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HomeMy WebLinkAboutCape Fear Academy Expansion Phase 1 Site PlanALUM. RAMPRAMP CHAP R A D R I V E PRIVA T E 6 0 ' R / W MB 28 , P G 1 8 2 MB 51 , P G 3 5 7 OUTLETSTRUCTURERIM=39.35'INV 24"RCP=36.37'24" R C P INV FES=35.98' 4" PVCPIPE NC 1 3 2 C O L L E G E R O A D OAKCLIFF DR PINECLIFF DR N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRESPROJECT SITE SATARA DR CH A P R A D R © 2025 Microsoft Corporation © 2025 TomTom ALUM. RAMPRAMP CHAPRA DRIVEPRIVATE 60' R/WMB 28, PG 182MB 51, PG 357 OUTLETSTRUCTURERIM=39.35'INV 24"RCP=36.37'24" RCPINV FES=35.98'4" PVCPIPE N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 0 GRAPHIC SCALE 250 1 inch = 250 ft. 125 R j:\ 2 5 \ 0 6 8 6 - a - c a p e f e a r a c a d e m y - n h c - s c h o o l e x p a n s i o n \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 0 . 0 0 C O V E R . d w g - Fr i d a y , F e b r u a r y 2 7 , 2 0 2 6 7 : 1 0 : 1 2 A M - CT O R R E L L FEBRUARY 27, 2026 N.T.S. WithersRavenel 115 MacKenan Drive Cary, NC 27511 919-469-3340 3900 S. COLLEGE ROAD | WILMINGTON, NC 28412 | NEW HANOVER COUNTY ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 E N W S PARCEL DATA SITE DATA TABLE SURVEY BENCHMARK BENCHMARK IS LOCAL TO SITE. SEE SHEET C1.01 FOR BENCHMARK INFORMATION. VERTICAL DATUM BASED ON NAVD 88. PREPARED BY:CONTACT LIST: PRELIMINARY NOT APPROVED FOR CONSTRUCTION DEVELOPER: CAPE FEAR ACADEMY 3900 S. COLLEGE ROAD WILMINGTON, NC 28412 PHONE #: 910-791-0287 ATTENTION: ED ELLISON INITIAL PLAN DATE: 11/09/2025 CAPE FEAR ACADEMY SCHOOL EXPANSION PHASE 1 CONSTRUCTION PLANS CONSTRUCTION PLANS CAPE FEAR ACADEMY SCHOOL EXPANSION PHASE 1 WR PROJECT NO. 25-0686 Name: MUNI PRO NO: Muni Proj. No. JOE BOYD, PE SR. PROJECT MANAGER WITHERSRAVENEL 219 STATION ROAD, SUITE 101 WILMINGTON NC, 28403 910-256-9277 JBOYD@WITHERSRAVENEL.COM PIN: OWNER: REAL ESTATE ID: ADDRESS: AREA: ZONING: PIN: OWNER: REAL ESTATE ID: ADDRESS: AREA: ZONING: PIN: OWNER: REAL ESTATE ID: ADDRESS: AREA: ZONING: PIN: OWNER: REAL ESTATE ID: ADDRESS: AREA: ZONING: PIN: OWNER: REAL ESTATE ID: ADDRESS: AREA: ZONING: PIN: OWNER: REAL ESTATE ID: ADDRESS: AREA: ZONING: R06618-006-008-000 CAPE FEAR ACADEMY 3900 S COLLEGE RD WILMINGTON, NC 28412 R-15 10.02 AC R06618-006-011-000 CAPE FEAR ACADEMY 3900 S COLLEGE RD WILMINGTON, NC 28412 R-15 16.24 AC R06618-006-009-000 CAPE FEAR ACADEMY 3900 S COLLEGE RD WILMINGTON, NC 28412 R-15 2.22 AC R06618-006-017-000 CAPE FEAR ACADEMY 3900 S COLLEGE RD WILMINGTON, NC 28412 R-15 6.71 AC R07100-003-052-000 CAPE FEAR ACADEMY 3900 S COLLEGE RD WILMINGTON, NC 28412 R-15 0.79 AC R07100-003-053-001 CAPE FEAR ACADEMY 3900 S COLLEGE RD WILMINGTON, NC 28412 R-15 0.38 AC 219 Station Road | Suite 101 | Wilmington, NC 28405 License #: F-1479 | t: 910.256.9277 | www.withersravenel.com WithersRavenel SITE SHEET INDEX Number Title C0.00 COVER C0.01 GENERAL NOTES C1.00 OVERALL EXISTING CONDITIONS C1.01 EXISTING CONDITIONS C1.02 EXISTING CONDITIONS C2.00 OVERALL DEMOLITION PLAN C2.01 DEMOLITION PLAN C2.02 DEMOLITION PLAN C3.00 OVERALL SITE PLAN C3.01 SITE PLAN C3.02 SITE PLAN C4.00 OVERALL UTILITY PLAN C4.01 UTILITY PLAN C4.02 UTILITY PLAN C5.00 OVERALL STORM DRAINAGE PLAN C5.01 STORM DRAINAGE PLAN C5.02 STORM DRAINAGE PLAN C6.00 OVERALL GRADING PLAN C6.01 GRADING PLAN C6.02 GRADING PLAN C7.00 OVERALL EROSION CONTROL PLAN STAGE 1 C7.01 EROSION CONTROL PLAN STAGE 1 C7.02 EROSION CONTROL PLAN STAGE 1 C7.03 OVERALL EROSION CONTROL PLAN STAGE 2 C7.04 EROSION CONTROL PLAN STAGE 2 C7.05 EROSION CONTROL PLAN STAGE 2 C7.06 EROSION CONTROL NOTES AND DETAILS C7.07 EROSION CONTROL NOTES AND DETAILS C7.08 EROSION CONTROL NOTES AND DETAILS C7.09 EROSION CONTROL DETAILS & NCG01 C8.00 SCM PLAN AND DETAILS C8.01 SCM PLAN AND DETAILS C9.00 SITE DETAILS C9.01 SITE DETAILS C9.02 WATER DETAILS C9.03 WATER & SEWER DETAILS C9.04 WATER & SEWER DETAILS C9.05 STORM DRAINAGE DETAILS SL1.00 LIGHTING PLAN COORDINATION NOTES: 1.THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS. 2.ALL WORK IS TO BE IN ACCORDANCE WITH NEW HANOVER COUNTY, AND THE STATE OF NORTH CAROLINA. 