOW CONTINUITY OF MAINTENANCE ACTIVITIES. ONCE ACCEPTED, REVISE DATES ONLY AS APPROVED IN WRITING AFTER DOCUMENTATION OF REASONS FOR DELAY. C.MAINTENANCE INSTRUCTIONS: SUBMIT BEFORE EXPIRATION OF REQUIRED ESTABLISHMENT AND MAINTENANCE PERIOD. FURNISH THREE COPIES OF WRITTEN MAINTENANCE INSTRUCTIONS TO OWNER FOR MAINTENANCE AND CARE OF INSTALLED PLANTS OVER ONE CALENDAR YEAR. MAINTENANCE WILL BE RESPONSIBILITY OF LANDSCAPE CONTRACTOR UNTIL FINAL ACCEPTANCE BY LANDSCAPE ARCHITECT. OWNER WILL ASSUME MAINTENANCE AFTER THAT DATE. DEFINITIONS 1.BALLED AND BURLAPPED STOCK: PLANTS DUG WITH FIRM, NATURAL BALLS OF EARTH IN WHICH THEY ARE GROWN, WITH BALL SIZE NOT LESS THAN SIZES INDICATED AND DIAMETER AND DEPTH RECOMMENDED BY ANSI Z60.1 FOR TYPE AND SIZE OF THE TREE OR SHRUB REQUIRED; WRAPPED, TIED, RIGIDLY SUPPORTED, AND DRUM LACED AS RECOMMENDED BY ANSI Z60.1. 2.CONTAINER-GROWN STOCK: HEALTHY, VIGOROUS, WELL-ROOTED PLANTS GROWN IN A CONTAINER WITH WELL-ESTABLISHED ROOT SYSTEM REACHING SIDES OF CONTAINER AND MAINTAINING A FIRM BALL WHEN REMOVED FROM CONTAINER. CONTAINER SHALL BE RIGID ENOUGH TO HOLD BALL SHAPE AND PROTECT ROOT MASS DURING SHIPPING AND BE SIZED ACCORDING TO ANSI Z60.1 FOR KIND, TYPE, AND SIZE OF PLANT REQUIRED. 3.FINISH GRADE: ELEVATION OF FINISHED SURFACE OF PLANTING SOIL. 4.MANUFACTURED TOPSOIL: SOIL PRODUCED OFF-SITE BY HOMOGENEOUSLY BLENDING MINERAL SOILS OR SAND WITH STABILIZED ORGANIC SOIL AMENDMENTS TO PRODUCE TOPSOIL OR PLANTING SOIL. 5.PLANTING SOIL: NATIVE OR IMPORTED TOPSOIL, MANUFACTURED TOPSOIL, OR SURFACE SOIL MODIFIED TO BECOME TOPSOIL; MIXED WITH SOIL AMENDMENTS. 6.SUB-GRADE: SURFACE OR ELEVATION OF SUBSOIL REMAINING AFTER COMPLETING EXCAVATION, OR TOP SURFACE OF A FILL OR BACKFILL, BEFORE PLACING PLANTING SOIL. QUALITY ASSURANCE 1.INSTALLER QUALIFICATIONS: INSTALLER SHALL BE A NORTH CAROLINA LICENSED LANDSCAPE CONTRACTOR. PROVIDE LICENSE NUMBER. A.INSTALLER TO HAVE EXPERIENCE IN COMPLETING LANDSCAPE WORK SIMILAR IN MATERIAL, DESIGN, AND EXTENT TO THAT INDICATED FOR THIS PROJECT AND WITH A RECORD OF SUCCESSFUL LANDSCAPE ESTABLISHMENT. B.THE INSTALLER WILL MAINTAIN AN EXPERIENCED FULL-TIME SUPERVISOR ON THE PROJECT SITE WHEN LANDSCAPE INSTALLATION IS IN PROGRESS. (INSTALLER MUST PROVIDE STATEMENT OF QUALIFICATIONS IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AT TIME OF BID) 2.SOIL-TESTING LABORATORY QUALIFICATIONS: AN INDEPENDENT LABORATORY, RECOGNIZED BY THE STATE DEPARTMENT OF AGRICULTURE, WITH THE EXPERIENCE AND CAPABILITY TO CONDUCT THE TESTING INDICATED AND THAT SPECIALIZES IN TYPES OF TESTS TO BE PERFORMED. 3.OBSERVATION: LANDSCAPE ARCHITECT RETAINS RIGHT TO OBSERVE TREES AND SHRUBS FOR COMPLIANCE WITH REQUIREMENTS FOR GENUS, SPECIES, VARIETY, SIZE, CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES, AND LATENT DEFECTS AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING PROGRESS OF WORK. REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. A.PLANTS SHALL BE SUBJECT TO INSPECTION FOR CONFORMITY TO SPECIFICATION REQUIREMENTS AND APPROVAL BY THE LANDSCAPE ARCHITECT FROM SUBMITTED PHOTO EVIDENCE AND UPON DELIVERY. SUCH APPROVAL SHALL NOT IMPAIR THE RIGHT OF INSPECTION AND REJECTION DURING PROGRESS OF WORK. PRODUCT DELIVERY, STORAGE, AND HANDLING 4.DELIVER PLANTS FRESHLY DUG. 5.DELIVER PLANTS AFTER PREPARATIONS FOR PLANTING HAVE BEEN COMPLETED AND INSTALL IMMEDIATELY. IF PLANTING IS DELAYED MORE THAN SIX HOURS AFTER DELIVERY, SET PLANTS IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS MOIST. 6.SET BALLED STOCK ON GROUND AND COVER BALL WITH SOIL, PEAT MOSS, SAWDUST, OR OTHER ACCEPTABLE MATERIAL. 7.DO NOT REMOVE CONTAINER-GROWN STOCK FROM CONTAINERS BEFORE TIME OF PLANTING. 