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84 Lumber Expansion Site Plan Set_v1
© 2024 Microsoft Corporation © 2024 Maxar ©CNES (2024) Distribution Airbus DS X X X X X X X X X X X X DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW 84 LUMBER STORAGE EXPANSION MAJOR SITE PLAN 1700 HALL DRIVE, WILMINGTON, NC 28405 C1.0 N/A N/A CTM CTM / MRA CTM / MRA JPH / JAD COVER SCALE: 1" = 50'LOCATION MAP2 SHEET INDEX1PROJECT INFORMATION3 SCALE: NTSVICINITY MAP4 OWNER:NEW HANOVER COUNTY AIRPORT AUTHORITY 1740 AIRPORT BLVD., SUITE 12 WILMINGTON, NC 28405 GRANSEUR DICK PHONE: 910-341-4333 x.1016 GDICK@FLYILM.COM DEVELOPER: 84 PROPERTIES, LLC 1019 ROUTE 519, EIGHTY FOUR, PA 15330 BETHANY CYPHER PHONE: 724-228-8820 BETHANY.CYPHER@84LUMBER.COM ENGINEER: MCKIM & CREED, INC 243 N. FRONT STREET, WILMINGTON, NC 28401 PHONE: 910-343-1048 M. ROBIN AUSTIN, PE RAUSTIN@MCKIMCREED.COM SURVEYOR: MICHAEL UNDERWOOD AND ASSOCIATES, PA 102 CINEMA DR., SUITE A, WILMINGTON, NC 28403 PHONE: 910-815-0650 MICHAEL N. UNDERWOOD, PLS MUNDERWOOD@MUA-PA.COM CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER AND SEWER) CONTACT: BERNICE JOHNSON PHONE: 910-332-6620 EMAIL: BERNICE.JOHNSON@CFPUA.ORG DUKE ENERGY (ELECTRIC) CONTACT: DONALD PRIDGEN PHONE: 910-617-2733 EMAIL: DONALD.PRIDGEN@DUKE-ENERGY.COM PIEDMONT NATURAL GAS (GAS) CONTACT: JARRED GARRISON PHONE: 910-251-2814 EMAIL: JARRED.GARRISON@DUKE-ENERGY.COM SPECTRUM (TELEPHONE AND CABLE) CONTACT: ZACHARY WAHL PHONE: 910-508-0794 EMAIL: ZACHARY.WAHL@CHARTER.NET AT&T (BELLSOUTH) CONTACT: BART GORE PHONE: 910-547-1775 EMAIL: BG1678@ATT.COM NORTH CAROLINA ONE CALL PHONE: 1-800-632-4949 OR 811 NEW HANOVER COUNTY FIRE DEPT (FIRE) CONTACT: SUNNIE BATSON PHONE: (910) 798-7464 EMAIL: SBATSON@NHCGOV.COM M.L.K. PKWY (SR-74) PROJECT SITE * IN T E R S T A T E 4 0 WILMINGTON INTERNATIONAL AIRPORT HA L L D R I V E BLU E C L A Y R O A D GAR D N E R R O A D FAIRF I E L D D R I V E TR A S K D R I V E HEWLETT D R I V E N. KERR AVE. Sheet List Table Sheet Number Sheet Title C1.0 COVER C1.1 GENERAL NOTES C1.2 GENERAL NOTES C2.0 EXISTING CONDITIONS C2.1 DEMOLITION PLAN C3.0 SITE PLAN C4.0 EROSION CONTROL PLAN - OVERALL - STAGE 1 C5.0 EROSION CONTROL PLAN - OVERALL - STAGE 2 C7.0 GRADING & DRAINAGE PLAN C8.0 UTILITY PLAN C8.1 LIGHTING PLAN C8.2 UTILITY PLAN & PROFILES C8.3 UTILITY PLAN & PROFILES C8.4 UTILITY PLAN & PROFILES C9.0 VEHICLE TRACKING C10.0 LANDSCAPE PLAN C11.0 SITE DETAILS C11.1 SITE DETAILS C12.0 EROSION CONTROL DETAILS C12.1 EROSION CONTROL DETAILS C13.0 GRADING & DRAINAGE DETAILS C13.1 GRADING & DRAINAGE DETAILS C13.2 DRY POND DETAIL C14.0 UTILITY DETAILS C14.1 UTILITY DETAILS C17.0 LANDSCAPE DETAILS 01.02.2025 01.02.2025 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C1.1 N/A N/A CTM CTM CTM JPH GENERAL NOTES GENERAL NOTES1 DEMOLITION NOTES: 1.THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL LOCAL AND STATE PERMITS REQUIRED FOR DEMOLITION WORK. 2.THE CONTRACTOR SHALL INDEMNIFY AND HOLD HARMLESS THE OWNER AND/OR ENGINEER FOR ANY AND ALL INJURIES AND/OR DAMAGES TO PERSONNEL, EQUIPMENT AND/OR EXISTING FACILITIES IN THE DEMOLITION AND CONSTRUCTION DESCRIBED IN THE PLANS AND SPECIFICATIONS. 3.EXISTING CONDITIONS AS DEPICTED ON THESE PLANS ARE GENERAL AND ILLUSTRATIVE IN NATURE AND DO NOT INCLUDE MECHANICAL, ELECTRICAL AND MISCELLANEOUS STRUCTURES. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO EXAMINE THE SITE AND BE FAMILIAR WITH EXISTING CONDITIONS PRIOR TO BIDDING ON THE DEMOLITION WORK FOR THIS PROJECT. IF CONDITIONS ENCOUNTERED DURING EXAMINATION ARE SIGNIFICANTLY DIFFERENT THAN THOSE SHOWN, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY. 4.ALL EXISTING ABOVE AND BELOW GROUND STRUCTURES WITHIN THE LIMITS OF NEW CONSTRUCTION SHALL BE RAZED UNLESS NOTED OTHERWISE WITHIN THIS CONSTRUCTION SET, ARCHITECTURAL PLANS AND/OR PROJECT SPECIFICATIONS. THIS INCLUDES FOUNDATION SLABS, WALLS, AND FOOTINGS. 5.ALL DEMOLITION WASTE AND CONSTRUCTION DEBRIS SHALL BE REMOVED BY THE CONTRACTOR AND DISPOSED OF IN A STATE APPROVED WASTE SITE AND IN ACCORDANCE WITH ALL LOCAL AND STATE CODES AND PERMIT REQUIREMENTS. 6.ALL UTILITY REMOVAL, RELOCATION, CUTTING, CAPPING AND/OR ABANDONMENT SHALL BE COORDINATED WITH THE APPROPRIATE UTILITY COMPANY. 7.THE BURNING OF CLEARED MATERIAL AND DEBRIS SHALL NOT BE ALLOWED UNLESS CONTRACTOR GETS WRITTEN AUTHORIZATION FROM THE LOCAL AUTHORITIES. 8.UTILITY CONTACTS ARE AS FOLLOWS: CAPE FEAR PUBLIC UTILITY AUTHORITY (WATER AND SEWER) CONTACT: JEFF THEBERGE PHONE: (910-332-6626) EMAIL: JEFF.THEBERGE@CFPUA.ORG DUKE ENERGY (ELECTRIC) CONTACT: DONALD PRIDGEN PHONE: 910-617-2733) EMAIL: DONALD.PRIDGEN@DUKE-ENERGY.COM PIEDMONT NATURAL GAS (GAS) CONTACT: JARRED GARRISON PHONE: 910-251-2814 EMAIL: JARRED.GARRISON@DUKE-ENERGY.COM SPECTRUM (TELEPHONE AND CABLE) CONTACT: ZACHARY WAHL PHONE: 910-508-0794 EMAIL: ZACHARY.WAHL@CHARTER.NET AT&T (BELLSOUTH) CONTACT: BART GORE PHONE: 910-547-1775 EMAIL: BG1678@ATT.COM NORTH CAROLINA ONE CALL PHONE: 1-800-632-4949 OR 811 NEW HANOVER COUNTY FIRE DEPT (FIRE) CONTACT: SUNNIE BATSON PHONE: (910) 798-7464 EMAIL: SBATSON@NHCGOV.COM 9.EROSION AND SEDIMENTATION CONTROL MEASURES AROUND AREAS OF DEMOLITION SHALL BE INSTALLED PRIOR TO INITIATION OF DEMOLITION ACTIVITIES. REFER TO E&S PLAN FOR DETAILS. 10.ASBESTOS OR HAZARDOUS MATERIALS, IF FOUND ON SITE, SHALL BE REMOVED BY A LICENSED HAZARDOUS MATERIALS CONTRACTOR. CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY. 11.CONTRACTOR SHALL PROTECT ALL CORNER PINS, MONUMENTS, PROPERTY CORNERS, AND BENCHMARKS DURING DEMOLITION ACTIVITIES. IF DISTURBED, CONTRACTOR SHALL HAVE DISTURBED ITEMS RESET BY A LICENSED SURVEYOR AT NO ADDITIONAL COST TO THE OWNER. 12.CONTRACTOR SHALL ADHERE TO ALL LOCAL, STATE, FEDERAL, AND OSHA REGULATIONS WHEN OPERATING DEMOLITION EQUIPMENT AROUND UTILITIES. 13.CONTRACTOR SHALL PROTECT AT ALL TIMES ADJACENT STRUCTURES AND ITEMS FROM DAMAGE DUE TO DEMOLITION ACTIVITIES. 14.ALL DEMOLITION WORK SHALL BE PERFORMED WITH "DUE CARE AND DILIGENCE" SO AS TO PREVENT THE ARBITRARY DESTRUCTION OR INTERRUPTION OF CONCEALED UTILITIES WHICH ARE INTENDED TO REMAIN IN USE AND THE ROUTING OF WHICH COULD NOT BE PREDETERMINED UNTIL DEMOLITION WAS STARTED. ALL SUCH DISCOVERIES OF UTILITIES DURING THE DEMOLITION PROCESS WHICH ARE IN A LOCATION DIFFERENT FROM THAT INDICATED OR ARE UNIDENTIFIED, SHALL BE REPORTED TO THE OWNER, ENGINEER AND ARCHITECT BEFORE REMOVAL FOR FINAL DISPOSITION. 15.ALL UTILITIES OR STRUCTURES NOT DESIGNATED FOR REMOVAL OR MODIFICATION ARE TO REMAIN AND BE PROTECTED FROM DAMAGE. SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT THE CONTRACTOR'S EXPENSE. 16.EXISTING PAVEMENT, CURB AND GUTTER, SIDEWALK, ETC. NOT INDICATED FOR REMOVAL, WHICH IS DAMAGED DURING DEMOLITION/CONSTRUCTION, SHALL BE REPAIRED OR REPLACED TO MATCH ORIGINAL CONDITION. 17.SALVAGEABLE FILL MATERIALS FROM SITE DEMOLITION DETERMINED TO BE ACCEPTABLE BY AN INDEPENDENT SOILS TESTING LABORATORY SHALL BE UTILIZED FOR FILL MATERIAL WHERE APPROPRIATE. 18.ANY NOTE, OR REFERENCE TO ANY ELEMENT, WHICH DOES NOT SPECIFY ACTION BY THE CONTRACTOR SHALL BE CONSTRUED AS INFORMATION ONLY. 19.ALL PIPE INSTALLATION, WHEN REQUIRED BY PIPE DEPTHS AND EXCAVATION, SHALL BE PERFORMED WITH THE USE OF TRENCH BOXES. ALL EXCAVATIONS, UTILITY AND GRADING WORK, SHALL BE IN ACCORDANCE WITH ALL LOCAL, STATE AND FEDERAL RULES AND REGULATIONS. 20.THE GENERAL CONTRACTOR SHALL PROVIDE ALL SAFETY AND SECURITY FENCING, BARRIERS, PROTECTION MATERIAL AND METHODS AS REQUIRED TO COMPLETE ANY OFF SITE WORK IN A SAFE AND TIMELY MANNER. 21.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. 22.UNLESS OTHERWISE NOTED, ALL EXISTING VEGETATION TO REMAIN AND TO BE UNDISTURBED FOR THE DURATION OF CONSTRUCTION. IF DAMAGES OCCUR TO EXISTING VEGETATION, PLANTS SHALL BE REPLACED IN KIND. 23.ANY EXISTING WELLS AND/OR SEPTIC SYSTEMS SHALL BE ABANDONED IN ACCORDANCE WITH NEW HANOVER COUNTY HEALTH DEPARTMENT STANDARDS. 24.THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF UNDERGROUND UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF NECESSARY, SHALL BE COORDINATED WITH THE OWNER. 25.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, PROJECT SPECIFICATIONS, AND LOCAL BUILDING CODES. 26.THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR TO STAKING OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 27.PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE. 28.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PLANS. 29.THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S). 30.EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL. 31.ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL. 32.ALL DEMOLITION WORK SHALL BE COMPLIANT WITH CHAPTER 33 OF THE NC FIRE CODE, AND ANY OTHER APPLICABLE SECTIONS. LAYOUT NOTES: 1.CONTRACTOR SHALL REFER TO THE ARCHITECTURAL PLANS FOR THE EXACT LOCATION OF UTILITY ENTRANCES, BUILDING DIMENSIONS, ROOF LEADERS, EXIT DOORS, EXIT RAMPS AND PORCHES. 2.ALL DIMENSIONS ARE TO BUILDING FACE, EDGE OF PAVEMENT, OR EDGE OF SIDEWALK UNLESS NOTED OTHERWISE. 3.CONTRACTOR SHALL PROVIDE ALL LABOR AND MATERIALS FOR THE INSTALLATION OF TRAFFIC SIGNAGE AND PAVEMENT MARKINGS AS SHOWN ON THE CONSTRUCTION PLANS. 4.ALL NON-LANDSCAPED ISLANDS SHALL BE PAINTED WITH STRIPES 4" WIDE, AT 45° AND 2 FEET O.C. 5.ALL STRIPING SHALL BE 4" WIDE UNLESS NOTED OTHERWISE. 6.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. 