3.THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S). 4.ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT. 5.THE CONTRACTOR SHALL SCHEDULE A PRECONSTRUCTION MEETING WITH NEW HANOVER AND NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO THE MEETING. 6.REFER TO ZONING CASE Z20-12 FOR BOARD OF COMMISSIONERS APPROVED MASTER PLAN. NOTES NEW HANOVER COUNTY PROJECT NO.TBD PARCEL PIN NO. R06618-006-008-000 & R06618-006-011-000 & R06618-006-009-000 & R06618-006-017-000 & R07100-003-052-000 & R07100-003-053-001 & R07100-003-052-002 TOTAL PROJECT AREA (ACRES) 10.02 , 16.24, 2.22, 6.71, 0.79, 0.38, 0.64 (37.00TOTAL ACRES) WATERSHED BARNARDS CREEK EXISTING ZONING & LAND USE R-15 RESIDENTIAL DISTRICT DISTURBED AREA 7.40 AC PROPOSED USE TWO STORY SCHOOL BUILDING EXPANSION, ONE JV/PRACTICE FIELD BUILDING DATA: NUMBER OF PROPOSED BUILDINGS 1 BUILDING HEIGHT 45' CONSTRUCTION TYPE II-B PROPOSED BUILDING AREA 13,000 SF PROPOSED GROSS FLOOR AREA (2 STORIES)25,185 SF OCCUPANT DATA: NUMBER OF NEW CLASSROOMS 14 CURRENT OCCUPANTS PRE-K - 10TH GRADE: 666 STUDENTS 11TH - 12TH GRADE: 120 STUDENTS TOTAL CURRENT OCCUPANTS 786 STUDENTS NEW OCCUPANTS 1ST -10TH GRADE: 68 STUDENTS TOTAL NEW OCCUPANTS 854 STUDENTS REQUIRED PARKING PRE-K - JUNIOR HIGH: 183 (1 PER 6 STUDENTS) HIGH SCHOOL: 20 (1 PER 4 STUDENTS) TOTAL: 187 TOTAL PARKING EXISTING: 332 STANDARD, 15 ADA PROPOSED: 330 STANDARD, 15 ADA SETBACKS: FRONT 25' SIDE 10' REAR 20' OPEN SPACE: TOTAL SITE AREA 37.00 AC PARCEL SUBDIVIDED NO EXISTING IMPERVIOUS AREA 12.12 AC PROPOSED IMPERVIOUS AREA 2.16 AC TOTAL IMPERVIOUS AREA 14.29 AC PIN: OWNER: REAL ESTATE ID: ADDRESS: AREA: ZONING: R07100-003-052-002 CAPE FEAR ACADEMY 3900 S COLLEGE RD WILMINGTON, NC 28412 R-15 0.64 AC L-300 LANDSCAPE REFERENCE SHEET L-301 LANDSCAPE PLAN L-302 LANDSCAPE PLAN L-304 SCM LANDSCAPE PLAN A-201 BUILDING ELEVATIONS - OVERALL L-100 TREE REMOVAL PLAN L-500 DETAILS L-303 LANDSCAPE PLAN, SCHEDULE AND DETAILS SURVEY NOTES: 1.THE FOLLOWING INFORMATION WAS USED FOR THE EXISTING SURVEY: a.COORDINATE SYSTEM: NORTH CAROLINA STATE PLANE FOOT b.PROJECT HORIZONTAL DATUM: NAD 83/2011 c.VERTICAL DATUM: NAVD 88 d.COORDINATE UNITS: US SURVEY FEET e.VERTICAL UNITS: US SURVEY FEET 2.PROPERTY BOUNDARY SHOWN AS PROVIDED BY WITHERSRAVENEL, DATED 02/06/2026. 3.TOPOGRAPHIC SURVEY SHOWN AS PROVIDED BY WITHERSRAVENEL, DATED 02/06/2026. 4.TREE SURVEY SHOWN AS PROVIDED BY WITHERSRAVENEL, DATED 02/06/2026. 5.PROPERTY DOES NOT FALL WITHIN FEMA FLOODPLAIN PER FEMA FIRM 3720313500K, EFFECTIVE DATE 08/28/2018. 6.NO DETERMINATION HAS BEEN MADE BY THE SURVEYOR AS TO THE FOLLOWING: UNDERGROUND STORAGE FACILITIES, UNDERGROUND UTILITIES, GRAVES, CEMETERIES, BURIAL GROUNDS, HAZARDOUS WASTE DEPOSITS OR MATERIALS. 7.THE UNDERGROUND UTILITIES SHOWN HEREON WERE MARKED BY WITHERSRAVENEL ON 10/31/2025 AND THOSE MARKS WERE FIELD LOCATED BY WITHERSRAVENEL ON 10/31/2025. 8.SURVEY CONTROL POINTS PROVIDED IN NC STATE PLANE COORDINATES. THE PROPOSED COORDINATES ARE GROUND COORDINATES. THE CONTRACTOR'S SURVEYOR IS RESPONSIBLE FOR ANY CONVERSIONS NEEDED FOR THE STAKEOUT OF THE PROPOSED GROUND COORDINATES SHOWN. 