8.WATER ROOT SYSTEMS OF PLANTS STORED ON-SITE WITH A FINE-MIST SPRAY. WATER AS OFTEN AS NECESSARY TO MAINTAIN ROOT SYSTEMS IN A MOIST CONDITION. 9.DO NOT ALLOW ROOT BALLS OR ROOT SYSTEMS IN TO FREEZE DURING TRANSPORT OR STORAGE. 10.DO NOT PRUNE TREES AND SHRUBS BEFORE DELIVERY, EXCEPT AS APPROVED BY LANDSCAPE ARCHITECT. PROTECT BARK, BRANCHES, AND ROOT SYSTEMS FROM SUN SCALD, DRYING, SWEATING, WHIPPING, AND OTHER HANDLING AND TYING DAMAGE. DO NOT BEND OR BIND-TIE TREES OR SHRUBS IN SUCH A MANNER AS TO DESTROY THEIR NATURAL SHAPE. 11.PROVIDE PROTECTIVE COVERING OF PLANTS DURING DELIVERY. DO NOT DROP PLANTS DURING DELIVERY. 12.HANDLE PLANTING STOCK BY ROOT BALL. DO NOT LIFT OR MOVE USING TRUNK OR BRANCHES. NO BALLED AND BURLAPPED PLANT SHALL BE ACCEPTED IF BALL IS BROKEN OR TRUNK IS LOOSE IN BALL. A.PACKAGED MATERIALS: DELIVER PACKAGED MATERIALS IN UNOPENED CONTAINERS SHOWING WEIGHT, ANALYSIS, AND NAME OF MANUFACTURER. PROTECT MATERIALS FROM DETERIORATION DURING DELIVERY AND WHILE STORED AT SITE. B.SEED: DELIVER SEED IN ORIGINAL SEALED, LABELED, AND UNDAMAGED CONTAINERS. KEEP DRY AND PROTECT FROM CONTAMINATION. COORDINATION 1.PLANTING RESTRICTIONS: COORDINATE PLANTING PERIODS WITH INDUSTRY-ACCEPTABLE DIGGING SCHEDULES AND PLANT-SPECIFIC TOLERANCES. 2.WEATHER LIMITATIONS: PROCEED WITH PLANTING ONLY WHEN EXISTING AND FORECASTED WEATHER CONDITIONS PERMIT AND AVOID PLANTING DURING PERIODS OF EXTREME WEATHER CONDITIONS.. DO NOT WORK SOILS UNDER FROZEN, MUDDY OR SATURATED CONDITIONS. 3.IF NECESSARY, ARRANGE WITH GOVERNING JURISDICTION TO DELAY PLANTING UNTIL A MUTUALLY-ACCEPTABLE TIME. PROVIDE LETTER OF GUARANTEE AND/OR BOND AS REQUIRED BY JURISDICTIONAL AUTHORITY. WARRANTY 1.WARRANT PLANTS FOR THE REQUIRED MAINTENANCE PERIOD AND UNTIL FINAL ACCEPTANCE. PLANTS SHALL BE WARRANTED AGAINST DEFECTS INCLUDING DEATH, UNSATISFACTORY GROWTH, IF MISSING, AND GREATER THAN 25% DIEBACK. DEFECTS RESULTING FROM DAMAGE BY OTHERS, UNUSUAL PHENOMENA, OR INCIDENTS THAT ARE BEYOND CONTRACTOR'S CONTROL ARE EXEMPTED. 2.REMOVE AND REPLACE PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DURING THE WARRANTY PERIOD WITHOUT COST TO THE OWNER. INSTALL REPLACEMENTS UPON DISCOVERY OF DEATH OR UNHEALTHY CONDITION OR AS SOON AS PLANTING CONDITIONS ARE FAVORABLE. REPLACE PLANTS WHICH ARE IN A COMPROMISED CONDITION AT THE END OF THE WARRANTY PERIOD. 3.REPLACEMENT PLANTS SHALL CLOSELY MATCH ADJACENT SPECIMENS OF THE SAME SPECIES AND SHALL BE SUBJECT TO ALL REQUIREMENTS OF THE SPECIFICATION AND SHALL BE INSTALLED IN THE SAME MANNER. REPLACEMENT PLANTS SHALL BE INSTALLED DURING THE APPROPRIATE PLANTING SEASON. 4.A LIMIT OF ONE REPLACEMENT OF EACH PLANT WILL BE REQUIRED, EXCEPT FOR LOSSES OR REPLACEMENTS DUE TO FAILURE TO COMPLY WITH SPECIFIED REQUIREMENTS. MAINTENANCE DURING INSTALLATION 1.MAINTAIN PLANTS FOR THE DURATION OF THE INSTALLATION PROCESS BY PRUNING, CULTIVATING, WATERING, WEEDING, FERTILIZING, RESTORING PLANTING SAUCERS, TIGHTENING AND REPAIRING STAKES AND GUY SUPPORTS, AND RESETTING TO PROPER GRADES OR VERTICAL POSITION, AS REQUIRED TO ESTABLISH HEALTHY, VIABLE PLANTINGS. 2.WATERING VOLUMES SHOULD BE BASED UPON DELIVERY OF 1” OF MOISTURE PER WEEK TO THE PLANTS IF PRECIPITATION DOES NOT MEET THAT AMOUNT DURING THE ACTIVE GROWING SEASON DEFINED AS APRIL 15TH THROUGH NOVEMBER 1ST. 3.SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. 4.MINOR VANDALISM OR OTHER DAMAGE TO PLANTINGS OR RELATED WORK SHALL BE RESPONSIBILITY OF CONTRACTOR UNTIL END OF INSTALLATION MAINTENANCE PERIOD. MAJOR VANDALISM OR DAMAGE CAUSED BY OTHERS THROUGH NO FAULT OF CONTRACTOR OR HIS SUBCONTRACTORS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE OWNER. P R O D U C T S PLANT MATERIAL 1.PLANT LIST: PLANTS SHALL BE OF THE KIND AND SIZES SPECIFIED IN THE LIST SHOWN ON THE DRAWINGS. 