7.ALL DIMENSIONS SHOWN ON THIS PLAN SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY 84 LUMBER REPRESENTATIVE AND DESIGN ENGINEER OF ANY DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR ALL DIMENSIONS AT THE PROJECT SITE. 8.SEE DETAIL SHEETS FOR ADDITIONAL CONSTRUCTION INFORMATION. 9.CONTRACTOR SHALL NEATLY SAW-CUT ALL JOINTS WHERE THE PROPOSED CONSTRUCTION MEET EXISTING PAVEMENT AND CONCRETE. 10.ALL CONSTRUCTION SHALL BE DONE IN ACCORDANCE WITH NEW HANOVER COUNTY, AND NCDOT STANDARDS AND SPECIFICATIONS. 11.ALL PAINT STRIPING, PAVEMENT MARKINGS, AND SIGNAGE SHALL CONFORM TO THE "MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" OR AS REQUIRED IN SPECIFICATIONS. 12.VERIFY ALL SETBACKS WITH LOCAL CODES. 13.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. 14.NEW WHITE PAINT DIRECTIONAL ARROWS SHALL BE IN ACCORDANCE WITH LATEST REQUIREMENTS OF THE "MANUAL ON UNIFORM TRAFFIC CONTROL" FOR LOW SPEED URBAN CONDITIONS. 15.PERMANENT AND TEMPORARY SIGNAGE REQUIRES AN APPROVED SIGN PERMIT PRIOR TO INSTALLATION. SIGNAGE IS A SEPARATE SUBMITTAL, REVIEW, AND APPROVAL PROCESS BY THE PLANNING DEPARTMENT. 16.CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING ANY DIGGING. 17.ALL ROOF DRAINS SHALL BE DIRECTED TO STORM DRAIN SYSTEM. PHASE 1 CONSTRUCTION SEQUENCE NOTES - ON-SITE WORK 1.OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBANCE ACTIVITY. 2.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE EROSION CONTROL INSPECTOR, ENGINEER, AND CONTRACTOR SHALL BE IN ATTENDANCE. 3.ESTABLISH LIMITS OF DISTURBANCE AS SHOWN. 4.INSTALL TEMPORARY CONSTRUCTION ENTRANCES AS SHOWN. CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL ENTRANCE UNTIL FINAL SUB-GRADE IS ESTABLISHED. IF DIRT/MUD GETS ON THE STREET, THEN A WASH RACK WILL NEED TO BE INSTALLED. 5.INSTALL TREE PROTECTION FENCING AND SILT FENCING AS NOTED ON PLANS BEFORE COMMENCING ANY LAND DISTURBANCE ACTIVITY. ADDITIONAL TREE PROTECTION FENCING AND SILT FENCE MAY BE REQUIRED. SILT FENCE WILL BE INSTALLED INSIDE OF THE LIMITS OF DISTURBANCE LINE. INSTALL SILT FENCE OUTLETS AT LOW POINTS ALONG THE SILT FENCE. 6.COMMENCE CLEARING, GRUBBING AND STRIPPING WITHIN THE LIMITS OF CONSTRUCTION. 7.COMMENCE ROUGH GRADING, INSTALLATION OF STORMWATER COLLECTION SYSTEM AND UNDERGROUND UTILITIES. 8.PROVIDE TEMPORARY STABILIZATION AND SEEDING AS NECESSARY TO PREVENT EROSION ONCE FINAL GRADES ARE ESTABLISHED. REFER TO DETAIL SHEETS FOR GROUND STABILIZATION CRITERIA AND SEEDING SCHEDULE. PHASE 2 CONSTRUCTION SEQUENCE NOTES - ON-SITE WORK 1.BEGIN PHASE 2 SEDIMENT AND EROSION CONTROL UPON COMPLETION OF CLEARING, GRUBBING AND STRIPPING OPERATIONS, AS WELL AS ROUGH GRADING OF THE SITE AND INSTALLATION OF THE STORM WATER COLLECTION SYSTEM. 2.INSTALL INLET PROTECTION ON ALL NEW INLETS AS STORM WATER COLLECTION SYSTEM IS CONSTRUCTED. 3.MAINTAIN EROSION CONTROL MEASURES FROM PHASE 1 INTO PHASE 2 AS INDICATED. THIS INCLUDES SILT FENCING. 4.INSTALL PERMANENT OUTLET PROTECTION AT OUTFALL FROM OUTLET CONTROL STRUCTURE (OCS). 5.REMOVE EROSION CONTROL MEASURES FROM PHASE 1 INTO PHASE 2 AS INDICATED. STABILIZE THESE AREAS ACCORDING TO THE STABILIZATION MEASURES REQUIRED HEREIN. 6.MAINTAIN INLET PROTECTION TO MINIMIZE SEDIMENT IN STORM WATER COLLECTION SYSTEM. TRANSITION HARDWARE CLOTH AND GRAVEL INLET PROTECTION TO GUTTERBUDDY INLET PROTECTION ONCE ASPHALT IS INSTALLED. SEE INLET PROTECTION DETAILS FOR MORE INFORMATION. 7.COMPLETE CONSTRUCTION OF THE PROPOSED IMPROVEMENTS. 8.REMOVE SEDIMENT FROM INLET SUMPS, SCM, AND STORM WATER COLLECTION SYSTEM. 9.UPON COMPLETION OF CONSTRUCTION, ESTABLISH PERMANENT GROUND COVER AND OVERALL SITE STABILIZATION. 10.REMOVE ALL SEDIMENT AND EROSION CONTROL MEASURES. GENERAL EROSION CONTROL NOTES 1.WHERE SILT FENCE IS REQUIRED IN THE SAME PLACE AS TREE PROTECTION FENCING, ORANGE SILT FENCE AND SIGNAGE FOR TREE PROTECTION MAY BE USED INSTEAD OF DUPLICATE FENCING. SIGNAGE MUST MEET NEW HANOVER COUNTY REQUIREMENTS FOR TREE PROTECTION DURING CONSTRUCTION. 2.SILT FENCE TO BE PLACED AT OR INSIDE LIMITS OF DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET FOR GRAPHIC CLARITY. 3.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 4.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE. 5.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 6.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NEW HANOVER COUNTY. 7.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. 8.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER, AND OWNER. 9.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED. 10.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. 11.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE PRIOR TO ANY RAIN EVENT. EROSION CONTROL MAINTENANCE NOTES 1.GENERAL EROSION CONTROL - ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED, AS NECESSARY, EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY 1 INCH OR GREATER RAINFALL.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. RIPRAP OUTLET PROTECTION PLACED AT PIPE OUTLETS IS A PERMANENT MEASURE AND DOES NOT GET REMOVED. 2.LAND GRADING - PERIODICALLY, CHECK ALL GRADED AREAS AND THE SUPPORTING EROSION AND SEDIMENTATION CONTROL PRACTICES, ESPECIALLY AFTER HEAVY RAINFALLS. PROMPTLY REMOVE ALL SEDIMENT FROM DIVERSIONS AND OTHER WATER-DISPOSAL PRACTICES. IF WASHOUTS OR BREAKS OCCUR, REPAIR THEM IMMEDIATELY. PROMPT MAINTENANCE OF SMALL ERODED AREAS BEFORE THEY BECOME SIGNIFICANT GULLIES IS AN ESSENTIAL PART OF AN EFFECTIVE EROSION AND SEDIMENTATION CONTROL PLAN. 3.SILT FENCE - SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 4.SILT FENCE OUTLET - INSPECT OUTLET AT LEAST ONCE A WEEK AND AFTER EACH 1 INCH OR GREATER RAINFALL EVENT. COMPLETE ANY REQUIRED REPAIRS IMMEDIATELY. FRESHEN STONE WHEN SEDIMENT ACCUMULATION EXCEEDS 6 INCHES. KEEP MESH FREE OF DEBRIS TO PROVIDE ADEQUATE FLOW. REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. 5.SEEDING - ALL DISTURBED AREAS SHALL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 6.SODDING - AFTER THE FIRST WEEK, WATER AS NECESSARY TO MAINTAIN ADEQUATE MOISTURE IN THE ROOT ZONE AND PREVENT DORMANCY OF THE SOD. DO NOT REMOVE MORE THAN ONE THIRD OF THE SHOOT IN ANY MOWING. GRASS HEIGHT SHOULD BE MAINTAINED BETWEEN 2 AND 3 INCHES UNLESS OTHERWISE SPECIFIED. AFTER THE FIRST GROWING SEASON, ESTABLISHED SOD REQUIRED FERTILIZATION, AND MAY ALSO REQUIRE LIME. FOLLOW SOIL TEST RECOMMENDATIONS WHEN POSSIBLE, OR USE THE RATES IN TABLE 6.12B. 7.MULCHING - INSPECT ALL MULCHES PERIODICALLY, AND AFTER RAINSTORMS TO CHECK FOR RILL EROSION, DISLOCATION OR FAILURE. WHERE EROSION IS OBSERVED, APPLY ADDITIONAL MULCH. IF WASHOUT OCCURS, REPAIR THE SLOPE GRADE, RESEED AND REINSTALL MULCH. CONTINUE INSPECTIONS UNTIL VEGETATION IS FIRMLY ESTABLISHED. 8.CONSTRUCTION ENTRANCES - STONE CONSTRUCTION ENTRANCES TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS REQUIRED. 9.CHECK DAMS - INSPECT CHECK DAMS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE CHECK DAM. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIP-RAP LINER IN THAT PORTION OF THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAM AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 10.INLET PROTECTION - INSPECT GRAVEL INLET PROTECTIONS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1" OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. INLET PROTECTION SHOULD BE CLEANED OUT WHEN IT IS HALF FULL. INSPECT DANDY SACKS/WATTLES WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1 INCH OR GREATER). REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. DANDY SACKS/WATTLES INLET PROTECTIONS MUST BE REPLACED IF CLOGGED OR TORN. DANDY SACKS/WATTLES INLET PROTECTIONS NEED TO BE REINSTALLED IF UNDERMINED OR DISLODGED. DANDY SACKS/WATTLES INLET PROTECTIONS SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED. STORMWATER MANAGEMENT NOTES: 1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY MCKIM AND CREED, THE CURRENT REQUIREMENTS OF NEW HANOVER COUNTY, THE APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. 4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL CENTER PRIOR TO BREAKING GROUND. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 5.CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER MANHOLES AND INLETS. 6.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT. 7.ALL STORM PIPE SHALL BE AS NOTED. ALL JOINTS SHALL BE WATERTIGHT. 8.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. 9.ALL CATCH BASINS SHALL BE NCDOT STD 840.02, 840.03 10.ALL DROP INLETS SHALL BE NCDOT STD 840.14, 840.16 11.ALL ON-SITE STORM DRAINAGE PIPING SHALL BE DUAL WALL HDPE (ADS N-12 OR ENGINEER-APPROVED EQUAL) PIPE, UNLESS OTHERWISE NOTED. ALL STORM PIPING WITHIN THE NCDOT ROW SHALL BE RCP. JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C1.2 N/A N/A CTM CTM CTM JPH GENERAL NOTES GENERAL NOTES1 GRADING NOTES: 1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY MCKIM AND CREED, THE CURRENT REQUIREMENTS OF NEW HANOVER COUNTY, THE APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. IF DISCREPANCIES BETWEEN FIELD CONDITIONS AND DESIGN PLANS ARE DISCOVERED, CONTRACTOR SHALL NOTIFY OWNER AND ENGINEER IMMEDIATELY. 4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL CONTACT NORTH CAROLINA ONE CALL CENTER PRIOR TO BREAKING GROUND. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 5.ALL EXISTING TREES, VEGETATION, PAVEMENTS, CONCRETE FOUNDATIONS, STRUCTURES AND ORGANIC TOPSOIL SHALL BE STRIPPED AND REMOVED FROM NEW CONSTRUCTION AREAS UNLESS NOTED OTHERWISE. 6.ALL SLOPES 3:1 OR GREATER SHALL BE PERMANENTLY STABILIZED WITH VEGETATION. 