9.THE CONTRACTOR SHALL ESTABLISH ADDITIONAL CONTROLS THAT MAY BE NEEDED THROUGHOUT THE PROJECT. GENERAL NOTES: 1.WORK ON THIS PROJECT MUST CONFORM TO THE LATEST NORTH CAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES, THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL, NEW HANOVER COUNTY STANDARDS AND SPECIFICATIONS, GEOTECHNICAL REPORTS, AND ANY OTHER APPLICABLE DESIGN STANDARDS AT THE TIME OF PLAN APPROVAL. IN THE EVENT OF CONFLICT BETWEEN ANY OF THESE STANDARDS, SPECIFICATIONS OR PLANS, THE MOST STRINGENT WILL GOVERN, UNLESS OTHERWISE NOTED IN THESE PLANS. 2.THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR HAVING VISITED THE SITE AND HAVING FAMILIARIZED THEMSELVES WITH THE EXISTING CONDITIONS PRIOR TO COMMENCING WORK. 3.ANY DISCREPANCIES, INCONSISTENCIES OR AMBIGUITIES FOUND BETWEEN THE DRAWINGS, SPECIFICATIONS, AND SITE CONDITIONS MUST BE IMMEDIATELY REPORTED TO THE ENGINEER IN WRITING. WORK DONE BY THE CONTRACTOR AFTER THE DISCOVERY OF SUCH DISCREPANCIES, INCONSISTENCIES, OR AMBIGUITIES WITHOUT WRITTEN CLARIFICATION FROM THE ENGINEER AND APPROVAL BY OWNER WILL BE DONE AT THE CONTRACTOR'S RISK AND EXPENSE. 4.THE CONTRACTOR WILL BE SOLELY RESPONSIBLE FOR JOBSITE SAFETY DURING CONSTRUCTION. WORK MUST COMPLY WITH MUNICIPAL, COUNTY AND STATE REGULATIONS, AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) STANDARDS. CONTRACTOR MUST COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OSHA ACT. 5.THE CONTRACTOR MUST CALL “811” FOR PROPER IDENTIFICATION OF EXISTING UTILITIES AT LEAST 72 HOURS PRIOR TO ANY DEMOLITION, GRADING, OR CONSTRUCTION ACTIVITY. 6.THE CONTRACTOR IS RESPONSIBLE FOR HORIZONTALLY AND VERTICALLY LOCATING, AND SUBSEQUENTLY PROTECTING, PUBLIC AND PRIVATE UTILITIES (SHOWN OR NOT SHOWN) THAT LIE IN OR ADJACENT TO THE PROJECT SITE. THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION OF EXISTING UTILITIES BEFORE COMMENCING WORK AND AGREES TO BE FULLY RESPONSIBLE FOR ANY DAMAGES WHICH MIGHT BE OCCASIONED TO THE UNDERGROUND UTILITIES. NOT ALL UTILITIES AND FACILITIES ARE NECESSARILY SHOWN. HAND DIGGING TO PROTECT UTILITIES FROM DAMAGE MAY BE REQUIRED. 7.ANY UTILITIES AND EXISTING SITE ELEMENTS (I.E. SIGNS, ROADWAYS, PATHS, STRUCTURES, NATURAL VEGETATION, OTHER EXISTING PROPERTY ITEMS, ETC.) DAMAGED DURING THE PROJECT BY THE CONTRACTOR'S WORKERS OR EQUIPMENT MUST BE PROMPTLY REPAIRED AT THE CONTRACTOR'S EXPENSE TO THE SATISFACTION OF THE OWNER, UTILITY OWNER, REGULATORY AGENCY, AND ENGINEER. 8.THE CONTRACTOR MUST MAKE EVERY EFFORT TO PRESERVE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES. A NORTH CAROLINA LICENSED LAND SURVEYOR MUST REPLACE, AT THE CONTRACTOR'S EXPENSE, PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINES OF REFERENCE AND CONSTRUCTION STAKES DESTROYED BY THE CONTRACTOR. 9.THE CONTRACTOR MUST PLAN AND CONSTRUCT WORK IN ORDER TO CAUSE MINIMUM DISTURBANCE TO THE OWNER, ADJACENT PROPERTIES AND THE PUBLIC. CONTRACTOR MUST COORDINATE WITH AND OBTAIN APPROVAL FROM STATE AND LOCAL REGULATORY AGENCIES ON TRAFFIC CONTROL PLANS. 10.ADJACENT STREETS AND SIDEWALKS MUST BE MAINTAINED IN AN UNOBSTRUCTED, CLEAN CONDITION, MUD AND DUST-FREE. 11.THE CONTRACTOR MUST REPLACE WITH NEW, DRIVEWAY PIPES AND OTHER DRAINAGE PIPES/CULVERTS THAT ARE DISTURBED WHILE INSTALLING THE UTILITIES. NEW PIPE/CULVERTS MUST MEET THE REQUIREMENTS OF NCDOT. 12.ROADWAY DITCHES DISTURBED DURING CONSTRUCTION MUST BE RESTORED TO PRE-CONSTRUCTION CONDITION OR BETTER AND CONFORM TO NCDOT REQUIREMENTS OR AUTHORITIES HAVING JURISDICTION. DITCHES MUST BE LINED WITH EROSION CONTROL MATTING UNLESS OTHERWISE NOTED. 