2.PROCUREMENT: SUBMITTAL OF A BID PROPOSAL AND EXECUTION OF A CONTRACT WILL BE CONSTRUED AS EVIDENCE THAT LANDSCAPE CONTRACTOR HAS MADE SUCCESSFUL PROCUREMENT ARRANGEMENTS FOR PLANT MATERIALS AS SPECIFIED. 3.HARDINESS: TREES GROWN IN HARDINESS ZONES 6, 7, AND 8 ONLY WILL BE ACCEPTED. HARDINESS ZONES ARE DEFINED IN U.S. DEPARTMENT OF AGRICULTURE PUBLICATIONS. GROWER'S CERTIFICATES MAY BE REQUIRED WHEN DOUBT EXISTS AS TO ORIGIN OF PLANT MATERIAL. 4.NURSERY GROWN: ALL PLANTS SHALL BE NURSERY GROWN UNDER CLIMATIC CONDITIONS SIMILAR TO THOSE IN THE LOCALITY OF THE PROJECT FOR A MINIMUM OF TWO YEARS. 5.BALLED AND BURLAPPED PLANTS: PLANTS SHALL BE DUG WITH FIRM, NATURAL BALLS OF EARTH OF SUFFICIENT DIAMETER AND DEPTH TO ENCOMPASS THE FIBROUS AND FEEDING ROOT SYSTEM NECESSARY FOR FULL RECOVERY OF THE PLANT. PROVIDE BALL SIZES COMPLYING WITH THE LATEST EDITION OF THE "AMERICAN STANDARD FOR NURSERY STOCK". BALLS SHALL BE FIRMLY WRAPPED WITH NON-SYNTHETIC, BIO-DEGRADABLE BURLAP AND SECURED WITH NAILS AND HEAVY, NON-SYNTHETIC TWINE. BENDING OR CRACKING OF THE ROOT BALL MUST BE AVOIDED DURING THE PROCESS OF PLANTING. THE BALL MAY BE SECURED TO A PLATFORM. THE ROOT COLLAR SHALL BE APPARENT AT THE SURFACE OF THE BALL OR THE CONTRACTOR WILL BE RESPONSIBLE FOR REMOVING EXCESS SOIL FROM THE TOP OF THE ROOT BALL. BALLS MUST BE KEPT MOIST AND SHADED UNTIL THEY ARE PLANTED. 6.CONTAINER PLANTS: PLANTS SHOULD HAVE BEEN GROWN IN CONTAINER FOR SUFFICIENT LENGTH OF TIME FOR ROOT SYSTEM TO HAVE DEVELOPED TO HOLD ITS SOIL TOGETHER, FIRM AND WHOLE. NO PLANTS SHALL BE LOOSE IN THE CONTAINER OR POT BOUND. IF STORED ON THE SITE, CONTAINER STOCK MUST BE WATERED THOROUGHLY AT LEAST ONCE EVERY 48 HOURS. 7.QUANTITIES: QUANTITIES NECESSARY TO COMPLETE THE PLANTINGS AS SHOWN AND LOCATED ON THE DRAWINGTS SHALL BE FURNISHED. QUANTITIES SHOWN IN THE PLANT LIST ARE FOR THE CONVENIENCE OF CONTRACTORS ONLY. VERIFICATION OF PLANT QUANTITIES IS THE RESPONSIBILITY OF THE CONTRACTOR. IN THE EVENT THAT QUANTITY DISCREPANCIES OR MATERIAL OMISSIONS OCCUR IN THE PLANT MATERIALS LIST, THE DRAWINGS SHALL GOVERN. 8.IDENTIFICATION: LABEL AT LEAST A SINGLE TREE OR SHRUB OF EACH VARIETY WITH A GROWER'S LABEL AFFIXED TO PLANT. GROWER'S LABEL SHALL GIVE DATA NECESSARY TO INDICATE CONFORMANCE TO SPECIFICATIONS. USE DURABLE WATERPROOF LABELS WITH WATER RESISTANT INK WHICH WILL REMAIN LEGIBLE FOR AT LEAST 60 DAYS. NOTIFY LANDSCAPE ARCHITECT AT LEAST 2 WORKING DAYS PRIOR TO DELIVERY OF PLANT MATERIALS TO SITE SO THAT PRE-PLANTING INSPECTION MAY BE MADE OR INDICATE DELIVERY SCHEDULE IN ADVANCE SO PLANT MATERIAL MAY BE INSPECTED UPON ARRIVAL AT JOBSITE, WHICHEVER IS MORE APPROPRIATE. 9.PLANT SIZE: PROVIDE SIZES COMPLYING WITH APPLICABLE REQUIREMENTS IN ANSI Z60.1, "AMERICAN STANDARD FOR NURSERY STOCK” FOR EACH VARIETY OF PLANT INDICATED. ROOT FLARE SHOULD BE VISIBLE OR EVIDENT FOR TREES AND SHRUBS. SIZES DICTATED ON THE CONSTRUCTION DRAWINGS ARE MINIMUM STANDARDS. 10.TREE CALIPER: MEASURE TREES AND SHRUBS ACCORDING TO ANSI Z60.1 WITH BRANCHES AND TRUNKS OR CANES IN THEIR NORMAL POSITION. DO NOT PRUNE TO OBTAIN REQUIRED SIZES. TAKE CALIPER MEASUREMENTS 6 INCHES ABOVE GROUND FOR TREES UP TO 4-INCH CALIPER SIZE, AND 12 INCHES ABOVE GROUND FOR LARGER SIZES. MEASURE MAIN BODY OF TREE OR SHRUB FOR HEIGHT AND SPREAD; DO NOT MEASURE BRANCHES OR ROOTS TIP-TO-TIP. 11.PLANT QUALITY: PROVIDE WELL-SHAPED, FULLY BRANCHED, HEALTHY, VIGOROUS STOCK FREE OF ALL PESTS, DISEASES, CANKERS, INSECTS, EGGS, LARVAE, AND DEFECTS SUCH AS KNOTS, SUN SCALD, INJURIES, ABRASIONS, AND FREE OF MECHANICAL DAMAGE AND DISFIGUREMENT AT THE TIME OF PLANTING. 