7.AN AS-BUILT DRAWING OF NEW UTILITY SERVICES MUST BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER UPON COMPLETION OF THE PROJECT. 8.ALL AREAS NOT PAVED SHALL BE TOPSOILED, SEEDED, MULCHED OR LANDSCAPED UNLESS OTHERWISE NOTED IN THE CONSTRUCTION DRAWINGS, SITE SPECIFICATIONS OR INSTRUCTED BY THE OWNER. 9.ALL ELEVATIONS SHOWN ARE REFERENCED TO BENCHMARKS ON THE PROJECT SURVEY AND SHALL BE FIELD VERIFIED BY THE CONTRACTOR AT GROUNDBREAKING. 10.ALL SPOT ELEVATIONS ARE REFERENCED TO THE FINISHED GROUND SURFACE UNLESS NOTED OTHERWISE. 11.CONTRACTOR SHALL REFERENCE DETAILED BUILDING PLANS FOR EXACT BUILDING DIMENSIONS, ELEVATIONS, AND UTILITY CONNECTION POINTS. 12.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. 13.CONTRACTOR SHALL ADHERE TO ALL TERMS AND CONDITIONS AS OUTLINED IN THE GENERAL NPDES PERMIT FOR STORMWATER DISCHARGE ASSOCIATED WITH CONSTRUCTION ACTIVITIES. 14.IF AN OFFSITE SOIL SPOIL OR BORROW SITE IS UTILIZED, THEN THE DISTURBED AREA FOR THE SPOIL/BORROW SITE MUST BE INCLUDED IN THE LAND-DISTURBANCE PLAN AND PERMIT UNLESS THE SPOIL/BORROW SITE ALREADY HAS A LAND-DISTURBANCE PERMIT. 15.CONTRACTOR TO PROVIDE SHOP DRAWINGS ON ALL STORM SEWER MANHOLES AND INLETS. 16.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION 17.CONTRACTOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTION INDICATED ON PLANS. 18.INITIATE CONSTRUCTION SEQUENCE BEFORE BEGINNING CLEARING AND GRADING ON-SITE OPERATIONS. 19.STRIP TOPSOIL TO FULL DEPTH IN AREAS TO BE GRADED. 20.AREAS TO BE GRADED SHALL BE CLEARED OF ALL EXISTING VEGETATION. CONTRACTOR TO PROTECT VEGETATION LOCATED BEYOND GRADING LIMITS. 21.ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.) 22.ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES. SEE SECTION FOR PLACEMENT AND COMPACTION INFORMATION. FIRE PROTECTION NOTES 1.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC. 2.COMBUSTIBLE MATERIALS MAY NOT BE STORED OR ERECTED ONSITE WITHOUT COUNTY FIRE INSPECTOR APPROVAL. 3.CONTRACTOR SHALL MAINTAIN AN ALL-WEATHER ACCESS TO ALL PORTIONS OF THE JOBSITE WHERE COMBUSTIBLES ARE PRESENT AT ALL TIMES DURING CONSTRUCTION. 4.BAG HYDRANTS THAT ARE NOT IN SERVICE. 5.NEW HYDRANTS MUST BE BROUGHT INTO SERVICE PRIOR TO COMBUSTIBLE MATERIALS DELIVERED TO THE JOB SITE. UTILITY NOTES: 1.ALL SITE WORK SHALL BE DONE IN ACCORDANCE WITH THE PLANS PREPARED BY MCKIM AND CREED, THE CURRENT REQUIREMENTS OF THE NEW HANOVER COUNTY, THE APPLICABLE SECTIONS OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADWAY CONSTRUCTION, AND ALL OTHER PERTINENT FEDERAL AND STATE LAWS. 2.THE CONTRACTOR SHALL COMPLY AT ALL TIMES WITH APPLICABLE FEDERAL, STATE AND LOCAL LAWS, PROVISIONS, AND POLICIES GOVERNING SAFETY AND HEALTH, INCLUDING THE FEDERAL CONSTRUCTION SAFETY ACT (PUBLIC LAW 91-54), FEDERAL REGISTER, CHAPTER XVII, PART 1926 OF TITLE 29 REGULATIONS, OCCUPATIONAL SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION, AND SUBSEQUENT PUBLICATIONS UPDATING THESE REGULATIONS. 3.THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXAMINING THE AREAS AND CONDITIONS UNDER WHICH THE PROJECT IS TO BE CONSTRUCTED PRIOR TO THE SUBMISSION OF A BID. SUBMISSION OF A BID SHALL BE CONSTRUED TO MEAN THE CONTRACTOR HAS REVIEWED THE SITE AND IS FAMILIAR WITH CONDITIONS AND CONSTRAINTS OF THE SITE. 4.BEFORE EXCAVATION, ALL UNDERGROUND UTILITIES SHALL BE LOCATED IN THE FIELD BY THE PROPER AUTHORITIES. THE CONTRACTOR SHALL CONTACT THE ONE CALL CENTER. THE LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES ARE APPROXIMATE AND MAY NOT ALL BE SHOWN. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO DETERMINE THE EXISTENCE AND EXACT LOCATION OF ALL UTILITIES AND UNDERGROUND STRUCTURES. 5.IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BID AND PERFORM ALL UTILITY WORK IN COMPLIANCE TO ALL APPLICABLE LOCAL AND STATE CODES AND REGULATIONS. 6.THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FEES ASSOCIATED WITH THE INSTALLATION, INSPECTING, TESTING AND FINAL ACCEPTANCE OF ALL PROPOSED UTILITIES CONSTRUCTION. 7.CONTRACTOR SHALL COORDINATE WITH THE APPROPRIATE UTILITY COMPANY ON THE ADDITION, REMOVAL AND/OR RELOCATION OF UTILITIES AND UTILITY POLES AND THE EXTENSION OF ALL PROPOSED UTILITIES. 8.ALL UTILITIES SHALL BE INSTALLED IN ACCORDANCE WITH THE SPECIFICATIONS OF THE RESPECTIVE UTILITY COMPANY. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO ENSURE ALL UTILITIES ARE INSTALLED CORRECTLY TO MEET PROJECT REQUIREMENTS WHETHER PERFORMED BY THE CONTRACTOR OR NOT. 9.AN AS-BUILT DRAWING OF NEW WATER, SEWER AND STORMWATER SERVICES SHALL BE PREPARED BY THE CONTRACTOR AND SUBMITTED TO THE OWNER BEFORE COMPLETION OF THE PROJECT FOR APPROVAL. 10.ALL SANITARY SEWER SERVICES SHALL BE PVC SCH 40 UNLESS OTHERWISE NOTED. 11.CONTRACTOR SHALL REFER TO OTHER PLANS WITHIN THIS CONSTRUCTION SET FOR OTHER PERTINENT INFORMATION. 12.SCHEDULE A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND SEWER LINES. 13.THIS PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND NCDEQ HAS ISSUED THE "FINAL APPROVAL". 14.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO CFPUA AND APPROVED BY USC FCCCHR OR ASSE. 15.IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 16.PVC WATER MAINS AND POLYETHYLENE SERVICES ARE TO BE MARKED WITH NO. 10 SINGLE STRAND INSULATED COPPER WIRE INSTALLED THE ENTIRE LENGTH AND STRAPPED TO THE PIPES WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES. THIS WIRE IS TO BE ACCESSIBLE AT ALL FIRE HYDRANTS AND WATER METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES. 17.SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER SERVICE TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS. 18.UNDERGROUND UTILITIES: ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE SUCH PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER. LANDSCAPE NOTES: 1.ALL EXISTING VEGETATION THAT IS USED TO MEET LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY CONTRACTOR UNTIL CONTRACTOR TURNS OVER SITE TO OWNER. ANY PLANTED MATERIAL WHICH BECOMES DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE CONTRACTOR WITHIN 60 DAYS OF THE OCCURRENCE OF SUCH CONDITION. IF, IN THE OPINION OF THE ZONING ADMINISTRATOR THERE ARE SEASONAL CONDITIONS WHICH WILL NOT PERMIT THE TIMELY REPLACEMENT OF THE VEGETATION (E.G. TOO HOT OR TOO COOL FOR SUCCESSFUL REPLANTING) THIS REQUIREMENT MAY BE ADMINISTRATIVELY WAIVED UNTIL A TIME CERTAIN WHEN THE REPLANTING WOULD BE SUCCESSFUL. VERIFY WITH NEW HANOVER COUNTY. 2.VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLANS AND IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION. 3.ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS, CONFORM TO REQUIREMENTS OF THE PLANT LIST AND TO THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARD OF NURSERY STOCK" AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS. 4.LANDSCAPE MATERIAL PLACED IN PREPARED HOLES SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKING DAY. 5.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 6.LANDSCAPE ARCHITECT SHALL APPROVE ANY ON-SITE PLANT STORAGE AREA FOR ACCESSIBILITY, SHADE CONDITIONS, HEALING-IN MULCH MATERIAL AND TEMPORARY WATERING METHODS. 7.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 BACK FILLING. 8.ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED WITH SMOOTH, CONTINUOUS CURVES. 9.ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND WIDTHS AS ILLUSTRATED IN PLANTING DETAILS. 10.TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING AND STAKES AFTER THE FIRST FULL GROWING SEASON OR ONE YEAR, WHICH EVER COMES FIRST. 11.CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO PLANTING. 12.ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO GENERAL CONTRACTOR PRIOR TO BACKFILLING. 13.ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND SHALL BE MULCHED AS SPECIFIED. 14.ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE CURRENT MUNICIPAL AUTHORITIES STANDARD SPECIFICATIONS AND DETAILS. 15.ALL LANDSCAPE AREAS THAT ARE NOT PLANTED, MULCHED OR PAVED SHALL BE SEEDED OR SODDED. 16.FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO REMOVAL OF DEAD & DAMAGED WOOD. 17.TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO CLEARING, GRADING AND CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY RELATED PERMITS. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 18.MULCH LINE SHALL CONSIST OF SMOOTH CONTINUOUS CURVES. 19.ALL TREES NOT WITHIN A PLANT BED SHALL BE TREATED WITH A 6' DIAMETER MULCH RING TYPICAL, UNLESS OTHERWISE INDICATED ON THE PLANTING PLANS. 20.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS OR AS OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. 21.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR APPROVAL BY LANDSCAPE ARCHITECT. 22.ESTABLISH PLANT BED CONFIGURATION. LANDSCAPE ARCHITECT TO APPROVE BED LAYOUT IN FIELD. 23.AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE RE-ESTABLISHED TO PRE-DISTURBANCE CONDITION AT NO ADDITIONAL COST TO THE OWNER. 24.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS. 25.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TO INSTALLATION. 26.LANDSCAPE ARCHITECT OR OWNER SHALL APPROVE PLACEMENT OF TREES PRIOR TO PLANTING. 27.TREES SHALL BE MAINTAINED TO PROVIDED 14'-0” CLEAR HEIGHT FOR THE PORTION OF THE TREE CANOPY THAT EXTENDS OVER THE VEHICULAR NETWORK. 28.STREET TREES SHALL BE LOCATED A MINIMUM OF 15 FEET FROM STREETLIGHTS. 29.