13.EXCAVATED MATERIAL MUST BE PLACED WITHIN THE LIMITS OF DISTURBANCE DURING UTILITY INSTALLATION. THE CONTRACTOR MUST PROVIDE THE NECESSARY SEDIMENT AND EROSION CONTROL MEASURES TO CONTROL RUN-OFF. EXCESS EXCAVATED MATERIAL MUST BE REMOVED FROM THE CONSTRUCTION SITE AND DISPOSED OF LEGALLY. 14.THE CONTRACTOR MUST HAVE A COMPLETE SET OF CONTRACT DOCUMENTS AS WELL AS THE REQUIRED PERMIT APPROVALS AND EXECUTED EASEMENTS ON THE JOB SITE DURING CONSTRUCTION ACTIVITIES. 15.CONSTRUCTION STAKEOUT FOR THIS PROJECT MAY BE PERFORMED BY THE CONTRACTOR, USING A DIGITAL (CADD) FILE PROVIDED BY THE ENGINEER. THE CONTRACTOR MUST NOTIFY THE ENGINEER IMMEDIATELY OF ANY DISCREPANCIES FOUND BETWEEN THE DIGITAL FILE AND THE CRITICAL STAKING DIMENSIONS SHOWN ON THIS PLAN (I.E. PAVEMENT WIDTHS, CURB RADII, BUILDING SETBACKS, BUILDING FOOTPRINTS, ETC.). ANY MODIFICATIONS MADE BY OTHERS TO THE DIGITAL FILE PROVIDED BY THE ENGINEER WILL RENDER IT VOID. 16.WETLANDS SHOWN WILL HAVE DEED RESTRICTION AND MUST NOT BE CLEARED, DRAINED, OR OTHERWISE DISTURBED UNLESS SPECIFICALLY PERMITTED BY THE UNITED STATES ARMY CORPS OF ENGINEERS (USACE) AND NC DIVISION OF COASTAL MANAGEMENT (DCM) AND NC DIVISION OF WATER RESOURCES (DWR), AS APPLICABLE. 17.ANY WETLANDS THAT ARE TEMPORARILY IMPACTED DUE TO CONSTRUCTION ACTIVITIES MUST BE RETURNED TO PRE-CONSTRUCTION GRADE AND SEEDED WITH A WETLAND SEED MIX IN ACCORDANCE WITH THE SEDIMENT & EROSION CONTROL PLAN. 18.THE CONTRACTOR MUST FURNISH AND INSTALL PAVEMENT MARKINGS FOR FIRE LANES, PARKING STALLS, ACCESSIBLE PARKING SYMBOLS, AND MISCELLANEOUS STRIPING WITHIN PARKING LOT AND AROUND BUILDINGS AS SHOWN ON THE PLANS. THE PAVEMENT MARKING MATERIALS MUST ADHERE TO NCDOT STANDARDS, UNLESS NOTED OTHERWISE. 19.THE CONTRACTOR MUST COMPLY WITH MUTCD, NEW HANOVER COUNTY, AND NCDOT REQUIREMENTS, AS APPLICABLE RELATED TO TRAFFIC CONTROL DEVICES AND STREET SIGNS. 20.ACCESSIBLE ROUTES AND PARKING AREAS MUST BE PROVIDED IN ACCORDANCE WITH THE CURRENT NORTH CAROLINA BUILDING CODE AND ADA STANDARDS FOR ACCESSIBLE DESIGN. 21.WHERE THE PROPOSED CURB AND GUTTER TIES TO THE EXISTING CURB OR CURB AND GUTTER, A TRANSITION OF 10' MUST BE MADE TO CONFORM TO THE EXISTING HEIGHTS AND SHAPES, UNLESS OTHERWISE SHOWN ON THE PLANS. 22.THE CONTRACTOR MUST INSTALL A SEALED EXPANSION JOINT WHERE CONCRETE PAVEMENT ABUTS BACK OF CURB OR BUILDING FOUNDATION. 23.THERE ARE NO KNOWN U.S. LISTED DEPARTMENT OF INTERIOR'S NATIONAL REGISTER OF HISTORICAL PLACES, "HISTORICAL PROPERTY" PURSUANT TO G.S. CHAPTER 160A, ARTICLE 19, PART 3 ,OR A "HISTORIC DISTRICT" DESIGNATED BY A LOCAL ORDINANCE PURSUANT TO G.S. CHAPTER 160A-400.4 WITHIN THIS PROJECT. 24.REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC. 25.CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. 26.CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT. 27.ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE OR BURNED IF PROPER PERMITS ARE RECEIVED. 28.ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK. 29.CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 FOR ASSISTANCE IN LOCATING UTILITIES. THE CONTRACTOR SHALL CALL AT LEAST 72 HOURS PRIOR TO ANY DIGGING. 30.ALL PAVEMENT MARKINGS IN PUBLIC RIGHT-OF-WAYS AND FOR DRIVEWAYS ARE TO BE THERMOPLASTIC AND MEET COUNTY AND/OR NCDOT STANDARDS. 31.ALL SIGNS AND PAVEMENT MARKINGS IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD (MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS. 32.ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER IN ACCORDANCE WITH MUTCD STANDARDS. 33.ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE THERMOPLASTIC. 34.ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING SHALL BE REPLACED BY THE CONTRACTOR AT NO COST TO THE OWNER. 35.DURING CONSTRUCTION, COPIES OF NPDES AND SIMILAR MAINTENANCE REPORTS ARE TO BE SUBMITTED TO THE CITY ON AT LEAST A QUARTERLY BASIS. AFTER PROJECT COMPLETION, THE HOMEOWNERS ASSOCIATION WILL TAKE RESPONSIBILITY OF SUBMITTING SUCH MAINTENANCE REPORTS TO THE COUNTY. 36.THE INSTALLATION OF ANY SIGN WILL BE SUBJECT TO THE STANDARDS OUTLINED IN SECTION 5.6 OF THE UDO AND ADDITIONAL STANDARDS ARE IN 3.5.3 OF THE UDO DEMOLITION NOTES: 1.THE CONTRACTOR MUST COORDINATE WITH THE OWNER AND UTILITY OWNER TO PROPERLY MAINTAIN, REMOVE OR RELOCATE EXISTING UTILITY SERVICE CONNECTIONS WHEN NECESSARY. 2.THE CONTRACTOR MUST NOTIFY SURROUNDING NEIGHBORS ABOUT ANY POTENTIAL INTERRUPTION TO SERVICE OF ANY KIND. 3.EXISTING UTILITIES NOT INTENDED FOR DEMOLITION MUST BE MAINTAINED, PROTECTED AND UNDISTURBED DURING CONSTRUCTION ACTIVITIES. 4.THE CONTRACTOR MUST PROTECT ADJACENT PROPERTY, STRUCTURES AND UTILITIES. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE CONTRACTOR'S ACTIVITIES WILL BE AT THE CONTRACTOR'S EXPENSE AND MUST BE REPLACED BY THE CONTRACTOR TO THE SATISFACTION OF THE OWNER. 5.MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK WILL BECOME THE PROPERTY OF THE CONTRACTOR, UNLESS OTHERWISE NOTED AND MUST BE PROPERLY DISPOSED OF OFF-SITE. 6.SAW CUTS OF EXISTING PAVEMENTS, CURBS, GUTTERS AND SIDEWALKS MUST PRODUCE A NEAT VERTICAL EDGE. 7.DEMOLITION WORK MUST BE DONE IN STRICT ACCORDANCE WITH AUTHORITIES HAVING JURISDICTION. 8.APPLICABLE PERMITS REQUIRED FOR THE DEMOLITION WORK WILL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN PRIOR TO THE START OF DEMOLITION ACTIVITIES. STORM DRAINAGE NOTES: 1.CONSTRUCTION AND MATERIALS MUST BE IN ACCORDANCE WITH CURRENT NEW HANOVER COUNTY STANDARDS AND NCDOT STANDARD SPECIFICATIONS AND DETAILS. 2.PUBLIC STORM DRAINAGE FRAMES, GRATES, AND HOODS MUST BE STAMPED WITH “DRAINS TO RIVER” IN ACCORDANCE WITH NEW HANOVER COUNTY AND NCDOT STANDARDS. 3.RIM ELEVATION GIVEN FOR CATCH BASIN (CB) IS TOP OF CURB, YARD INLET (YI) IS OPENING INVERT FOR SLAB TOP, DROP INLET (DI) IS TOP OF GRATE AND JUNCTION BOX (JB) IS TOP OF RIM. 4.CONTRACTOR MUST VERIFY AND COORDINATE DIMENSIONS SHOWN, INCLUDING, BUT NOT LIMITED TO THE HORIZONTAL AND VERTICAL LOCATION OF STRUCTURES AND UTILITIES CROSSING THE STORM SEWER PIPE. 5.THE CONTRACTOR MUST PROVIDE MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE STORM SEWER DRAINAGE SYSTEM. 6.STORM SEWER PIPE MUST BE MINIMUM CLASS III REINFORCED CONCRETE PIPE (RCP), UNLESS OTHERWISE NOTED. IF HDPE PIPE IS SPECIFIED, PIPE MUST BE TYPE S WATERTIGHT (WT) CONFORMING TO AASHTO M252/M294. 7.IF THERE ARE DISCREPANCIES BETWEEN THE PLAN AND FIELD CONDITIONS RELATED TO WHERE THE PROPOSED STORM SEWER PIPING TIES TO EXISTING STRUCTURES, PIPES, SWALES, ETC., THE CONTRACTOR MUST IMMEDIATELY NOTIFY THE ENGINEER AND OWNER. AFTER NOTIFICATION TO THE ENGINEER AND OWNER, THE CONTRACTOR WILL PERFORM THE AGREED UPON FIELD ADJUSTMENTS TO MATCH THE LOCATIONS OF THESE EXISTING FEATURES. 8.STORM SEWER PIPE MUST HAVE A MINIMUM COVER OF 2 FEET FROM FINISHED SUBGRADE TO THE PIPE CROWN IN TRAFFIC BEARING AREAS, UNLESS APPROVED BY AUTHORITIES HAVING JURISDICTION. 9.STORM SEWER PIPE MUST HAVE A MINIMUM COVER OF 1 FOOT TO THE PIPE CROWN IN NON-TRAFFIC BEARING AREAS. 10.THE STORM PIPE LENGTHS AS SHOWN ON THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO CENTER OF THE RESPECTIVE STRUCTURES. 