12.PLANT UNIFORMITY: SELECT STOCK IN EACH GROUPING WITH UNIFORM HEIGHT AND SPREAD TO ENSURE A MATCHED PLANTING. SHADE AND FLOWERING TREES 1.PROVIDE BALLED AND BURLAPPED OR CONTAINERIZED TREES IN ACCORDANCE WITH THE FOLLOWING STANDARDS: A.SINGLE-STEM TRUNK: SINGLE TRUNK WITH NO MORE THAN 10 DEGREES OF BOW. TREES WITH “DOGLEG” TRUNKS OR COMPETING LEADERS ARE UNACCEPTABLE. NO PRUNING WOUNDS SHALL BE PRESENT WITH A DIAMETER OF MORE THAN 1 INCH AND SUCH WOUNDS MUST SHOW VIGOROUS BARK ON ALL EDGES. B.MULTI-STEM TRUNK: MINIMUM OF 3 TRUNKS TO MAXIMUM OF 5 TRUNKS. TRUNKS SHOULD BE EVENLY DISTRIBUTED AND SUFFICIENTLY SEPARATED. C.BRANCHES: ALL BRANCHES EQUALLY DOMINANT AND AT LEAST 6 INCHES APART. NO BRANCH IN UPPER HALF OF TREE MAY BE GREATER THAN 2/3 THE SIZE OF THE TRUNK. NO BRANCH TIPS SHOULD BE TALLER THAN THE TRUNK. D.CROWN: BRANCHES TO BE EVENLY DISTRIBUTED AROUND TRUNK. ONLY ONE MAJOR BRANCH MAY BE LOCATED ABOVE ANOTHER MAJOR BRANCH. NO LARGE VOIDS IN THE CANOPY SHOULD BE EVIDENT E.HEIGHT AND CROWN SPREAD: THE MINIMUM AND MAXIMUM HEIGHT AND THE MINIMUM CROWN SPREAD OF THE TREE SHOULD BE APPROPRIATE TO THE CALIPER OF THE TREE TRUNK AND SHALL MEET THE FOLLOWING STANDARDS: (NOTE: COLUMNAR VARIETIES OF TREES ARE EXEMPT FROM THESE STANDARDS) CALIPER MIN. HEIGHT MAX. HEIGHT MIN. SPREAD 2”8'14'4' 2.5”9'15'4-1/2' 3”10''16'5' 3.5”11'17'5-1/2' 4”12'18'6-1/2' 4.5”14'20'7-1/2' 5”16'22'9' 5.5”17'23'10' 2.UNACCEPTABLE TREES: TREES MAY BE REJECTED DUE TO EVIDENCE OF ANY SINGLE OR MULTIPLE CONDITIONS AS FOLLOWS: A.STAKING TO SUPPORT TREES OVER 1-INCH CALIPER B.ROOT BALL OR CONTAINER UNDERSIZED C.B&B ROOT BALL NOT PROPERLY SECURED D.ROOT BOUND PLANTS E.ROOTS GROWING OUT OF CONTAINER OR GROW BAG F.SPARSELY FOLIATED CROWN G.TIP DIEBACK ON MORE THAN 5% OF BRANCHES H.FAILURE TO MEET HEIGHT RESTRICTIONS I.FLUSH OR STUB PRUNING CUTS J.OPEN TRUNK WOUNDS OR INJURIES K.INCOMPLETE GRAFT UNION L.GREATER THAN 40% OF LOWER TRUNK VOID OF BRANCHES M.CHLOROTIC OR ABNORMALLY SMALL LEAVES N.EVIDENCE OF PESTS OR DISEASE O.INCLUDED BARK BETWEEN TRUNK AND MAJOR BRANCHES P.MAJOR BRANCHES THAT ARE TOUCHING Q.CIRCLING ROOTS BROADLEAF EVERGREENS, CONIFERS, AND SHRUBS 1.FORM AND SIZE: BRANCHES SHALL BE GENEROUS, WELL-TWIGGED, AND THE PLANT AS A WHOLE WELL-BUSHED TO THE GROUND. SINGLE-STEMMED OR THIN SHRUBS WILL NOT BE ACCEPTED. SUBSTITUTIONS 1.DO NOT MAKE SUBSTITUTIONS. SUBSTITUTIONS WILL ONLY BE PERMITTED UPON SUBMISSION OF WRITTEN PROOF THAT ANY PLANT AS SPECIFIED IS NOT AVAILABLE WITHIN REGION DURING THE SCHEDULED PLANTING SEASON. WRITTEN AUTHORIZATION OF THE LANDSCAPE ARCHITECT WILL BE REQUIRED FOR ANY SUBSTITUTION PRIOR TO ORDERING AND INSTALLATION. THE NEAREST EQUIVALENT OBTAINABLE SIZE AND VARIETY OF PLANT HAVING THE SAME ESSENTIAL CHARACTERISTICS SHALL BE USED. AN EQUITABLE CREDIT TO THE CONTRACT PRICE SHALL BE DETERMINED BY THE CONTRACTOR AND LANDSCAPE ARCHITECT. ACCESSORIES 1.SOIL FUMIGANT: BASIMID OR PRE-APPROVED EQUAL. 2.PLANTING SOIL MIXTURE (BACKFILL MATERIAL): NATIVE SOIL SHALL BE USED FOR NO MORE THAN 50% OF THE BACKFILL USED IN EXCAVATED PLANT PITS. 100% OF NATIVE SOIL IS ACCEPTABLE FOR CONSTRUCTION OF REQUIRED SAUCERS AROUND PLANTS. THE REMAINDER OF THE UNUSED SOIL SHALL BE HAULED AWAY FROM THE SITE. NATIVE BACKFILL MATERIAL SHALL BE BLENDED WITH A MIXTURE CONSISTING OF 50% COMPOST, 25% CLAY LOAM, AND 25% SANDY LOAM. COMPOST SHALL CARRY U.S. COMPOST COUNCIL SEAL OF ASSURANCE. EXCESS EXCAVATED SOILS SHALL BE HAULED OFF-SITE. 3.PLANTER MIX: SOIL BLEND TO FILL PLANTERS IF INDICATED ON THE DRAWINGS CONSISTING OF 60% COARSE SAND, 20% AGED PINE BARK, 10% COMPOST, AND 10% COMPOSTED COW MANURE. COMPOST SHALL CARRY U.S. COMPOST COUNCIL SEAL OF ASSURANCE. 