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC. 30.DEEPROOT ROOT BARRIER OR APPROVED EQUAL SHALL BE INSTALLED AT ALL STREET TREE LOCATIONS AND WHERE A TREE IS WITHIN 10' OF A UTILITY OR HARDSCAPE. THE ROOT BARRIER SHALL BE INSTALLED ACCORDING TO MANUFACTURER RECOMMENDATION. 31.ALL MULCH TO BE PINE STRAW AND APPLIED 3" THICK AT A RATE OF 1 BALE (2.5 CF) PER 50 SF TO THE ENTIRE LIMITS OF ALL PLANTING AREAS. 32.BACKFILL AGAINST THE TREE TRUCK OR BUTTRESS FLAIR IS PROHIBITED. 33.TREE PROTECTION FENCING SHALL BE MAINTAINED AT THE CRITICAL ROOT ZONE (CRZ) LIMITS PRIOR TO LAND DISTURBANCE ACTIVITY WITHIN THE CRZ. ONCE GRADING ACTIVITY IS TO COMMENCE WITHIN THE TREE CRZ, THE TREE PROTECTION FENCE SHALL BE TEMPORARILY SET TO THE PROPOSED DISTURBANCE LIMITS. ONCE THE GRADING ACTIVITY WITHIN THE EXISTING TREES CRZ IS COMPLETED, THE TREE PROTECTION FENCE SHALL BE SET BACK TO THE CRZ LIMITS, OR AT THE EDGE OF PAVEMENT IN THE EVENT PAVEMENT IS PROPOSED WITHIN THE CRZ. TREES WITH NO PROPOSED DISTURBANCE WITHIN THE CRZ SHALL HAVE THE TREE PROTECTION FENCE SET AT THE CRZ LIMITS FOR THE ENTIRETY OF CONSTRUCTION. 34.USE OF HEAVY CONSTRUCTION EQUIPMENT WITHIN THE CRZ SHALL BE PROHIBITED WHERE IF NO DISTURBANCES ARE PROPOSED WITHIN, OR MINIMIZED WHERE DISTURBANCES ARE PROPOSED WITHIN THE CRZ. USE OF EARTH MOVING EQUIP THAT CAN BE SET OUTSIDE THE CRZ SHALL BE LEVERAGED WHERE FEASIBLE TO MINIMIZE CRUSHING OR DAMAGING ROOTS. CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES: 1.ALL PROPOSED ADDITIONS TO THE CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA) WATER DISTRIBUTION AND SANITARY SEWER COLLECTION SYSTEMS, AS SHOWN AND SPECIFIED HEREIN, SHALL BE DESIGNED AND CONSTRUCTED TO CONFORM TO STATE RULES AND THE CFPUA’S MINIMUM TECHNICAL STANDARDS. THE CFPUA MINIMUM TECHNICAL STANDARDS ARE CONTAINED IN THE CURRENT DESIGN GUIDANCE MANUAL, MATERIAL SPECIFICATION MANUAL, TECHNICAL SPECIFICATIONS FOR CONSTRUCTION, AND STANDARD DRAWING DETAILS. 2.SEWER MANHOLE INSERTS REQUIRED AT ALL MANHOLES. STAINLESS STEEL MANHOLE INSERTS REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS. 3.WATER AND SEWER SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE 18” INSIDE RIGHT-OF-WAY LINE. SEWER SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR, OR MUST ORIGINATE IN END OF LINE MANHOLE AND TERMINATE 18” INSIDE RIGHT-OF-WAY LINE. 4.ALL SEWER SERVICES CONNECTING INTO DUCTILE IRON MAINS SHALL ALSO BE CONSTRUCTED OF DIP. 5.MINIMUM 10’ UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS SHOWN FOR NEW DEVELOPMENTS. 6.NO FLEXIBLE COUPLINGS SHALL BE USED. 7.ALL STAINLESS STEEL FASTENERS SHALL BE TYPE 316. 8.CLEANOUTS SHALL BE LOCATED A MINIMUM OF 6 FEET FROM ALL PROPERTY CORNERS. 9.WATER METER BOXES ARE TO BE A MINIMUM OF 5 FEET FROM THE PROPERTY CORNER. 10.EXISTING WATER AND SEWER SERVICES MUST BE ABANDONED PER CFPUA REQUIREMENTS. SEE PLANS FOR ADDITIONAL INFORMATION. 11.A MINIMUM OF 10’ OF MAIN LINE, 5’ UPSTREAM AND 5’ DOWNSTREAM SHALL BE REPLACED FOR NEW SEWER SERVICE CONNECTIONS TO EXISTING CLAY GRAVITY SEWER MAINS. 12.A MINIMUM OF 20’ OF MAIN LINE, 10’ UPSTREAM AND 10’ DOWNSTREAM SHALL BE REPLACED FOR NEW CUT IN MANHOLES ON EXISTING CLAY GRAVITY SEWER MAINS 13.PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGE OF MANHOLE CORE HOLES AND MANHOLE BARREL JOINTS. PROVIDE A MINIMUM DISTANCE OF SIX (6) INCHES BETWEEN EDGES OF CORE HOLES. CORING THE MANHOLE CONE IS NOT PERMITTED 14.WATER MAIN AND FORCE MAIN PIPE INSTALLED BY OPEN CUT SHALL BE BURIED AT A MINIMUM OF THREE (3) FEET AND A MAXIMUM OF FIVE (5) FEET BELOW FINISHED GRADE. DEPTHS GREATER THAN FIVE (5) FEET MUST BE APPROVED BY CFPUA. 15.ALL MANHOLE MAIN LINE AND SERVICE PIPING TO BE INSTALLED AT A MINIMUM OF CROWN TO CROWN OF THE LARGEST DIAMETER PIPE. JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 REMOVE DEBRIS PILES TREE CLEARING LIMITS REMOVE ASPHALT DRIVE REMOVE FENCING FOR ACCESS PROTECT EXISTING UTILITIES DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C2.1 N/A N/A CTM CTM CTM JPH DEMOLITION PLAN DEMOLITION PLAN2 NOTES & LEGEND1 080'80'160' SCALE: 1"=80' (Horiz.) LEGEND TREE CLERAING LIMITS 7.01 AC JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 FUTURE SUBDIVISION LINE STORMWATER CONTROL MEASURE DRY DETENTION POND EXISTING 84 LUMBER SITE CROSS CONNECTION DRIVEWAY CONCRETE DOCK ASPHALT PAVEMENT SEE DETAIL 5/C11.0 EX R/W EX FENCE R50' X PROPOSED STORAGE BUILDING 50,000 SQ FT FFE = 34.0 PROPOSED EPW SAW SHED 5,250 SQ FT FFE = 30.5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX SETBACK LINE (TYP) ADA CURB TRANSITION SEE DETAIL 2/C11.0 22 . 0 0 ' 12 0 . 0 0 ' 80.00' 10.00' 5. 0 0 ' 59.42' 14 5 . 9 4 ' 63 . 6 7 ' 11 0 . 7 3 ' 69.67' 24 5 . 0 4 ' 41 . 3 3 ' 37.91' 405.18' 50. 0 0 ' PROPOSED FENCE TO MATCH EXISTING ADJACENT FENCE. CHAIN LINK 3 STRAND BARBED WIRE SINGLE PROJECTION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BY CIVIL. 12 . 0 0 ' 45.00' 20 . 0 0 ' 25. 0 0 ' STREET YARD BUFFER SEE LANDSCAPE PLANS C11.0 20 0 . 0 0 ' 250.00' ADA PARKING AND SIGN SEE DETAIL 1/C11.0 WHEEL STOPS (TYP.) SEE DETAIL 5/C11.0 2' CONCRETE CURB AND GUTTER (TYP.) BOLLARD (TYP.) SEE DETAIL 4/C11.0 CONCRETE SIDEWALK SEE DETAIL 3/C11.0 (TYP.) PROPOSED FENCE TO MATCH EXISTING ADJACENT FENCE. CHAIN LINK 3 STRAND BARBED WIRE SINGLE PROJECTION. CONTRACTOR TO SUBMIT SHOP DRAWINGS FOR APPROVAL BY ENGINEER. 28.00' 60 . 0 0 ' 14.00' 10 . 0 0 ' 20 . 0 0 ' 10'x70' NCDOT SIGHT TRIANGLE (TYP.) 15' CONCRETE APRON R35' 30' CHAIN LINK DOUBLE SWING GATE DUMPSTER PAD 50 . 0 0 ' 30.00' EXISTING 30' EASEMENT DEED BOOK 5330, PAGE 1768 ADA RAMP W/ HANDRAIL 30.00' STREET YARD BUFFER SEE LANDSCAPE PLANS C11.0 9.00' 5.00' R11'R10.5 ' 18 . 0 0 ' R5' 9.00' R5'R5' LIGHT POLE (TYP.) SITE PLAN2 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C3.0 N/A N/A CTM CTM CTM JPH SITE PLAN SITE DATA AND PLAN NOTES1 GENERAL INFORMATION DATA CLASS VALUE PARCEL ADDRESS 1700 HALL DRIVE, WILMINGTON NC, 28405 TAX PARCEL IDENTIFICATION NUMBER R04200-001-025-000 (B0800E247) OWNER 84 PROPERTIES, LLC CURRENT ZONING AC - AIRPORT COMMERCE EXISTING USE WOODED PROPOSED USE LUMBER STORAGE TOTAL PROJECT AREA ±9.37 ACRES (±1,340.25 AC TOTAL) DISTURBED ACREAGE 7.15 AC (311,275 SF) SPECIAL FLOOD HAZARD AREAS ZONE X CAMA LAND USE CLASSIFICATION TRANSITION AREAS OF ENVIRONMENTAL CONCERN N/A FUTURE LAND USE MAP COMMERCE ZONE BUILDING INFORMATION DATA CLASS VALUE TOTAL BUILDING FOOTPRINT AREA 55,250 SF TOTAL BUILDING GROSS FLOOR AREA 55,250 SF TOTAL BUILDINGS 2 NC BUILDING CODE CONSTRUCTION TYPE 2B CONSTRUCTION BUILDING LOT COVERAGE 13.5% DATA CLASS REQUIRED PROPOSED BUILDING SETBACKS FRONT 50'110.73' SIDE (STREET)50'91.25'' SIDE(INTERIOR)N/A N/A REAR N/A N/A BUILDING HEIGHT MAX: 35'30' 10" SITE INFORMATION DATA CLASS EXISTING (TO REMAIN)PROPOSED TOTAL IMPERVIOUS SURFACE AREA 0 SF 214,045 SF ROOF TOPS 0 SF 55,250 SF PAVEMENT 0 SF 146,202 SF SIDEWALKS / PLAZA 0 SF 743 SF CONCRETE 0 SF 11,850 SF IMPERVIOUS AREA COVERAGE -99.4% DATA CLASS REQUIRED PROPOSED TOTAL PARKING SPACES *17 050'50'100' SCALE: 1"=50' (Horiz.) JPH / JAD CTM / MRA CTM / MRA CTM SCALE: NTSVICINITY MAP4 M.L.K. PKWY (SR-74) PROJECT SITE * IN T E R S T A T E 4 0 N. KERR AVE. * SEE ALTERNATIVE PARKING STUDY DATED 9-26-2024 GENERAL NOTES 1.REFER TO ELECTRICAL PLANS (TRENCHING) AND STRUCTURAL PLANS (LIGHT POLE BASE) 2.A TREE REMOVAL PERMIT IS NOT REQUIRED ON AIRPORT PROPERTY. RETAIN PERIMETER TREES ALONG THE ROAD AND ANY LARGER SPECIMEN TREES AS PRACTICABLE. SEE DEMOLITION PLAN FOR TREE CLEARING AND LANDSCAPE PLAN FOR PROPOSED PLANTINGS. 01.02.2025 SILT FENCE (TYP.) LIMITS OF DISTURBANCE (TYP.) TEMPORARY CONSTRUCTION ENTRANCE 27 26 27 28 29 25 26 27 28 29 2 7 2 6 25 2 4 28 29 29 28 29 27 28 28 2 9 2 9 29 29 29 30 29 28 29 28 29 SILT FENCE OUTLET (TYP.) 28 27 2 6 25 25 25 26 27 2 8 LOCAL LOW POINT LOCAL LOW POINT LOCAL LOW POINT SILT FENCE 1 DA = 7,176 SQFT AC = 0.16 LENGTH = 261 FT SILT FENCE 2 DA = 13,338 SQFT AC = 0.31 LENGTH = 228 FT SILT FENCE 3 DA = 4,126 SQFT AC = 0.09 LENGTH = 191 FT SILT FENCE 4 DA = 895 SQFT AC = 0.02 LENGTH = 81 FT SILT FENCE 5 (DOUBLE) DA = 2,299 SQFT AC = 0.05 LENGTH = 72 FT (144 TOTAL) LOCAL LOW POINT LOCAL LOW POINT LOCAL LOW POINT LOCAL LOW POINT DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C4.0 N/A N/A CTM CTM CTM JPH EROSION CONTROL PLAN - OVERALL - STAGE 1 C4.0 - EROSION CONTROL PLAN - OVERALL - STAGE 12 NOTES & LEGEND1 LIMITS OF DISTURBANCE AREA:7.15 ACRES LAT:34°06'22.90"N LONG:77°53'56.30"W GENERAL NOTES: 1.SEE PHASE 1 CONSTRUCTION SEQUENCE NOTES, GENERAL EROSION CONTROL NOTES AND EROSION CONTROL MAINTENANCE NOTES ON SHEET C1.1. SEE EROSION CONTROL DETAILS ON SHEETS C12.0 AND C12.1. 2.SEE SHEET C13.1 FOR PERMANENT RIPRAP OUTLET PROTECTION DETAIL. 3.THERE ARE NO WETLANDS OR SURFACE WATERS WITHIN THE PROPOSED LIMITS OF DISTURBANCE. 4.THE PROJECT SITE IS WITHIN THE CAPE FEAR RIVER BASIN AND DRAINS TO SMITH CREEK (C; SW). THE SITE DOES NOT DRAIN TO SA; ORW DESIGNATED WATER AND IS NOT WITHIN 12 - MILE OF SA CLASSIFIED WATERS; NOR IS IT WITHIN 1-MILE AND DRAINING TO HQW DESIGNATED WATERS 0 SCALE: 1"=60' (Horiz.) 120'60'60' EROSION CONTROL LEGEND SILT FENCE LIMITS OF DISTURBANCE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR39 40 SILT FENCE OUTLET DRAINAGE AREAS LEGEND SILT FENCE TEMPORARY GRAVEL CONSTRUCTION ENTRANCE JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 X PR O P O S E D ST O R A G E B U I L D I N G 50,0 0 0 S Q F T FFE = 3 4 . 0 PR O P O S E D EP W S A W S H E D 5,2 5 0 S Q F T FF E = 3 0 . 5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X S S S S S SS SS SS SS S S S S S S S S SS SS SD SD 10+ 0 0 11+00 11+83 . 