11.STORM SEWER UTILITY STRUCTURE TABLES ARE AVAILABLE UPON REQUEST. 12.PLANTING MUST BE INSTALLED DURING THE IDEAL SEASON BASED ON THE TYPE OF PLANT. 13.PLANTS THAT ARE UNABLE TO BE IMMEDIATELY PLANTED MUST BE STORED IN A PROTECTED AREA OUT OF DIRECT SUN AND WIND. PLANTS MUST BE EVENLY AND CONSISTENTLY WATERED, AS NEEDED, TO PREVENT DRYING OF ROOTS. ROOT BALLS OF B&B STOCK MUST BE COVERED WITH AT LEAST 4 INCHES OF HARDWOOD MULCH TO MAINTAIN MOISTURE IN ROOTS. 14.THE CONTRACTOR WILL VERIFY PLANT QUANTITIES SHOWN ON PLANS AND CLARIFY ANY DISCREPANCIES WITH LANDSCAPE ARCHITECT PRIOR TO PURCHASING PLANTS. THE CONTRACTOR MUST TAG APPLICABLE TREES (AS DESIGNATED IN THE MASTER PLANT LIST) AT THE NURSERY FOR APPROVAL BY THE LANDSCAPE ARCHITECT PRIOR TO PURCHASING PLANTS. 15.THE LANDSCAPE ARCHITECT MUST BE NOTIFIED IN WRITING OF ANY PROPOSED PLANT SUBSTITUTIONS BY THE CONTRACTOR. NO SUBSTITUTIONS WILL BE MADE UNDER ANY CIRCUMSTANCES WITHOUT PRIOR APPROVAL BY THE LANDSCAPE ARCHITECT OR OWNER'S REPRESENTATIVE. 16.PLANTS AND PLANTING BEDS ARE TO BE LOCATED BY SCALED DIMENSIONS FROM BUILDINGS, CURBS, PAVEMENTS, ETC. SPECIFIC ATTENTION MUST BE GIVEN TO ENSURE THAT PLANTS INDIVIDUALLY SHOWN ON THE PLAN ARE ACCURATELY LOCATED. LOCATION OF PLANTS WILL BE REVIEWED IN THE FIELD BY THE LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. CONTRACTOR MUST PROVIDE 48 HOURS NOTICE FOR REVIEW. 17.NO PLANTINGS WILL BE REQUIRED WHEN A PRESERVED WETLAND OR REQUIRED RIPARIAN BUFFER EXISTS WITHIN A REQUIRED BUFFER YARD. 18.EXISTING SIGNIFICANT VEGETATION THAT IS PRESERVED WITHIN ANY REQUIRED BUFFER YARD WILL BE CREDITED TOWARD STANDARDS FOR THE TYPE OF BUFFER REQUIRED AT THE TIME OF MUNICIPAL APPROVALS. IF EXISTING VEGETATION DOES NOT FULLY MEET THE STANDARDS FOR THE TYPE OF BUFFER REQUIRED, SUPPLEMENTAL VEGETATION AND/OR SITE FEATURES (INCLUDING FENCES) WILL BE PLANTED OR INSTALLED WITHIN THE REQUIRED BUFFER AREA TO MEET MINIMUM STANDARDS. 19.A PRE-EMERGENT HERBICIDE MUST BE APPLIED TO NEW PLANTING BEDS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND ALLOWED TO DISSIPATE PRIOR TO INSTALLATION OF ANY PLANT MATERIAL. 20.LANDSCAPE AREAS ARE TO BE GRADED FOR POSITIVE DRAINAGE AND TO ENSURE NO STANDING WATER. SEE GRADING PLAN FOR SPECIFIC GRADING INFORMATION. CONTRACTOR MUST NOTIFY LANDSCAPE ARCHITECT AND/OR ENGINEER OF ANY GRADING DISCREPANCIES OR CONCERNS. 21.ESTABLISH AND MAINTAIN TOP OF GRADE BELOW ADJACENT CURBS, WALKWAYS AND OTHER HARDSCAPE AREAS TO ALLOW FOR THE INSTALLATION OF MULCH. 22.PLANTING BEDS ARE TO BE COVERED WITH MULCH TO A MINIMUM DEPTH OF 2-3 INCHES, UNLESS INDICATED OTHERWISE. MULCH MUST BE AS SELECTED BY THE LANDSCAPE ARCHITECT. THE CONTRACTOR MUST SUBMIT A SAMPLE FOR APPROVAL BY LANDSCAPE ARCHITECT PRIOR TO PURCHASE AND DELIVERY TO PROJECT SITE. 23.FINISH OFF 2-4 FOOT CLEAR ZONE AROUND TREES WITH A 2-3-INCH LAYER OF MULCH, BUT DO NOT PLACE UP AGAINST OR MOUND AROUND THE ROOT FLARE. 24.MIXED GROUNDCOVER AND PLANTS SPECIFIED FOR MASS PLANTINGS MUST BE PLANTED IN ODD GROUPINGS AND LOCATED AS REQUIRED TO PROVIDE A GENERAL MIXING OF SPECIES. DO NOT PLANT IN ROWS OR REPETITIVE PATTERNS UNLESS OTHERWISE DIRECTED. 25.TREES ADJACENT TO PEDESTRIAN WALKWAYS AND IN SIGHT TRIANGLES MUST BE UNDER-TRIMMED SUFFICIENTLY TO ALLOW CLEAR SIGHT AND PEDESTRIAN ACCESS UP TO 6 FEET ABOVE SIDEWALK ELEVATION. PRUNING MUST BE PERFORMED BY A CERTIFIED ARBORIST AND ADHERE TO THE ANSI A300 PRUNING STANDARD. PRUNING CUTS ARE TO BE DELIBERATE AND TARGETED ONLY TO THE NECESSARY BRANCHES IN ORDER TO SATISFY SIGHT AND CLEARANCE REQUIREMENTS WHILE MAINTAINING THE INTEGRITY OF THE TREES. 