4.INORGANIC SOIL AMENDMENTS A.LIME: ASTM C 602, AGRICULTURAL LIMESTONE CONTAINING A MINIMUM 80 PERCENT CALCIUM CARBONATE EQUIVALENT AND AS FOLLOWS: ·CLASS: CLASS O, WITH A MINIMUM 95 PERCENT PASSING THROUGH NO. 8 (2.36-MM) SIEVE AND A MINIMUM 55 PERCENT PASSING THROUGH NO. 60 (0.25-MM) SIEVE. ·PROVIDE LIME IN FORM OF DOLOMITIC LIMESTONE. 5.ORGANIC SOIL AMENDMENTS A.COMPOST: WELL-COMPOSTED, STABLE, AND WEED-FREE ORGANIC MATTER, PH RANGE OF 5.5 TO 8; MOISTURE CONTENT 35 TO 55 PERCENT BY WEIGHT; 100 PERCENT PASSING THROUGH 1-INCH (25-MM) SIEVE; SOLUBLE SALT CONTENT OF 5 TO 10 DECISIEMENS/M; NOT EXCEEDING 0.5 PERCENT INERT CONTAMINANTS AND FREE OF SUBSTANCES TOXIC TO PLANTINGS; AND AS FOLLOWS: ·ORGANIC MATTER CONTENT: 50 TO 60 PERCENT OF DRY WEIGHT. ·FEEDSTOCK: AGRICULTURAL, FOOD, OR INDUSTRIAL RESIDUALS; BIOSOLIDS; YARD TRIMMINGS; OR SOURCE-SEPARATED OR COMPOSTABLE MIXED SOLID WASTE. B.WOOD DERIVATIVES: DECOMPOSED, NITROGEN-TREATED SAWDUST, GROUND BARK, OR WOOD WASTE; OF UNIFORM TEXTURE, FREE OF CHIPS, STONES, STICKS, SOIL, OR TOXIC MATERIALS. C.MULCH: AGED DOUBLE-SHREDDED PINEBARK MULCH FROM A SINGLE SOURCE COMMERCIAL VENDOR WITH A MAXIMUM PARTICLE SIZE OF 2 INCHES, FREE OF WEED SEED AND WASTE MATERIALS. 6.STAKES AND GUYS: "TREE FROG PRO 40 HD" STAKING SYSTEM. INSTALL PER MANUFACTURER'S INSTRUCTIONS. 7.WATER: PROVIDED BY CONTRACTOR FROM OFF-SITE. WATER SHALL BE FREE OF SUBSTANCES HARMFUL TO PLANT GROWTH. E X E C U T I O N 1.PLANTING STANDARDS: ALL PLANT MATERIAL AND INSTALLATION WORK SHALL CONFORM TO THE STANDARDS DETAILED IN THE FOLLOWING DOCUMENTS: A.AMERICAN NATIONAL STANDARDS FOR TREE CARE OPERATIONS, ANSI A300. AMERICAN NATIONAL STANDARDS INSTITUTE, 11 WEST 42ND STREET, NEW YORK, N.Y. 10036 B.AMERICAN NATIONAL STANDARD FOR NURSERY STOCK, ANSI Z60.1. AMERICAN NURSERY AND LANDSCAPE ASSOCIATION, 1250 EYE STREET. NW, SUITE 500, WASHINGTON, D.C. 20005 C.HORTUS THIRD, THE STAFF OF THE L.H. BAILEY HORTORIUM. 1976. MACMILLAN PUBLISHING CO., NEW YORK 2.EXAMINATION A.EXAMINE ALL AREAS TO RECEIVE PLANTING FOR COMPLIANCE WITH REQUIREMENTS AND FOR CONDITIONS AFFECTING PERFORMANCE OF WORK. DO NOT PROCEED WITH INSTALLATION UNTIL SATISFACTORY CONDITIONS HAVE BEEN CORRECTED. B.SOIL PREPARATION OR PLANT INSTALLATION SHALL NOT BE ATTEMPTED WHEN GROUND IS FROZEN, MUDDY, OR EXCESSIVELY DRY. 2.PREPARATION A.TIME OF PLANTING: AFTER NOTIFICATION TO PROCEED, PLANTING OPERATIONS SHALL BE CONDUCTED UNDER FAVORABLE WEATHER CONDITIONS. B.FUMIGATE ALL LANDSCAPE BEDS WITH BASAMID OR EQUIVALENT TO ELIMINATE EXISTING WEED SEEDS. C.PLANTING BED LAYOUT: LOCATE PLANTING BED EDGES BY SCALING DIMENSIONS FROM BUILDINGS, CURBS, PAVEMENTS, ETC. SPECIFIC ATTENTION SHALL BE GIVEN TO ENSURE THAT SMOOTH AND UNIFORM ALIGNMENTS CONSISTENT WITH THE PLANS ARE PROVIDED. MAJOR DEVIATIONS FROM THE PLAN ARE SUBJECT TO REJECTION AT TIME OF REVIEW UNLESS UNFORESEEN SITE CONDITIONS OR CIRCUMSTANCES REQUIRED THE CHANGE. D.LAYOUT OF INDIVIDUAL PLANTS AND MASS PLANTINGS: INDIVIDUAL TREES, SHRUBS, AND MASS PLANTINGS SHALL BE ACCURATELY LOCATED AS SHOWN ON THE DRAWINGS. PLANT LOCATIONS MAY BE SCALED FROM THE DRAWINGS. TREES AND LARGE SHRUBS IN CLOSE PROXIMITY TO BUILDINGS SHALL NOT BE LOCATED IN FRONT OF WINDOWS UNLESS SPECIFICALLY SHOWN OTHERWISE ON THE PLANS. E.SOIL PREPARATION: LIMIT SOIL PREPARATION TO AREAS THAT WILL BE PLANTED IN THE IMMEDIATE FUTURE. 