8 9 2 6 27 2 7 26 25 26 27 28 29 29 29 27 28 29 28 29 28 29 28 26 27 25 28 29 25 2 6 2 7 2 8 SILT FENCE (TYP.) LIMITS OF DISTURBANCE (TYP.) TEMPORARY CONSTRUCTION ENTRANCE INLET PROTECTION (TYP.)6' x 8' RIPRAP OUTLET PROTECTION C5.0 - EROSION CONTROL PLAN - OVERALL - STAGE 22 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW 250 ' 200 ' NOTES & LEGEND1 LIMITS OF DISTURBANCE AREA:7.15 ACRES LAT:34°06'22.90"N LONG:77°53'56.30"W CHECK DAM / WATTLE GENERAL NOTES: 1.SEE PHASE 1 CONSTRUCTION SEQUENCE NOTES, GENERAL EROSION CONTROL NOTES AND EROSION CONTROL MAINTENANCE NOTES ON SHEET C1.1. SEE EROSION CONTROL DETAILS ON SHEETS C12.0 AND C12.1. 2.SEE SHEET C13.1 FOR PERMANENT RIPRAP OUTLET PROTECTION DETAIL. 0 SCALE: 1"=60' (Horiz.) 120'60'60' C5.0 N/A N/A CTM CTM CTM JPH EROSION CONTROL PLAN - OVERALL - STAGE 2 EROSION CONTROL LEGEND SILT FENCE OUTLET DANDY SACK INLET PROTECTION, DETAIL 5/C12.1 PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 40 39 SILT FENCE LIMITS OF DISTURBANCE EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR39 40 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE HATCHING LEGEND RIP RAP RIPRAP OUTLET PROTECTION PAD JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX S S S S SS SS SS SS SS SS SS SS SS SS SS SS SD SD DRY POND TOP OF POND = 30.40' 100-YR = 28.88' 25-YR = 28.14' 10-YR = 27.76' 2-YR = 27.15' TEMPORARY POOL = 26.50' BOTTOM OF POND = 25.50' TOP OF PRETREATMENT = 25.00' BOTTOM OF PRETREATMENT = 22.00' WETLAND FFE: 34.0' 25 26 26 27 2 8 29 30 31 33 2 5 2 6 27 28 29 27 26 26 27 28 29 GRADE INV = 25.95' GRADE INV = 26.20' 29 28 27 2 8 28 30 30 30 3030 30 30 3 0 29 29 30 3 0 29 27 30 3 0 30 30 3 0 30 30 3030 APPROX. DOWNSPOUT LOCATION (TYP.) 6" HDPE (TYP.) 30 . 0 0 ' 30 . 1 1 ' 30 . 1 6 ' 29 . 7 6 ' 29 . 8 3 ' 30 . 0 7 ' 6" HDPE (TYP.) 54"x54" JUNCTION BOXES WITH GRATES SEE DETAILS C13.1 / 1&5 29.69' 34.00' 29.67' 34.00' 34.00' 29.88' 29.05' 29.40' 30.00' 29.50' 29.60' 30.50' 30.01' 30.18' 30.04' 29.50' FFE: 30.5' 30.11' 30.00' 31.00' 30.00'30.83' 34.00' 34.00'31.47' 31.47' 31.52' 8.07% 30.37'30.34' 30.29' 30.13' 30.27'30.35' 30 30 3 0 GRADING & DRAINAGE PLAN3 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C7.0 N/A N/A CTM CTM CTM JPH GRADING & DRAINAGE PLAN LEGEND AND PLAN NOTES1 FFE: 20.1' SD SYMBOLS LEGEND STORM DRAINAGE MANHOLE STORM DRAINAGE DROP INLET STORM DRAINAGE FLARED END SECTION FINISH FLOOR ELEVATION PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR 40 39 21 20 LIMITS OF DISTURBANCE GENERAL NOTES: 1.SEE STORMWATER MANAGEMENT NOTES ON SHEET C1.1 AND GRADING NOTES ON SHEET C1.2. 2.STORMWATER STRUCTURES SWMH-1A & CI-1B TO BE MAINTENANCE ACCESS TO SCM-1. SEE SHEET C16.0 FOR DETAILS AND NOTES. 3.INSPECTION PORTS TO BE INSTALLED ABOVE ISOLATION ROWS. SEE PLAN VIEW FOR LOCATIONS. 4.SEE SHEET C13.1 FOR PERMANENT RIPRAP OUTLET PROTECTION SIZES AND DIMENSIONS. 5.RIM ELEVATIONS ARE FROM EDGE OF PAVEMENT. SUBTRACT 0.06' FROM PLAN RIM ELEVATIONS FOR SPILL CURBS AND ADD 0.06' FROM PLAN RIM ELEVATIONS FOR CATCH CURBS. 6.INSTALL TURF REINFORCEMENT MATTING WHERE DITCH SLOPE IS STEEPER THAN 3:1, SEE DETAIL 6/C17.0 SDSTORM DRAINAGE PIPE IP 050'50'100' SCALE: 1"=50' (Horiz.) JPH / JAD CTM / MRA CTM / MRA CTM PROPOSED GRADE EXISTING GRADE 01.02.2025 X PROPOSED STORAGE BUILDING 50,000 SQ FT FFE = 34.0 PROPOSED EPW SAW SHED 5,250 SQ FT FFE = 30.5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX S S S S SS SS SS SS SS S S SS SS SS SS SS SS SD SD CUT-IN 8"x8" TEE (2) 8" GV 3/4" DOMESTIC WATER SERVICE EXISTING FIRE HYDRANT (TYP.) 4" SEWER SERVICE SEWER CLEANOUT EL 26.88' CORE EXISTING MANHOLE @ EL 25.05' E E E E E E E E E 8'x8' TXF (APPROXIMATE LOCATION) 8" FIRE LINE 8"x1" TAPPING SLEEVE AND VALVE 58" WATER METER AND 1" BACKFLOW DEVICE DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C8.0 N/A N/A CTM CTM CTM JPH UTILITY PLAN LEGEND AND PLAN NOTES1 LEGEND GENERAL NOTES: 1.SEE FIRE PROTECTION NOTES, UTILITY NOTES, CAPE FEAR PUBLIC UTILITIES AUTHORITY TESTING PROCEDURE NOTES, AND CAPE FEAR PUBLIC UTILITIES AUTHORITY STANDARD NOTES ON SHEETS C1.2 THROUGH C1.3. 2.SEE STORM PIPE PROFILES ON SHEET 8.1 050'50'100' SCALE: 1"=50' (Horiz.) 8" WATER LINE 2" WATER LINE FIRE HYDRANT WATER VALVE SEWER LINE SEWER MANHOLE SANITARY FORCEMAIN WATER METER BACKFLOW PREVENTER UTILITY PLAN2 2W JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C8.1 N/A N/A CTM CTM CTM JPH UTILITY PLAN LIGHTING PLAN1 JPH / JAD CTM / MRA CTM / MRA CTM S S S S S S S S S S S S SD 11 + 0 0 11 + 8 3 . 8 9 X X X X X X X TWIN 18" RCPS REMOVE & REPLACE EXISTING SANITARY SEWER WITH 8" DIP @ CROSSING FOR 10' EITHER SIDE OF 24" RCP 20 25 30 35 40 20 25 30 35 40 0+00 26 2 3 26 4 1 1+00 2 6 8 2 26 7 7 2+00 2 6 3 0 2 5 8 3+00 25 8 1 25 7 3 4+00 27 3 1 2 1 4 5+00 2 8 8 4 2 8 6 8 6+00 2 8 8 4 2 8 7 0 7+00 2 8 2 8 2 8 0 2 8+00 28 5 3 28 8 1 PROPOSED GRADE EXISTING GRADE EXISTING 8" PVC SEWER UTILITY PLAN & PROFILES2 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C8.1 1"=5" 1"=50" CTM CTM CTM JPH UTILITY PLAN & PROFILES LEGEND AND PLAN NOTES1 050'50'100' SCALE: 1"=50' (Horiz.) STORM PROFILE 1 STA 0+00 TO STA 8+82.53 GENERAL NOTES: 1.SEE FIRE PROTECTION NOTES, UTILITY NOTES, CAPE FEAR PUBLIC UTILITIES AUTHORITY TESTING PROCEDURE NOTES, AND CAPE FEAR PUBLIC UTILITIES AUTHORITY STANDARD NOTES ON SHEETS C1.2 THROUGH C1.3. 2.VERTICAL LOCATION OF EXISTING WATER LINE HAS NOT BEEN DETERMINED. IF IN CONFLICT WITH THE PROPOSED STORM PIPE, RELOCATE WATER LINE IN ACCORDANCE WITH CFPUA REQUIREMENTS AND DETAIL 5/C14.1. LEGEND 8" WATER LINE 2" WATER LINE FIRE HYDRANT WATER VALVE SEWER LINE SEWER MANHOLE SANITARY FORCEMAIN WATER METER BACKFLOW PREVENTER 2W JPH / JAD CTM / MRA CTM / MRA CTM 0 SCALE: 1"=5' (Vert.) 10'5'5' 01.02.2025 S S S S SD 10+0 0 11 + 0 0 X X X X X X X X X X X X X X X 20 25 30 35 40 20 25 30 35 40 0+00 28 8 2 28 6 6 1+00 28 5 3 28 5 2 2+00 27 8 0 28 0 0 3+00 28 4 2 28 6 0 4+00 2 0 28 6 5+00 28 5 6 28 3 2 6+00 28 4 2 8 5 7 7+00 28 8 2 PROPOSED GRADE EXISTING GRADE UTILITY PLAN & PROFILES2 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C8.2 N/A N/A CTM CTM CTM JPH UTILITY PLAN & PROFILES LEGEND AND PLAN NOTES1 050'50'100' SCALE: 1"=50' (Horiz.) STORM PROFILE 2 STA 0+00 TO STA 7+30.79 GENERAL NOTES: 1.SEE FIRE PROTECTION NOTES, UTILITY NOTES, CAPE FEAR PUBLIC UTILITIES AUTHORITY TESTING PROCEDURE NOTES, AND CAPE FEAR PUBLIC UTILITIES AUTHORITY STANDARD NOTES ON SHEETS C1.2 THROUGH C1.3. LEGEND 8" WATER LINE 2" WATER LINE FIRE HYDRANT WATER VALVE SEWER LINE SEWER MANHOLE SANITARY FORCEMAIN WATER METER BACKFLOW PREVENTER 2W JPH / JAD CTM / MRA CTM / MRA CTM 0 SCALE: 1"=5' (Vert.) 10'5'5' 01.02.2025 TW I N 1 8 " R C P S RE M O V E & R E P L A C E EXI S T I N G S A N I T A R Y S E W E R WI T H 8 " D I P @ C R O S S I N G FO R 1 0 ' E I T H E R S I D E O F 2 4 " RC P 20 25 30 35 40 20 25 30 35 40 0+00 25 0 0 25 1 7 1+00 2 5 2 3 25 5 5 PROPOSED GRADE EXISTING GRADE SS SS SS 11 + 8 3 . 8 9 20 25 30 35 40 20 25 30 35 40 0+00 28 6 3 28 3 3 1+00 28 4 PROPOSED GRADE EXISTING GRADE 20 25 30 35 20 25 30 35 0+00 26 7 0 26 5 4 1+00 PROPOSED GRADE EXISTING GRADE S XXX DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C8.3 N/A N/A CTM CTM CTM JPH UTILITY PLAN & PROFILES LEGEND AND PLAN NOTES1UTILITY PLAN & PROFILES2 050'50'100' SCALE: 1"=50' (Horiz.) 050'50'100' SCALE: 1"=50' (Horiz.) 050'50'100' SCALE: 1"=50' (Horiz.) STORM PROFILE 3 STA 0+00 TO STA 1+58.83 STORM PROFILE 4 STA 0+00 TO STA 1+41.82 STORM PROFILE 5 STA 0+00 TO STA 1+16.26 GENERAL NOTES: 1.SEE FIRE PROTECTION NOTES, UTILITY NOTES, CAPE FEAR PUBLIC UTILITIES AUTHORITY TESTING PROCEDURE NOTES, AND CAPE FEAR PUBLIC UTILITIES AUTHORITY STANDARD NOTES ON SHEETS C1.2 THROUGH C1.3. LEGEND 8" WATER LINE 2" WATER LINE FIRE HYDRANT WATER VALVE SEWER LINE SEWER MANHOLE SANITARY FORCEMAIN WATER METER BACKFLOW PREVENTER 2W JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 X PROPOSED STORAGE BUILDING 50,000 SQ FT FFE = 34.0 PROPOSED EPW SAW SHED 5,250 SQ FT FFE = 30.5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX VEHICLE TRACKING2 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C9.0 N/A N/A CTM CTM CTM JPH VEHICLE TRACKING SITE DATA AND PLAN NOTES1 050'50'100' SCALE: 1"=50' (Horiz.) JPH / JAD CTM / MRA CTM / MRA CTM FIRE TRUCK GARBAGE TRUCK 01.02.2025 S S S S SS SS SS SS SS SS SS SS SS SS SS SS SD SD 10+00 11+ 0 0 11+ 8 3 . 