26.THE SITE MUST BE STABILIZED PRIOR TO THE ISSUANCE OF A CERTIFICATE OF OCCUPANCY (CO). 27.THE CONTRACTOR IS RESPONSIBLE FOR FULLY MAINTAINING PLANTING (INCLUDING, BUT NOT LIMITED TO WATERING, MULCHING, SPRAYING, FERTILIZING, ETC.) OF THE PLANTING AREAS UNTIL FINAL ACCEPTANCE. 28.ANY PLANT WHICH DIES, TURNS BROWN OR DEFOLIATES PRIOR TO FINAL ACCEPTANCE OF THE WORK MUST BE PROMPTLY REMOVED FROM THE SITE AND REPLACED WITH MATERIAL OF THE SAME SPECIES, IN ACCORDANCE WITH THE APPROPRIATE PLANTING SEASON; QUANTITY AND SIZE TO MEET PLAN SPECIFICATIONS. TREE PROTECTION NOTES: 1.TREES THAT ARE TO REMAIN, WITHIN OR DIRECTLY ADJACENT TO THE LIMITS OF WORK, MUST BE PROTECTED WITH TREE PROTECTION FENCE AS INDICATED ON THE PLANS TO THE EXTENT OF THE TREE BOX OR THE DRIP LINE IN A PLANTING STRIP. THE DRIP LINE IS DEFINED AS THE GROUND AREA UNDER THE CANOPY OF THE TREE. FENCING IS TO BE INSTALLED PRIOR TO CONSTRUCTION, MAINTAINED THROUGHOUT, AND REMOVED ONLY AT THE END OF THE PROJECT. 2.NONE OF THE FOLLOWING WILL OCCUR WITHIN THE ROOT ZONE OF A TREE WITHOUT PERMISSION OF LANDSCAPE ARCHITECT OR PROJECT ARBORIST: ALTERATION OR DISTURBANCE TO EXISTING GRADE; STAGING OR STORAGE OF CONSTRUCTION MATERIALS, EQUIPMENT USE, SOIL OR DEBRIS REMOVAL OR STOCKPILING; TRENCHING; OR DISPOSAL OF ANY LIQUIDS. 3.APPROVED EXCAVATIONS WITHIN THE DRIP LINE MUST PROCEED WITH CARE BY USE OF HAND TOOLS OR EQUIPMENT THAT WILL NOT CAUSE INJURY TO TREE TRUNKS, BRANCHES AND ROOTS. 4.NO ROOTS GREATER THAN 2 INCHES IN DIAMETER WILL BE CUT WITHOUT PERMISSION OF LANDSCAPE ARCHITECT OR PROJECT ARBORIST. EXPOSED ROOTS 2 INCHES AND LARGER IN DIAMETER MUST BE WRAPPED IN BURLAP OR OTHER APPROVED MATERIAL AND KEPT MOIST. 5.IF THERE ARE ANY TREE CONFLICTS ON THIS JOB SITE, PERMIT HOLDER MUST SUSPEND WORK THAT CONTRIBUTES TO THE CONFLICT AND IMMEDIATELY CONTACT LANDSCAPE ARCHITECT OR PROJECT ARBORIST FOR DIRECTION AND CLEARANCE TO CONTINUE THE CONFLICTING WORK. 6.TREES THAT ARE PROTECTED MUST BE THOROUGHLY WATERED AS REQUIRED TO KEEP ROOT BALLS FROM DRYING OUT, ESPECIALLY BETWEEN APRIL THROUGH SEPTEMBER. UTILITY NOTES: 1.FOR THE PURPOSES OF THESE DOCUMENTS, THE TERMS WATERLINE AND WATER MAIN SHALL BE CONSIDERED SYNONYMOUS AND USED INTERCHANGEABLY. 2.GENERALLY, FILL MATERIAL MUST BE IN PLACE AND COMPACTED BEFORE THE INSTALLATION OF THE PROPOSED UTILITIES. 3.APPLICABLE INSPECTIONS, CERTIFICATIONS, AND TESTING REQUIRED BY CODES AND UTILITY SERVICE COMPANIES MUST BE PERFORMED PRIOR TO MUNICIPAL APPROVAL FOR THE FINAL CONNECTION OF SERVICE. THE CONTRACTOR WILL BE RESPONSIBLE FOR PAYMENT OF TESTING SERVICES AND COORDINATION WITH UTILITY OWNER. COPIES OF THE APPLICABLE INSPECTIONS, CERTIFICATIONS, AND TESTING MUST BE PROVIDED TO THE OWNER. 4.ALL TESTING MUST BE WITNESSED BY THE ENGINEER. THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH THE ENGINEER TO SCHEDULE OBSERVATIONS AND SHOULD PROVIDE A MINIMUM 48 HOURS' NOTICE. 5.THE CONTRACTOR MUST PROVIDE THE MATERIALS AND APPURTENANCES NECESSARY FOR COMPLETE INSTALLATION OF THE IMPROVEMENTS SHOWN. 6.THE CONTRACTOR MUST INSTALL THRUST BLOCKS ON WATER LINE FITTINGS (BENDS, TEES, END CAPS, ETC.) AND VALVES UNLESS THE JOINTS ARE RESTRAINED. 7.THE CONTRACTOR MUST REPORT IN WRITING ANY UTILITY CONFLICTS TO THE ENGINEER IMMEDIATELY UPON DISCOVERING CONFLICTS. 8.THE SANITARY SEWER PIPE LENGTHS AS SHOWN ON THE DRAWINGS REPRESENTS THE DISTANCE FROM CENTER TO CENTER OF THE RESPECTIVE STRUCTURES. 