3.EXCAVATION FOR TREES AND SHRUBS A.EXCAVATE SO THAT SIDES OF PLANTING HOLES SLOPE OUTWARD. PITS WITH VERTICAL OR STEEPLY SLOPING SIDES ARE UNACCEPTABLE. EXCAVATE SO THAT TOP OF HOLE IS AT LEAST 2 TIMES AS WIDE AS BALL OR CONTAINER DIAMETER. EXCAVATE DEPTH EQUAL TO DISTANCE FROM ROOT FLARE TO BASE OF BALL OR CONTAINER. B.OBSTRUCTIONS: NOTIFY LANDSCAPE ARCHITECT IF UNEXPECTED ROCK OR OBSTRUCTIONS DETRIMENTAL TO TREES OR SHRUBS ARE ENCOUNTERED IN EXCAVATIONS. C.DRAINAGE: NOTIFY LANDSCAPE ARCHITECT IF SUBSOIL CONDITIONS REVEAL UNEXPECTED WATER SEEPAGE OR RETENTION IN TREE OR SHRUB PITS. 4.TREE AND SHRUB INSTALLATION A.SET PLANTS PLUMB AND IN CENTER OF EXCAVATION ON UNDISTURBED SOIL TO SUCH DEPTH THAT THE ROOT FLARE IS NO LOWER THAN LEVEL OR NO MORE THAN 2 INCHES ABOVE THE SURROUNDING FINISHED GRADE. B.REMOVE BURLAP, ROPE, TWINE AND WIRE BASKET FROM TOP OF BALL AND AT LEAST 1/2 OF SIDES. DO NOT USE PLANT IF BALL IS CRACKED OR BROKEN BEFORE OR DURING PLANTING OPERATION. C.EXAMINE PLANT FOR EVIDENCE OF GIRDLING OR MATTED ROOTS NEAR THE ROOT FLARE. SEVER ANY ROOTS WHICH MAY INTERFERE WITH STEM GROWTH IN FUTURE. REJECT AND DO NOT INSTALL PLANTS THAT SHOW SUBSTANTIAL EVIDENCE OF CIRCLING ROOTS OR MATTED ROOTS ON SURFACE. D.PLACE SOIL BACKFILL AROUND BALL IN LAYERS, TAMPING TO SETTLE BACKFILL AND ELIMINATE VOIDS AND AIR POCKETS. WATER THOROUGHLY WITHIN 4 HOURS OF PLANTING, PREFERABLY AFTER MULCHING. E.TOP SURFACE OF ROOT BALL SHALL REMAIN FREE OF ANY SOIL BACKFILL OR OTHER SOIL. F.FORM A SHALLOW SAUCER AROUND EACH PLANT BY PLACING A RIDGE OF SOIL AROUND THE EDGE OF THE BALL. THE OUTSIDE DIAMETER OF THE SAUCER SHALL BE 6 FEET. INSTALL A 4-INCH DEEP V-SHAPED TRENCH EDGING AROUND OUTER EDGE OF SAUCER. G.NO PRUNING SHOULD BE DONE EXCEPT TO REMOVE BROKEN BRANCHES. WHEN REMOVING BROKEN BRANCHES, PRUNING CUTS SHALL BE MADE OUTSIDE OF BRANCH COLLAR. PRUNING SHALL BE DONE IN ACCORDANCE WITH ANSI A300 PRUNING STANDARDS. 5.TREE STAKING AND GUYING: INSTALL STAKING AND GUYING IMMEDIATELY FOLLOWING PLANTING. ENSURE TREE IS IN A PLUMB POSITION PRIOR TO AND AFTER GUYING IS SECURED. SECURELY ATTACH NO FEWER THAN 3 GUYS PER TREE. 6.MASS PLANTING BED / PARKING LOT ISLAND SOIL BED PREPARATION A.REMOVE AND DISPOSE OF ANY EXISTING VEGETATION. DO NOT TURN OVER INTO SOIL BEING PREPARED FOR PLANTING. B.LOOSEN EXISTING SOIL TO A MINIMUM DEPTH OF 12 INCHES. REMOVE STONES LARGER THAN 1 INCH IN ANY DIMENSION, STICKS, ROOTS, RUBBISH, AND OTHER EXTRANEOUS MATERIALS FROM THE SOIL. C.RECONSTRUCT BERMS IN PARKING LOT ISLANDS IF EXISTING PRIOR TO BED PREPARATION OPERATIONS. D.PLACE A 1-INCH LAYER OF COMPOST, TILL INTO THE TOP 4” OF LOOSENED SOIL, AND FINE GRADE THE AMENDED SOIL. E.FINE GRADE THE AMENDED SOIL TO A SMOOTH, EVEN SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE. LIGHTLY ROLL AND RAKE, REMOVE RIDGES AND FILL DEPRESSIONS TO OBTAIN A UNIFORM SURFACE. NO PONDING OF WATER SHOULD BE PRESENT AFTER WATERING. LIMIT FINE GRADING TO AREAS THAT WILL BE PLANTED IN THE IMMEDIATE FUTURE. RESTORE PREPARED AREAS IF ERODED OR OTHERWISE DISTURBED BEFORE PLANTING. F.FUMIGATE THE SOIL IN ALL LANDSCAPE BEDS TO ELIMINATE ALL WEED SEED. APPLY IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND PROCEDURES. G.WHERE PLANTING BEDS ARE TO BE INSTALLED IN AREAS UNDISTURBED BY RECENT CONSTRUCTION OF THE ROAD, PREPARE SOIL AS FOLLOWS: 7.INSTALLING CONTAINER PLANTS A.SPACE PLANTS IN ACCORDANCE WITH SPACING REQUIREMENTS. B.REMOVE CONTAINER PRIOR TO PLANTING. C.SET PLANTS WITH CROWN AT SURFACE OF SOIL. D.PRIOR TO PLANTING, BIODEGRADABLE POTS SHALL BE CAREFULLY BROKEN UP AND ANY ABOVE-GROUND PORTION SHALL BE REMOVED. NON-BIODEGRADABLE POTS SHALL BE REMOVED. E.INSTALL PLANTS SO THAT ROOTS ARE SURROUNDED BY SOIL. DO NOT COVER ROOT BALL WITH SOIL. F.INSTALL A 4-INCH DEEP V-SHAPED TRENCH EDGING AROUND THE OUTER EDGE OF THE PLANTING BED. G.WATER PLANTS THOROUGHLY WITHIN ONE HOUR OF INSTALLATION. 8.MULCHING A.MULCH SAUCERS UNDER INDIVIDUAL TREES AND SHRUBS AND BACKFILLED AREAS AROUND PLANTINGS IN PLANTING BEDS. FILL TRENCH IN V-SHAPED PLANT BED EDGING WITH SLIGHTLY COMPACTED MULCH. B.APPLY A MINIMUM 3-INCH THICK BUT NO MORE THAN 4-INCH THICK LAYER OF SPECIFIED MULCH. C.KEEP MULCH 4 TO 6 INCHES AWAY FROM TREE TRUNKS OR STEMS. MULCHING AGAINST THE TRUNK IS AN UNACCEPTABLE PRACTICE THAT INHIBITS THE HEALTH AND VIGOR OF TREES. 