8 9 X PROPOSED STORAGE BUILDING 50,000 SQ FT FFE = 34.0 PROPOSED EPW SAW SHED 5,250 SQ FT FFE = 30.5 X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X X XX SYMBOL BOTANICAL / COMMON NAME TREES CHIONANTHUS VIRGINICUS WHITE FRINGETREE CUPRESSUS ARIZONICA 'CAROLINA SAPPHIRE' CAROLINA SAPPHIRE CYPRESS GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` SHADEMASTER HONEY LOCUST JUNIPERUS VIRGINIANA EASTERN RED CEDAR NYSSA SYLVATICA BLACK TUPELO SHRUBS ILEX CORNUTA `DWARF BURFORD` DWARF BURFORD HOLLY ILEX GLABRA `NIGRA` NIGRA INKBERRY ILEX VOMITORIA `NANA` DWARF YAUPON ITEA VIRGINICA `HENRY`S GARNET` HENRY`S GARNET SWEETSPIRE MUHLENBERGIA CAPILLARIS `REGAL MIST` TM MUHLY GROUND COVERS LIRIOPE MUSCARI 'MAJESTIC' MAJESTIC LILYTURF PLANT LEGEND DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW LANDSCAPE PLAN2 LANDSCAPE DATA AND LEGEND1 050'50'100' SCALE: 1"=50' (Horiz.) SECONDARY STREET YARD BUFFER PROPERTY LINE EXISTING TREES TO BE PRESERVED AND UTILIZED AS PORTION OF INTERNAL LANDSCAPE TREE PLANTING REQUIREMENT, AND AS PORTION OF SECONDARY STREET YARD REQUIREMENT. EXISTING TREES TO BE PRESERVED AND UTILIZED AS PORTION OF PRIMARY STREETYARD REQUIREMENT PROPOSED PRIMARY STREET YARD PLANTINGS PROPOSED SECONDARY STREET YARD PLANTINGS FOUNDATION PLANTING AREA - 915 SF SCREENING PLANTINGS - PARKING (TYP.) INTERNAL LANDSCAPE PLANTING AREA - 8,832 SF INTERNAL LANDSCAPE PLANTING AREA - 1,070 SF PRIMARY STREET YARD BUFFER PROPOSED FENCE SEE SITE PLAN. LANDSCAPE DATA REQUIREMENT REQUIRED PROPOSED SECTION 5.4. LANDSCAPING AND BUFFERING SEC. 5.3.2 - GENERAL STANDARDS FOR LANDSCAPING PROVIDE 15 TREES PER DISTURBED ACRE - 12.00 ACRES x15 TREES = 180 = 180 TREES 180 TREES 148 EXISTING 32 PROPOSED 180 TOTAL TREES SEC 5.4.5 SCREENING SCREENING BY LIVING OR NON-LIVING MATERIAL 8' IN HEIGHT: REAR SIDE OF BUILDING ABUTTING ROW, DUMPSTER/TRASH YES YES SEC 5.4.5.C: STANDARDS FOR PARKING LOT INTERIORS (LI) PROVIDE 8% OF TOTAL PARKING, LOADING, AUTOMOBILE SALES, DRIVEWAYS, INTERNAL DRIVE AISLES AND OTHER VEHICULAR/PEDESTRIAN USE AS INTERIOR LANDSCAPED AREAS - 145,873 SF x 0.08 = 11,669.8 SF INTERIOR LANDSCAPE AREA 8% 11,670 SF 8% 11,748 SF 1 TREE / 144 SF OF INTERIOR LANDSCAPED AREA, MIN. 1 TREE PER LANDSCAPE ISLAND - 11,670 SF / 144 SF = 81.04 = 81 TREES REQUIRED 81 TREES 23 TREES (58 EXISTING TREES) MIN 75% CANOPY TREES - 81 TREES (.75) = 60.75 = 61 CANOPY TREES REQUIRED 61 CANOPY TREES 14 CANOPY TREES (47 EXISTING CANOPY TREES) SEC 5.4.6 STREETYARD LANDSCAPING PRIMARY STREETYARD AREA (HALL DRIVE) - 12.5' MIN STREET YARD WIDTH - 37.5' MAX STREET YARD WIDTH - 25 SF FOR EVERY LINEAR FOOT OF STREET YARD - 773 LF FRONTAGE X 25 = 19,325 SF AREA 19,325 SF 19,325 SF PRIMARY STREETYARD PLANTS (HALL DRIVE) - 600 SF OF STREET YARD AREA = 1 CANOPY TREE OR 3 UNDERSTORY TREES AND 6 SHRUBS - 19,325 SF / 600 = 32.2 = 33 CANOPY TREES - 19,325 SF / 600 X 6 = 193.2 = 194 SHRUBS 33 CANOPY TREES & 194 SHRUBS 6 CANOPY TREES 6 UNDERSTORY TREES 25 EX. CANOPY TREES 96 SHRUBS 98 EX.SHRUBS SECONDARY STREETYARD AREA (GARDNER DRIVE) - 12.5' MIN STREET YARD WIDTH - 37.5' MAX STREET YARD WIDTH - 25 SF FOR EVERY LINEAR FOOT OF STREET YARD - 677.5 LF FRONTAGE X 25 X 0.5 = 8,469 SF AREA 8,469 SF 8,469 SF SECONDARY STREETYARD PLANTS (GARDNER DRIVE) - 600 SF OF STREET YARD AREA = 1 CANOPY TREE OR 3 UNDERSTORY TREES & 6 SHRUBS - 8,469 SF / 600 = 14.2 = 15 CANOPY TREES - 8,469 SF / 600 X 6 = 85.2 = 86 SHRUBS 15 CANOPY TREES & 86 SHRUBS 3 CANOPY TREES 12 EX. CANOPY TREES 86 EX. SHRUBS SEC. 5.4.8. - FOUNDATION PLANTINGS (FP) 12% OF THE BUILDING FACE ADJACENT TO THE PARKING AREA OR INTERNAL DRIVE NORTH - 12% OF THE BUILDING FACE ADJACENT TO THE PARKING AREA OR INTERNAL DRIVE - 7,625 SF X 0.12 = 915 SF 915 SF 915 SF JPH / JAD CTM / MRA CTM / MRA CTM LANDSCAPE PLAN C10.0 INTERNAL LANDSCAPE PLANTING AREA - 1,846 SF SHOVEL DUG BED EDGE (TYP.) SHOVEL DUG BED EDGE (TYP.) SHOVEL DUG BED EDGE (TYP.) 01.02.2025 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C11.0 N/A N/A CTM CTM CTM JPH SITE DETAILS WHITE WHITE SEE DETAIL H.C. PARKING SIGN BLUE ON H.C. STALL SIDE BLUE ON H.C. STALL SIDE8' MIN.VARIES SEE PLAN 4" 2" 4"4" 2" 4" FACE OF CURB OR BLDG. FACE OF CURB 4" WHITE STRIPES 9' EDGE OF PAVEMENT SIGN: R7-8D SIGN: R7-8 OR R7-8A GREEN - BORDER AND TEXT 1" 1" 6" 9" 18" 12" 84 " @ E D G E O F P A R K I N G S P A C E 60 " @ B A C K O F S I D E W A L K AUGER OR DRIVE POST BLUE WHITE CAP GS 20-37.8 $ 250 VAN ACCESSIBLE MAXIMUM PENALTY PARKING RESERVED TYPICAL PARKING STALL NOT TO SCALE HANDICAP PARKING STALL STANDARD ALUMINUM SIGN MEETING REQUIREMENTS OF A.D.A. HANDICAPPED PARKING CODE 30 " M I N . 4x4 PT WOOD POST WITH DECORATIVE POST CAP. EMBED A MINIMUM OF 3'-0". PAINTED WHITE (2 COATS). HANDICAP PARKING SIGN AND SPACE LAYOUT NOT TO SCALE 8" MIN. POURED CONCRETE FOOTING 1:12 MAX SLOPE (TYP) 5. 0 ' M I N . 5.0' MIN. ISOMETRIC FLUSH WITH PARKING LOT SURFACE 2% M A X . SL O P E DETECTABLE WARNING PADS PER ADA. 1:12 MAX SLOPE (TYP) RAISED SIDEWALK OR TAPERED UP TO EXISTING HARDSCAPE/SIDEWALK TYPICAL ASPHALT SECTION7 WHITE WHITE SEE DETAIL H.C. PARKING SIGN BLUE ON H.C. STALL SIDE BLUE ON H.C. STALL SIDE8' MIN.VARIES SEE PLAN 4" 2" 4"4" 2" 4" FACE OF CURB OR BLDG. FACE OF CURB 4" WHITE STRIPES 9' EDGE OF PAVEMENT SIGN: R7-8D SIGN: R7-8 OR R7-8A GREEN - BORDER AND TEXT 1" 1" 6" 9" 18" 12" 84 " @ E D G E O F P A R K I N G S P A C E 60 " @ B A C K O F S I D E W A L K AUGER OR DRIVE POST BLUE WHITE CAP GS 20-37.8 $ 250 VAN ACCESSIBLE MAXIMUM PENALTY PARKING RESERVED NOT TO SCALE TYPICAL PARKING STALL NOT TO SCALE HANDICAP PARKING STALL STANDARD ALUMINUM SIGN MEETING REQUIREMENTS OF A.D.A. HANDICAPPED PARKING CODE 30 " M I N . 4x4 PT WOOD POST WITH DECORATIVE POST CAP. EMBED A MINIMUM OF 3'-0". PAINTED WHITE (2 COATS). HANDICAP PARKING SIGN AND SPACE LAYOUT NOT TO SCALE 8" MIN. POURED CONCRETE FOOTING 1:12 MAX SLOPE (TYP) 5. 0 ' M I N . 5.0' MIN. ISOMETRIC FLUSH WITH PARKING LOT SURFACE 2% M A X . SL O P E DETECTABLE WARNING PADS PER ADA. 1:12 MAX SLOPE (TYP) RAISED SIDEWALK OR TAPERED UP TO EXISTING HARDSCAPE/SIDEWALK HANDICAP PARKING DETAILS1 GENERAL NOTES: 1.A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS. 2.ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS. 3.A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB AND GUTTER AND ANY RIGID STRUCTURES. 4.IN SIDEWALKS AND PATIO AREAS EXPANSION JOINTS ARE REQUIRED AT NO GREATER THAN 30' INTERVALS. 5.CONCRETE SHALL BE 3,000 PSI. IN 28 DAYS (MIN. 5% AIR ENTRAINED CONCRETE). 3000 P.S.I. CONCRETE COMPACTED SUBGRADE SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS CONCRETE SIDEWALK DETAIL GROOVE JOINT (5' MAX. O.C.) 1/8" RADIUS 1/8" 3000 P.S.I. CONCRETE GROOVE JOINT (5' MAX. O.C.)1/8" RADIUS 1/8" 4" 1" 1" CONCRETE SIDEWALK DETAIL3 5" 6" BOLLARD DETAIL4 CONCRETE WHEEL STOP5 4" TOP OF PAV'T. SECTION 12" 2"6'1.5' 3' 1.5' 8" 4" 2" 1/2" GALV. STEEL (2 REQ'D.) 2' FACE OF CURB 6" CONCRETE YARD DETAIL6 ASPHALT TO CONCRETE TRANSITION9 6" AGGREGATE COURSE BASE CONCRETE 12" SECTION ASPHALT PAVEMENT, SEE DETAIL 1/C11.4 CONCRETE PAVEMENT, SEE DETAIL 7/C11.0 #4 REBAR 12" O.C. COMPACTED 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 4" COMPACTED CABC, 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) JPH / JAD CTM / MRA CTM / MRA CTM 6" CONCRETE SHED DETAIL8 ASPHALT SECTION ASPHALT MAJOR REPAIR NOT TO SCALE 2.0" ASPHALT WEAR COAT (19MM AIRPORT GRADE OR EQUIVALENT COMPACTED SUBGRADE (12" MINIMUM EXCAVATION) FINES AND CRUSHED COMPACTED STONE (6" MINIMUM, COMPACTED IN 3" LIFTS 3" ASPHALT BINDER COAT (BINDER GRADE PG64E-22 OR EQUIVALENT VERTICAL CURB AND GUTTER LAYER OF GEOTEXTILE FABRIC 6" CONCRETE SHED DETAIL CONCRETE MAJOR REPAIR NOT TO SCALE 6" 4000 PSI CONCRETE #4 REBAR @ 12" C/C DOWELL INTO EXISTING COMPACTED SUBGRADE (12" MINIMUM EXCAVATION) 4" FINES AND CRUSHED COMPACTED STONE LAYER OF GEOTEXTILE FABRIC 6" CONCRETE YARD DETAIL CONCRETE MAJOR REPAIR NOT TO SCALE 6" 4000 PSI CONCRETE #4 REBAR @ 12" C/C DOWELL INTO EXISTING COMPACTED SUBGRADE (12" MINIMUM EXCAVATION) FINES AND CRUSHED COMPACTED STONE (6" MINIMUM, COMPACTED IN 3" LIFTS LAYER OF GEOTEXTILE FABRIC ADA CURB TRANSITION2 COMPACTED SUBGRADE 4" FINES AND CRUSHED COMPACTED STONE FINES AND CRUSHED COMPACTED STONE (6" MINIMUM, COMPACTED IN 3" LIFTS 01.02.2025 ±8'-0" 6' - 0 " 2'- 0 " MI N . 2" M I N . INSIDE ELEVATION PLAN SECTION INSIDE OUTSIDE INSIDEOUTSIDE NOTE: CONTRACTOR TO COORDINATE WITH OWNER FOR DESIRED FENCE MATERIAL. 4X4 PRESSURE TREATED PINE POST 2X6 PRESSURE TREATED (3) 2X4 PRESSURE TREATED STRINGERS 1X6 PRESSURE TREATED FINISHED GRADE CONCRETE FOOTING (3) 2X4 PRESSURE TREATED STRINGERS 1"X6" 4X4 POST SD 3-08 DATE: DRAWN: CHECKED: SCALE NOT TO SCALE STANDARD DETAIL PERPENDICULAR CURB RAMP ADJACENT TO PLAZA DECEMBER, 2010 PB/JSR DEC NORTH CAROLINAILMINGTONWCITY OF 1'-3" SE E T A B L E 6 " 1'-6" 1'-0"6" 1'- 0 " 9" (T Y P . ) R12" (TYP.) HANDRAIL CORE DRILL CONCRETE AND SET RAIL W/ NON-SHRINK GROUT (SET MIN. 9" DEEP) CONCRETE PAVING OR KOOL DECK. SEE MATERIALS PLAN CM101 FOR LOCATIONS # 4 REBAR CONTINUOUS AS SHOWN #4 REBAR AT 8" O.C. #4 REBAR CONT. AT NOSING 3000 PSI CONCRETE AT 28 DAYS (2) #4 REBAR CONTINUOUS AGGEGATE BASE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) NOTES: 1.HANDRAIL - 2" DIAMETER TUBULAR STEEL WITH POWDER COATED FINISH, COLOR TO BE BRONZE TO MATCH POOL ENCLOSURE FENCE, CONTRACTOR TO SUBMIT SHOP DRAWINGS AND COLOR SAMPLE FOR LANDSCAPE ARCHITECT AND OWNER APPROVAL 2.STAIRS TO HAVE HANDRAILS ON BOTH SIDES. 3.HANDRAILS TO HAVE 2" CLEARANCE FROM ALL ADJACENT WALL COMPONENTS. SEE TABLE 1" 5'-0" MAX, EQ FOR INTERMEDIATE POSTS EQ EQR3" (TYP.) SECTION CONCRETE SIDEWALK, SEE DETAIL 3/CS501 5" COMPACTED CABC COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) DOWELED EXPANSION JOINT, SEE DETAIL 1/CS501 1'-0" 2' - 9 1 4" STEP RISER HEIGHT TREAD LENGTHS: RISER HEIGHT TREAD LENGTH 4" - 4.5"1'-6" 4.5" - 5"1'-5" 5" - 5.5"1'-4" 5.5" - 6"1'-3" 6"-6.5"1'-2" 6.5" - 7"1'-1" 7" - 7.5"1'-0" NOTE: SEE GRADING PLAN FOR RISER HEIGHT AND USE THE TABLE ABOVE FOR THE PROPOSED CORRESPONDING TREAD DEPTH. CHAIN LINK FENCE1 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C11.1 N/A N/A CTM CTM CTM JPH SITE DETAILS JPH / JAD CTM / MRA CTM / MRA CTM DUMPSTER FENCING 2 CHAIN-LINK FENCE DETAIL CURB RAMP ADJACENT TO PLAZA3CONCRETE STAIRS WITH HANDRAIL3 01.02.2025 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW NTSTEMPORARY SILT FENCING2 HARDWARE CLOTH AND GRAVEL INLET PROTECTION3 NTSSILT FENCE OUTLET4 NTSCONSTRUCTION ENTRANCE1 NOTES: 1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/lf steel) 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH WITH A 1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM FOR A MIN. 2 FEET ABOVE THE GROUND. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING AND REMOVAL IS RECOMMENDED. 3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. THE TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHES LOWER THAN THE SURROUNDING GROUND ELEVATION DOWNSLOPE FROM THE INLET TO ENSURE THAT STORM FLOWS GET INTO THE INTENDED INLET; UNLESS OTHER SEDIMENT-CONTROL DEVICES ARE INSTALLED TO PREVENT OFF-SITE SEDIMENT-RUNOFF. STEEL POSTS 2 FT IN GROUND. 19-GAUGE & 0.25" MESH OPENING HARDWARE CLOTH EXTENDS MIN. 2 FT ABOVE GROUND. NCDOT #5 OR #57 WASHED STONE PLACED TO A HEIGHT OF 16" MINIMUM ABOVE TOP OF BOX @ 2:1 SLOPE. NTSDANDY SACK INLET PROTECTION5 NTSCHECK DAM9 STORM SEWER GRATE REINFORCED CORNERS MANAGEABLE 2 FOOT CONTAINMENT AREA LIFT STRAPS OPTIONAL OVERFLOW PORTS DUMPING STRAPS STORM INLET DANDY SACK Ô Ô Ô Grab Tensile Strength ASTM D 4632 kN (lbs)1.78 (400) x 1.40 (315) Grab Tensile Elongation ASTM D 4632 %15 x 15 Puncture Strength ASTM D 4833 kN (lbs)0.67 (150) Mullen Burst Strength ASTM D 3786 kPa (psi)5506 (800) Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.67 (150) x 0.73 (165) UV Resistence ASTM D 4355 %90 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.425 (40) Flow Rate ASTM D 4491 1/min/m (gal/min/ft )2852 (70) Permittivity ASTM D 4491 Sec 0.90-1 Ô Grab Tensile Strength ASTM D 4632 kN (lbs)1.62 (365) X 0.89 (200) Grab Tensile Elongation ASTM D 4632 %24 X 10 Puncture Strength ASTM D 4833 kN (lbs)0.40 (90) Mullen Burst Strength ASTM D 3786 kPa (psi)3097 (450) Trapezoid Tear Strength ASTM D 4533 kN (lbs)0.51 (115) X 0.33 (75) UV Resistence ASTM D 4355 %90 Apparent Opening Size ASTM D 4751 Mm (US Std Sieve)0.425 (40) Flow Rate ASTM D 4491 1/min/m (gal/min/ft )5907 (145) Permittivity ASTM D 4491 Sec 2.1-1 Ô N/AGUTTERBUDDY6 NOTES: 1.PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC FOUNDATION. 2.KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL WHERE THE DAM ABUTS THE CHANNEL BANKS. 3.EXTEND STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATER FROM CUTTING AROUND THE ENDS OF THE CHECK DAM. 4.SET SPACING BETWEEN DAMS TO ASSURE THAT THE ELEVATION AT THE TOP OF THE LOWER DAM IS THE SAME AS THE TOE ELEVATION OF THE UPPER DAM. 5.PROTECT THE CHANNEL AFTER THE LOWEST CHECK DAM FROM HEAVY FLOW THAT COULD CAUSE EROSION. 6.MAKE SURE THAT THE CHANNEL REACH ABOVE THE MOST UPSTREAM DAM IS STABLE. 7.ENSURE THAT OTHER AREAS OF THE CHANNEL, SUCH AS CULVERT ENTRANCES BELOW THE CHECK DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES. 8.REPLACE STONE WHEN CHECK DAM NO LONGER DRAINS AS DESIGNED. CLASS B RIP-RAP NO.5 OR NO.57 STONE 12" MIN. THICKNESS NON-WOVEN FILTER FABRIC PLAN VIEW CROSS-SECTION VIEW 1 2 NON-WOVEN FILTER FABRIC NTSTYPICAL TREE PROTECTION10 ORANGE SAFETY FENCE OR ORANGE SILT FENCE (TYPICAL) CRZ NOTE TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE. DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OF THE OUTERMOST BRANCHES. FENCING SHALL INCLUDE SIGNS EVERY 50' WITH MIN. 2 SIGNS. SEE ABOVE FOR SIGN. 3' MIN DBH 8' MAX NTSFAIRCLOTH SKIMMER7 TEMPORARY WATTLE / CHECK DAM8 NOTES: 1. USE MINIMUM 18" DIA. EXCELSIOR WATTLE. 2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE. 3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM OF THE SWALE. 2' UPSLOPE & DOWNSLOPE STAKES, TYP. SECURE WATTLE WITH UPSLOPE AND DOWNSLOPE STAKES AND STAPLES. MIN. 10 LF EXCELSIOR MATTING 2' MIN. ON UPSLOPE AND 8' MIN. ON DOWNSLOPE 20'- 0 " MIN. 6" PUB L I C R O A D 2"-3" COARSE AGGREGATE OR #4 STONE 50' M I N LE N G T H M A Y B E M O D I F I E D T O A C C O M M O D A T E B U I L D I N G PA D W I T H A P P R O V A L B Y N E W H A N O V E R C O U N T Y EN G I N E E R I N G D E P T . SILT FENCE 2' MIN1' - 6" 1' - 6" MIN. SILT FENCE 3' MAX.16"-18"1 2 FLO W TOP VIEW FRONT VIEW NOTE STRUCTURAL STONE SHALL BE (CLASS "B") STONE FOR EROSION CONTROL PURPOSES. SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO. 57 STONE. SEDIMENT CONTROL STONE STRUCTURAL STONE SILT FENCE SHALL REMAIN IN PLACE AND BE FOLDED OVER TO ACCOMMODATE OUTLET. SILT FENCE POST BOTTOM STRAND MIN. #14 GUAGE TOP STRAND MIN. #14 GUAGE 8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE MI N . 2 ' - 0 " 2'- 0 " STEEL POST FILL S L O P E MA X . 2 ' - 0 " STAY AND LINE WIRES MIN. #14 GUAGE 4" X 8" TRENCH LINED W/ 12" OF FABRIC AND COMPACTED FILL ON TOP NOTES: 1.WIRE FENCE (IF USED) SHALL BE MINUMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6-INCHES. 2.SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. 3.SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. 6' MAX. STD. STRENGTH FABRIC W/O WIRE FENCE SECTION ELEVATION GROUND LINE STEEL STAKE STEEL STAKE NOTES: 1.INSPECT GUTTERBUDDY WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1 INCH OR GREATER). 2.REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. 3.REPLACE GUTTERBUDDY IF CLOGGED OR DAMAGED. 4.IF PONDING BECOMES EXCESSIVE, REPLACE WITH A DIFFERENT MEASURE. 5.REINSTALL GUTTERBUDDY IF UNDERMINED OR DISLODGED. 6.INSPECT GUTTERBUDDY UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA UPSTREAM OF THE MEASURE HAS BEEN PERMANENTLY STABILIZED. C12.0 N/A N/A CTM CTM CTM JPH EROSION CONTROL DETAILS JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW NTSNCG01 GROUND COVER & MATERIALS HANDLING1 NTSNCG01 SELF-INSPECTION2 NTSPERMANENT SEEDING AND RECOMMENDATIONS3 NTSTEMPORARY SEEDING RECOMMENDATIONS4 C12.1 N/A N/A CTM CTM CTM JPH EROSION CONTROL DETAILS JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C13.0 N/A N/A CTM CTM CTM JPH GRADING & DRAINAGE DETAILS NTSMETHOD OF PIPE INSTALLATION - RIGID PIPE - 2 OF 23 NTSDRAINAGE STRUCTURE STEPS1 NTSMANHOLE FRAME AND COVER2 JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C13.1 N/A N/A CTM CTM CTM JPH GRADING & DRAINAGE DETAILS NTSDROP INLET FRAME & GRATE - FOR USE ON STD. DWGS 840.14 & 840.153 NTSANCHORAGE FOR FRAMES - BRICK/CONCRETE/PRECAST CONCRETE4 NTSTRAFFIC BEARING PRECAST DRAINAGE STRUCTURE5 NTSPRECAST MANHOLE 4', 5', AND 6' DIAMETER - 12" THRU 48" PIPE6 NTSCONCRETE JUNCTION BOX1 NTSCONCRETE DROP INLET - 12" THRU 30" PIPE2 JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 X X X X X X X X X X X X X X X X X X X X X X X X X S S SS SS SS SS SS SS SS SS SS SS SS SS SS SD DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C13.2 N/A N/A CTM CTM CTM JPH DRY POND DETAILS 0 SCALE: 1"=30' (Horiz.) 60'30'30' 1" = 50'SCM 1 PLAN VIEW1 MAINTENANCE BAND (10-FT IN WIDTH) MAIN BAY NTSFOREBAY AND STORAGE POND SECTION2 SECTION B-B W LAYER OF FILTER FABRIC W = 6.0 FT L = 8.0 FT B M I B H NOTE: MINIMUM H=2/3 NATURAL GRADE M I PIPE DIAMETER 1. SEE OUTLET PROTECTION TABLE BELOW FOR RIP-RAP DIMENSIONS AND CLASSES. 2. RIP-RAP SHOULD EXTEND UP BOTH SIDES OF THE APRON AND AROUND THE END OF THE PIPE OR CULVERT AT THE DISCHARGE OUTLET AT A MAXIMUM SLOPE OF 2:1 AND A HEIGHT NOT LESS THAN TWO THIRDS THE PIPE DIAMETER OR CULVERT HEIGHT. 3.THERE SHALL BE NO OVERFLOW FROM THE END OF THE APRON TO THE SURFACE OF THE RECEIVING CHANNEL. THE AREA TO BE PAVED OR RIPRAPPED SHALL BE UNDERCUT SO THAT THE INVERT OF THE APRON SHALL BE AT THE SAME GRADE (FLUSH) WITH THE SURFACE OF THE RECEIVING CHANNEL. THE APRON SHALL HAVE A CUTOFF OR TOE WALL AT THE DOWNSTREAM END. 4. THE WIDTH OF THE END OF THE APRON SHALL BE EQUAL TO THE BOTTOM WIDTH OF THE RECEIVING CHANNEL. MAXIMUM TAPER TO RECEIVING CHANNEL 5:1 5. ALL SUBGRADE FOR STRUCTURE TO BE COMPACTED TO 95% OR GREATER. 6. THE PLACING OF FILL, EITHER LOOSE OR COMPACTED IN THE RECEIVING CHANNEL SHALL NOT BE ALLOWED. 7. NO BENDS OR CURVES IN THE HORIZONTAL ALIGNMENT OF THE APRON WILL BE PERMITTED. 8. RIP RAP IS SIZED FOR THE 25-YEAR STORM EVENT. PEAK 25-YR FLOW IS 9.05 CFS NOTES TOP OF POND EL. 30.4' RIP-RAP EMERGENCY SPILLWAY 12" THICK LAYER NCDOT CLASS B RIP-RAP (d50 = 8") W/ 4" THICK LAYER NCDOT NO. 57 STONE BEDDING WRAPPED WITH NON-WOVEN FILTER FABRIC (SI GEOTEX 801 OR APPROVED SUBSTITUTE) 13 3158 FT 24" OUTLET PIPE NTSOUTLET STRUCTURE3 NTSEMERGENCY SPILLWAY5 NTSRIPRAP APRON OUTLET4 EMERGENCY SPILLWAY WEIR EL. 29.1' STORM ELEVATIONS DRY POND 1.5" STORM = 26.50' DESIGN STORM 2-YEAR = 27.15' 10-YEAR = 27.76' 25-YEAR = 28.14' 100-YEAR = 28.88' EXISTING GRADE EMERGENCY SPILLWAY OUTLET STRUCTURE PROPOSED GRADE TEMPORARY POOL (26.5') 1. 0 0 ' SHWT MI N . 6 " RISER PROTECTION WITH TRASH RACK/SCREEN TRASH RACK (REQUIRED) TEMPORARY POOL (EL 26.5') RISER CREST (EL 28.5') WEIR TO ESTABLISH TEMPORARY POOL 24" RCP OUTLET PIPE 10" @ EL. 25.5' DRAWDOWN OUTLET ANTI-SEEP MEASURES ARE RECOMMENDED EMERGENCY SPILLWAY VEGETATED SIDE SLOPES (3H:V1) PLANTED WITH NON-CLUMPING TURF GRASS RIPRAP FOREBAY PRETREATMENT 0.5' 6.0' 6' x 6' REINFORCED CONCRETE RISER BOX (ASTM C1433) PIPE INV. = EL 25.5' RIP RAP (6" STONE, 9" THICK") 4.0' ORIFICE TRASH RACK ORIFICE TRASH RACK 1. USE CONTECH STORMRAX BMP FLAT SERIES OR ENGINEER-APPROVED EQUAL FOR ORIFICE TRASH RACK. 2. USE CONTECH STORMRAX DOME SERIES OR ENGINEER-APPROVED EQUAL FOR RISER TRASH RACK. NOTES JPH / JAD CTM / MRA CTM / MRA CTM DRY POND TOP OF POND = 30.40' TEMPORARY POOL = 26.50' BOTTOM OF POND = 25.50' TOP OF PRETREATMENT = 25.00' BOTTOM OF PRETREATMENT = 22.00' 01.02.2025 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW C14.0 N/A N/A CTM CTM RVB JPH UTILITY DETAILS COMMERIAL WATER SERVICE - 1 1/2" OR 2" METERS1 SEWER SERVICE CONNECTION - TYPICAL CLEAN OUT6 STANDARD NOTES7 REDUCED PRESSURE PRINCIPLE ASSEMBLY2 JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW PIPE EMBEDMENT TYPES2 VALVE DETAIL1 TRACER WIRE DETAIL4 2" WATER SERVICE3 C14.1 N/A N/A CTM CTM CTM JPH UTILITY DETAILS PRESSURE MAIN AND STORM DRAIN CROSSING-HDPE5 JPH / JAD CTM / MRA CTM / MRA CTM 01.02.2025 STAKING PLAN 2 TO 3 TIMES THE ROOT BALL DIAMETER 6" GENERAL NOTES: A.TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYING B.SCARIFY BOTTOM AND SIDES OF PLANT PIT. C.STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDING LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT. D.DO NOT WRAP TREE TRUNK. E.MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACING NORTH. F.