9.CLEANUP AND DISPOSAL OF SURPLUS AND WASTE A.DURING LANDSCAPING OPERATIONS, KEEP PAVEMENTS CLEAN AND WORK AREA IN AN ORDERLY CONDITION. B.REMOVE WASTE MATERIAL AND SURPLUS MATERIALS DAILY, INCLUDING EXCESS SOIL, UNSUITABLE SOIL, TRASH, AND DEBRIS AND LEGALLY DISPOSE OF OFF-SITE AT NO COST TO THE OWNER. 10.ACCEPTANCE OF LANDSCAPE WORK A.MAINTENANCE OF INSTALLED PLANTS SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL CONTINUE UNTIL ACCEPTANCE OF THE LANDSCAPE WORK. B.WHEN THE INDIVIDUAL TREES AND SHRUBS AND THE PLANTING BEDS ARE READY FOR FINAL INSTALLATION INSPECTION, ALL PLANT BEDS WILL BE FREE FROM WEEDS AND EDGED NEATLY TO A LINE AS SHOWN ON THE DRAWINGS. PLANT TAGS OF ALL DESCRIPTION SHALL BE REMOVED BY THE CONTRACTOR PRIOR TO THE INSPECTION FOR PRELIMINARY ACCEPTANCE. C.MULCH SHALL BE REPLENISHED TO A DEPTH OF THREE INCHES. D.10 DAYS PRIOR TO THE ANTICIPATED DATE OF COMPLETION, THE CONTRACTOR WILL FURNISH WRITTEN NOTICE REQUESTING INSPECTION BY THE LANDSCAPE ARCHITECT. E.FINAL ACCEPTANCE OF THE WORK WILL BE MADE UPON COMPLETION OF ALL WORK UNDER THIS CONTRACT. PLANTS MUST BE IN EXCELLENT AND VIGOROUS CONDITION. F.WHEN INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE-INSPECTED BY LANDSCAPE ARCHITECT AND FOUND TO BE ACCEPTABLE. G.EXCESSIVELY PRUNED TREES AND SHRUBS WHICH, IN OPINION OF LANDSCAPE ARCHITECT, ARE NO LONGER EXCELLENT REPRESENTATIVES OF THEIR SPECIES SHALL BE REPLACED PRIOR TO FINAL ACCEPTANCE. H.THE CONTRACTOR WILL BE NOTIFIED IN WRITING OF ACCEPTANCE OF ALL WORK OF THIS SECTION EXCLUSIVE OF ANY DEFICIENCIES OF THE REQUIREMENTS OF COMPLETION OF THE WORK. I.AT THE TIME OF ACCEPTANCE, THE CONTRACTOR IS RELIEVED OF ROUTINE MAINTENANCE RESPONSIBILITIES DURING THE INSTALLATION PERIOD FOR THE PLANTINGS UNDER THIS CONTRACT. SITE PREPARATION 1.CONTRACTOR SHALL CONSULT WRITTEN SPECIFICATIONS FOR SODDING, AS APPLICABLE, IN ADDITION TO THE NOTES BELOW. 2.CONTRACTOR TO FINE GRADE ALL SOD AREAS PRIOR TO INSTALLATION 3.CONTRACTOR TO LOOSEN SOIL TO A DEPTH OF 4" BY DISKING, RAKING, ROTO-TILLING, OR OTHER ACCEPTABLE MEANS, AND RAKE SMOOTH ENSURING ALL ROOTS, DEBRIS, AND STONES GREATER THAN 1"Ø ARE REMOVED. 4.CONTRACTOR TO PROVIDE A SOIL pH TEST TO LANDSCAPE ARCHITECT PRIOR TO INSTALLATION, AND AMEND SOIL AS NEEDED PER LOCAL COOPERATIVE EXTENSION OFFICE GUIDELINES TO ACHIEVE IDEAL GROWING CONDITIONS FOR BOTH TURF AND LANDSCAPE BEDS. 5.ALL SODDED AREAS SHALL BE FINISHED GRADE AT THE THICKNESS OF SOD. 6.NO SODDED AREAS SHALL BE INSTALLED UNTIL ALL OTHER CONSTRUCTION ACTIVITIES, INCLUDING PLANTING AND MULCHING, HAVE OCCURRED AND LANDSCAPE ARCHITECT HAS REVIEWED/ACCEPTED THE FINAL GRADING AND SOIL CONDITIONS. 7.ALL PERMANENT TURF GRASS AREAS AND DISTURBED AREAS NOT PROPOSED FOR CONSTRUCTION SHALL BE SODDED AT THE TIME OF DEVELOPMENT. SEEDING SPRIGS, OR SOD PLUGS SHALL BE PROHIBITED FOR PERMANENT GROUND STABILIZATION. SOD INSTALLATION 1.CONTRACTOR TO ENSURE SOD AREAS UTILIZE ROLLS THAT ARE NOT BROKEN OR STRETCHED AND FREE OF DISEASE, PESTS, AND THATCH. 2.SODDING SHALL OCCUR IN EARLY SPRING OR EARLY FALL AND SHALL BE INSTALLED WITHIN 24 HOURS OF ARRIVING ON SITE UNLESS APPROVED OTHERWISE BY LANDSCAPE ARCHITECT. 3.SOD SHALL BE LAID PARALLEL TO THE CONTOURS ON SITE AND HAVE STAGGERED JOINTS. SOD SHALL BE STAKED ON SLOPES GREATER THAN 3:1 OR IN DRAINAGE SWALES. 4.CONTRACTOR TO APPLY STARTER FERTILIZER AT TIME OF SODDING AT A RATE RECOMMENDED BY THE MANUFACTURER. 5.CONTRACTOR IS RESPONSIBLE FOR WATERING AND CONTINUED MAINTENANCE OF SODDED AREAS UNTIL PROJECT COMPLETION MAINTENANCE 1.CONTRACTOR SHALL WATER SOD WITHIN 1 HOUR OF INSTALLATION. CONTRACTOR IS RESPONSIBLE FOR KEEPING AREAS ADEQUATELY IRRIGATED EITHER BY HAND OR IRRIGATION SYSTEM SHOULD ONE BE AVAILABLE. 