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOIL AROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS, HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER 2"4" 120° SECTION 4" DEEP SHOVEL DUG "V" TRENCH, SEE LANDSCAPE PLAN FOR LOCATIONS "ARBORTIE" HEAVY DUTY TREE GUY STRAPPING, COLOR TO BE GREEN, 900LB BREAK STRENGTH, SLACK STRAP LIGHTLY TO ALLOW SLIGHT MOVEMENT IN TREE NATIVE SUBGRADE TREE AS SPECIFIED PER LANDSCAPE PLAN(S) MULCH AS SPECIFIED, KEEP 6" AWAY FROM TREE TRUNK LOOP STRAPPING JUST ABOVE FIRST LIMB AND AROUND CENTRAL LEADER, REFER TO MANUFACTURER'S RECOMMENDATION FOR TYING METHOD PULL BACK TOP 14 OF BURLAP, TWINE TIES AND WIRE BASKET, LEAVE REMAINDER AROUND ROOT BALL FINISH GRADE 2" X 2" X 30" UNTREATED LUMBER STAKES (TYP.), (3) TOTAL EQUALLY SPACED AROUND TREE, INSTALL OUTSIDE OF ROOTBALL AND BACKFILLED SOIL MIXTUREBALLED AND BURLAP ROOT BALL TOPSOIL ROOT FLARE TO BE SET 2" ABOVE EXISTING GRADE PREVAILING WINDS STAKE TRUNK COMPACTED NATIVE SOIL PEDESTAL NATIVE SOIL, TILL SOIL TO A 6" MIN. DEPTH EQUAL TO THE PLANT SPACING AS SPECIFIED (TYP.) GENERAL NOTES: A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT. B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH. C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS. 6" M I N . FO R M M O U N D E D B E D WI T H N A T I V E T I L L E D S O I L PR I O R T O P L A N T I N G PLANT SPACING AS SPECIFIED (TYP.) PLANT SPACING CHART SPACING (A)ROW OFFSET (B) 1'-0" O.C.10" O.C. 1'-6" O.C.1'-4" O.C. 2'-0" O.C.1'-9" O.C. 2'-6" O.C.2'-2" O.C. 3'-0" O.C.2'-7" O.C. 3'-6" O.C.3'-0" O.C. 4'-0" O.C.3'-6" O.C. SPACING (A)ROW OFFSET (B) 5'-0" O.C.4'-4" O.C. 6'-0" O.C.5'-2" O.C. 7'-0" O.C.6'-1" O.C. 8'-0" O.C.6'-11" O.C. 9'-0" O.C.7'-10" O.C. 10'-0" O.C.8'-8" O.C. A B PLANT SPACING PLAN A SECTION 1" M I N . 6" MIN. TOPSOIL PER SPECIFICATIONS SHRUB AS SPECIFIED PER LANDSCAPE PLAN(S) NATIVE SUBGRADE ADJACENT TURF AREA, REFER TO PLANTING PLAN FOR LOCATIONS NATIVE SOIL, TILL SOIL TO A 6" MIN. DEPTH MULCH AS SPECIFIED, KEEP 4" AWAY FROM ROOT CROWN ROOT CROWN TO BE SET 2" ABOVE EXISTING GRADE MIN. 4" DEEP SHOVEL DUG "V" TRENCH, SEE LANDSCAPE PLAN FOR LOCATIONS SHRUB ROOT BALL PLANTING BED EDGE SHRUB 6" M I N . FO R M M O U N D E D B E D WI T H N A T I V E T I L L E D S O I L PR I O R T O P L A N T I N G PLANT SPACING CHART SPACING (A)ROW OFFSET (B) 6" O.C.5" O.C. 8" O.C.7" O.C. 12" O.C.10" O.C. 15" O.C.1'-1" O.C. 18" O.C.1'-4" O.C. SPACING (A)ROW OFFSET (B) 24" O.C.1'-9" O.C. 36" O.C.2'-7" O.C. 4'-0" O.C.3'-6" O.C. 5'-0" O.C.4'-4" O.C. 6'-0" O.C.5'-2" O.C. SECTION 1" M I N . 4" MIN. GENERAL NOTES: A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT. B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH. C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS. A B PLANT SPACING PLAN A TOPSOIL PER SPECIFICATIONS PLANT AS SPECIFIED PER LANDSCAPE PLAN(S) NATIVE SUBGRADE ADJACENT TURF AREA, REFER TO PLANTING PLAN FOR LOCATIONS NATIVE SOIL, TILL SOIL TO A 6" MIN. DEPTH MULCH AS SPECIFIED, KEEP 4" AWAY FROM TREE TRUNK ROOT CROWN TO BE SET 2" ABOVE EXISTING GRADE MIN. GROUND COVER ROOT BALL 4" DEEP SHOVEL DUG "V" TRENCH, SEE LANDSCAPE PLAN FOR LOCATIONS EQUAL TO THE PLANT SPACING AS SPECIFIED (TYP.) PLANT SPACING AS SPECIFIED (TYP.) PLANTING BED EDGE SHRUB AS SHOWN AS SHOWN 205, 209, 213 & 217 MIDDLE SOUND LOOP ROAD, WILMINGTON NC NTSTREE PLANTING5 NTSGROUNDCOVER PLANTING2NTSSHRUB PLANTING4 NTSDETAIL NOT USED1 1.ALL EXISTING VEGETATION THAT IS USED TO MEET LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY ON A CONTINUING BASIS. ANY PLANTED MATERIAL WHICH BECOMES DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE OWNER WITHIN 60 DAYS OF THE OCCURRENCE OF SUCH CONDITION. IF, IN THE OPINION OF THE ZONING ADMINISTRATOR THERE ARE SEASONAL CONDITIONS WHICH WILL NOT PERMIT THE TIMELY REPLACEMENT OF THE VEGETATION (E.G. TOO HOT OR TOO COOL FOR SUCCESSFUL REPLANTING) THIS REQUIREMENT MAY BE ADMINISTRATIVELY WAIVED UNTIL A TIME CERTAIN WHEN THE REPLANTING WOULD BE SUCCESSFUL. 2.VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLANS AND IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION. 3.ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS, CONFORM TO REQUIREMENTS OF PLANT LIST AND TO THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARD OF NURSERY STOCK" AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS. 4.LANDSCAPE MATERIAL PLACED IN PREPARED HOLES SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKING DAY. 5.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 6.LANDSCAPE ARCHITECT SHALL APPROVE ANY ON-SITE PLANT STORAGE AREA FOR ACCESSIBILITY, SHADE CONDITIONS, HEALING-IN MULCH MATERIAL AND TEMPORARY WATERING METHODS. 7.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 BACK FILLING. 8.ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED WITH SMOOTH, CONTINUOUS CURVES. 9.ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND WIDTHS AS ILLUSTRATED IN PLANTING DETAILS. 10.TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING AND STAKES AFTER THE FIRST FULL GROWING SEASON OR ONE YEAR, WHICH EVER COMES FIRST. 11.CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO PLANTING. 12.ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO GENERAL CONTRACTOR PRIOR TO BACKFILLING. 13.ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND SHALL BE MULCHED AS SPECIFIED. 14.ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE CURRENT MUNICIPAL AUTHORITIES STANDARD SPECIFICATIONS AND DETAILS. 15.ALL LANDSCAPE AREAS THAT ARE NOT PLANTED, MULCHED OR PAVED SHALL BE SEEDED OR SODDED. 16.FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO REMOVAL OF DEAD & DAMAGED WOOD. 17.TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO CLEARING, GRADING AND CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY RELATED PERMITS. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 18.MULCH LINE SHALL CONSIST OF SMOOTH CONTINUOUS CURVES. 19.ALL TREES NOT WITHIN A PLANT BED SHALL BE TREATED WITH A 6' DIAMETER MULCH RING TYPICAL, UNLESS OTHERWISE INDICATED ON THE PLANTING PLANS. 20.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS OR AS OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. 21.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR APPROVAL BY LANDSCAPE ARCHITECT. 22.AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE RE-ESTABLISHED TO PRE-DISTURBANCE CONDITION AT NO ADDITIONAL COST TO THE OWNER. 23.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS. 24.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TO INSTALLATION. 25.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC. 26.DEEPROOT ROOT BARRIER OR APPROVED EQUAL SHALL BE INSTALLED WHERE TREES ARE WITHINT 10' OF A UTILITY OR HARDSCAPE. THE ROOT BARRIER SHALL BE INSTALLED ACCORDING TO MANUFACTURER RECOMMENDATION. NTSPLANTING NOTES6 NTSPLANT SCHEDULE3 1 EAST WING ARCHITECTURE ADJUSTMENT AND ASSOCIATED REVISIONS, AND ADDITIONAL TREE REMOVAL AND ASSOCIATED REVISIONS 10.26.2022 21 REMOVAL OF PROPOSED LANDSCAPING WITHIN THE EAST BUFFER 04.22.2024 DESCRIPTIONS DATE REVISIONS SCALE HORIZONTAL: VERTICAL:DRAWING NUMBER STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # 01/02/2025 REV.NO. REVISION 84 LUMBER STORAGE EXPANSION 03272-0006 1019 ROUTE 519, BLDG 5 EIGHTY FOUR, PA 15330www.mckimcreed.com License: F-1222 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 PERMIT REVIEW JPH / JAD CTM / MRA CTM / MRA CTM LANDSCAPE DETAILS C17.1 BOTANICAL / COMMON NAME QTY CONTAINER SIZE HEIGHT SPACING REMARKS TREES CHIONANTHUS VIRGINICUS WHITE FRINGETREE 6 B&B 1.5" CAL 8`-10` HT.SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED CUPRESSUS ARIZONICA 'CAROLINA SAPPHIRE' CAROLINA SAPPHIRE CYPRESS 9 B&B 1.5" CAL 8`-10` HT.SINGLE DOMINANT LEADER, FULL TO GROUND & MATCHED GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` SHADEMASTER HONEY LOCUST 11 B & B 2" CAL.12`-14` HT.SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED JUNIPERUS VIRGINIANA EASTERN RED CEDAR 6 B & B 2" CAL.12`-14` HT.FULL TO GROUND, UNIFORM CANOPY & MATCHED NYSSA SYLVATICA BLACK TUPELO 6 B & B 2" CAL.10`-12` HT.SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED BOTANICAL / COMMON NAME QTY SIZE HEIGHT SPREAD SPACING REMARKS SHRUBS ILEX CORNUTA `DWARF BURFORD` DWARF BURFORD HOLLY 8 7 GAL.30"-36" HT.30"-36" SPD.6` O.C.UNIFORM HEAD & MATCHED ILEX GLABRA `NIGRA` NIGRA INKBERRY 76 3 GAL.18"-24" HT.18"-24" SPD.5` O.C.UNIFORM HEAD & MATCHED ILEX VOMITORIA `NANA` DWARF YAUPON 80 3 GAL.12"-15" HT.12"-15" SPD.2.5` O.C.UNIFORM HEAD & MATCHED ITEA VIRGINICA `HENRY`S GARNET` HENRY`S GARNET SWEETSPIRE 138 3 GAL.18"-24" HT.18"-24" SPD.4` O.C.UNIFORM HEAD & MATCHED MUHLENBERGIA CAPILLARIS `REGAL MIST` TM MUHLY 45 3 GAL.18"-24" HT.18"-24" SPD.4` O.C.UNIFORM HEAD & MATCHED BOTANICAL / COMMON NAME QTY SIZE SPACING REMARKS GROUND COVERS LIRIOPE MUSCARI 'MAJESTIC' MAJESTIC LILYTURF 674 4"MATCHED PLANT SCHEDULE 01.02.2025