2.CONTRACTOR IS RESPONSIBLE FOR CONTINUED MAINTENANCE (MOWING, FERTILIZING, WEEDING, ETC.) OF SODDED AREAS UNTIL COMPLETION OF PROJECT OR AS THE CONTRACT DICTATES. CONTRACTOR TO UTILIZE THE SERVICES OF A CERTIFIED PROFESSIONAL LANDSCAPE CONTRACTOR. 3.SOD IS SUBJECT TO INSPECTION AND ACCEPTANCE. LANDSCAPE ARCHITECT AND/OR OWNER RESERVES THE RIGHT TO REJECT AT ANY TIME OR PLACE PRIOR TO ACCEPTANCE OF ANY WORK AND SOD WHICH FAILS TO MEET SPECIFICATION REQUIREMENTS. SODDING SPECIFICATIONSLANDSCAPE TECHNICAL SPECIFICATIONS 1.ENTIRE SITE IS TO BE IRRIGATED INCLUDING ALL AMENITY AREAS, BUFFER PLANTINGS, LANDSCAPE AND LAWN AREAS, ROOF TERRACES (PLANTERS), AND GREEN ROOFS. LANDSCAPE CONTRACTOR AND CONTRACTOR ARE RESPONSIBLE FOR VERIFYING ALL SCOPE PRIOR TO BIDDING AND CONSTRUCTION. 2.CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL LANDSCAPE IRRIGATION SHOP DRAWINGS AND IRRIGATION PERMIT DRAWINGS FOR PROJECT. IRRIGATION DRAWINGS ARE TO INCLUDE EQUIPMENT, PIPE LAYOUT, EQUIPMENT PLACEMENT, EQUIPMENT SCHEDULE, PERFORMANCE CALCULATIONS TO PROVIDE 1" IRRIGATION TO ALL PLANTED AREAS PER WEEK. FOR ROOF DECKS, PLANS ARE TO SHOW COORDINATED TIES TO DOMESTIC WATER AND ANY BOOSTER PUMP REQUIREMENTS. 3.LANDSCAPE ARCHITECT DOES NOT PROVIDE IRRIGATION PLANS. IRRIGATION SHOP DRAWINGS AND PERMIT PLANS ARE TO BE SUBMITTED TO LA AND OWNER FOR REVIEW AND APPROVAL TO CONFIRM SCOPE. 4.CONTRACTOR TO COORDINATE LOCATION OF BACKFLOW PREVENTER, METER, AND WATER CONNECTIONS WITH CIVIL ENGINEER. SEE UTILITY PLANS FOR LOCATIONS AND NOTES PER AUTHORITY HAVING JURISDICTION. 5.CONTRACTOR IS RESPONSIBLE FOR PROVIDING BACKFLOW, METER, AND TAP FOR IRRIGATION. FINAL METER SIZE TO BE PER IRRIGATION SHOP DRAWINGS. 6.CONTRACTOR TO COORDINATE LOCATION OF CONTROLLER AND ALL NECESSARY WIRING WITH LA, MEP, AND OWNER. 7.CONTRACTOR SHALL INCLUDE ALL COSTS ASSOCIATED WITH IRRIGATION DESIGN AND INSTALLATION IN COST ESTIMATE PROVIDED TO OWNER WITH LANDSCAPE PLAN DELINEATING AND CONFIRMING ALL AREAS TO RECEIVE IRRIGATION. 8.ALL OPEN SPACE LANDSCAPING SHALL INCLUDE AN AUTOMATEDIRRIGATION SYSTEM THAT USES COLLECTED RAINWATER AND/OR RECYCLED GREY WATER (FROM BATHING AND LAUNDERING OF CLOTHES) TO THE FULLEST EXTENT POSSIBLE. IRRIGATION NOTES PROJ. MGR: COPYRIGHT ©2024 TRANSYSTEMS CORPORATION DRAWN BY: 9/ 1 6 / 2 0 2 4 2 : 2 5 P M G: \ p r o j e c t s _ 2 0 2 4 \ R A 3 0 2 \ 3 0 2 2 4 0 1 5 9 \ S i t e \ C A D \ C D s \ L P 5 0 0 . d w g . .. .. .. .. .. .. .. .. .. PROJECT: DATE ISSUE: CHECKED BY: REVISIONS: POOCH ENTERPRISES, LLC .. PREPARED FOR: CORPORATE MILITARY CONTRACTING, INC. 609 PINER RD, SUITE A #590 WILMINGTON, NC 28409 .. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH ALL NEW HANOVER COUNTY AND NCDOT STANDARDS AND SPECIFICATIONS NOTICE: 3 WORKING DAYS FOR THE LOCATION OF UNDERGROUND FACILITIES BEFORE YOU DIG R Call before you dig. below.Know what's THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR NEITHER THE OWNER NOR THE ENGINEER SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. 6900 HOLLY SHELTER ROAD CASTLE HAYNE, NORTH CAROLINA 28429 CONSTRUCTION DRAWINGS REF #: ####### PRELIMINARY DO NOT USE FOR CONSTRUCTION PRELIMINARY FOR REVIEW ONLY, NOT FOR CONSTRUCTION transystems.com ASHEVILLE | CHARLOTTE | RALEIGH | WILMINGTON 1 GLENWOOD AVE. | SUITE 600 RALEIGH, NC 27603 PHONE | 919.789.9977 COPYRIGHT ©2024 TRANSYSTEMS CORPORATION C - 685 N O R T H C A ROLIN A T R A NSYSTEMS C O R P O R ATION REGIS T E R E D LANDSCA P E A R CHITECT U R A L C O RPORATION 2438 N O R T H C A ROLI N A MARK F. L E R C H R E G I S T ERED L A N D S CAP E A R C H ITECT LANDSCAPE NOTES LP501 D. MILLER J. GUTHRIE M.LERCH