9.PRIOR TO UTILITY RELOCATION, REMOVAL OR ABANDONMENT, THE CONTRACTOR MUST COORDINATE WITH THE LOCAL UTILITY PROVIDERS, LOCAL MUNICIPALITY, AND NCDOT, AS APPLICABLE. 10.THE CONTRACTOR MUST NOTIFY SURROUNDING NEIGHBORS ABOUT ANY POTENTIAL INTERRUPTION TO SERVICE OF ANY KIND. 11.THE CONTRACTOR MUST MAINTAIN A MINIMUM COVER OF 3 FEET ON PROPOSED WATER LINES. THREE FEET WILL BE MEASURED TO THE BOTTOM OF THE PROPOSED SUBGRADE WITHIN PAVED AREAS. 12.THE CONTRACTOR MUST MAINTAIN A MINIMUM COVER OF 3 FEET ON PROPOSED SANITARY LINES. THREE FEET WILL BE MEASURED TO THE BOTTOM OF THE PROPOSED SUBGRADE WITHIN PAVED AREAS. 13.THE CONTRACTOR MUST MAINTAIN SEPARATION OF WATER MAIN FROM SANITARY SEWER PIPING IN ACCORDANCE WITH THOSE DISTANCES SPECIFIED BY STATE AND/OR LOCAL CODE OR A MINIMUM OF 10 FEET HORIZONTAL OR 18 INCHES VERTICAL DISTANCE. 14.FIRE HYDRANTS MUST BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CONSTRUCTION DETAIL AND THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 15.THE CONTRACTOR MUST COORDINATE WITH UTILITY COMPANIES FOR THE INSTALLATION OF PROPOSED POWER AND COMMUNICATION LINES AND ASSOCIATED APPURTENANCES. EROSION & SEDIMENT CONTROL NOTES: 1.THE CONTRACTOR MUST INSTALL EROSION CONTROLS IN ORDER WITH THE SEQUENCE PROVIDED. 2.THE CONTRACTOR MUST ENSURE GRADING OPERATIONS ARE CONDUCTED IN A MANNER THAT DOES NOT ALLOW ANY SEDIMENT TO DRAIN OFFSITE OR INTO WATERCOURSES. 3.A GRAVEL CONSTRUCTION ENTRANCE MUST BE CONSTRUCTED AT THE LOCATIONS SHOWN ON THE DRAWINGS AND AT EACH POINT OF CONSTRUCTION ACCESS. 4.THE CONTRACTOR MUST CONSTRUCT DIVERSION DITCHES AS NECESSARY TO ENSURE SEDIMENT IS DIRECTED INTO EROSION CONTROL MEASURES. 5.IF STORM CROSS DRAINAGE CANNOT BE INSTALLED PRIOR TO GRADING, TEMPORARY HDPE STORM DRAINAGE PIPE MUST BE USED TO CROSS WET WEATHER CHANNELS, EXCLUDING ANY PROTECTED WETLANDS OR STREAMS. 6.STORM DRAINAGE PIPE MUST BE PROTECTED AS SHOWN ON THE PLANS DURING CONSTRUCTION. 7.THE CONTRACTOR MUST PROVIDE RIPRAP LINED DISSIPATOR PADS AT THE STORM DRAINAGE PIPE DISCHARGE POINTS AS REQUIRED TO ENSURE POSITIVE DRAINAGE. SEE PLANS FOR DIMENSIONS AND DETAILS. 8.TO AVOID SLOPE EROSION, THE CONTRACTOR MUST INSTALL TEMPORARY SLOPE DRAINS PER DETAIL AT LOCATIONS INDICATED AND WHERE TEMPORARY DIVERSION DITCHES DISCHARGE INTO A SKIMMER BASIN. 9.TO AVOID SLOPE EROSION, RUNOFF MUST NOT BE ALLOWED TO FLOW OVER THE TOP OF FILL SLOPES. THE CONTRACTOR MUST MAINTAIN DIVERSION DITCHES ALONG THE TOP OF FILL SLOPES AS FILL IS BEING PLACED. 10.PERMANENT GROUND COVER MUST BE ESTABLISHED PER APPROVED NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES) PERMIT. 11.THE CONTRACTOR MUST PROVIDE DUST CONTROL, INCLUDING WETTING DOWN THE SITE, AS REQUIRED TO LIMIT DISTURBANCE TO ADJACENT SITES. 12.TREE PROTECTION FENCING MUST BE INSTALLED AND INSPECTED PRIOR TO THE ISSUANCE OF A GRADING PERMIT. FENCING WILL NOT BE REQUIRED ADJACENT TO AREAS WITHOUT WOODED VEGETATION. FENCING MUST BE MAINTAINED ON THE SITE UNTIL THE SITE WORK IS COMPLETED AND THE FINAL SITE INSPECTION SCHEDULED FOR CERTIFICATE OF OCCUPANCY (CO). THE FENCING MUST BE REMOVED PRIOR TO THE FINAL SITE INSPECTION FOR THE CO. 13.THE EROSION CONTROL MEASURES SHOWN ARE THE MINIMUM REQUIRED TO SATISFY THE PERMIT REQUIREMENTS. ADDITIONAL CONTROLS MAY BE NECESSARY TO ACCOUNT FOR CHANGING SITE CONDITIONS. 14.THE CONTRACTOR MUST MAINTAIN AND REPAIR THE EROSION AND SEDIMENTATION CONTROL MEASURES SHOWN TO ENSURE CONTINUED PERFORMANCE OF THEIR INTENDED FUNCTION. 15.NO LAND DISTURBANCE IS PERMITTED BEYOND THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. 16.IF THE SAME PERSON CONDUCTS THE LAND-DISTURBING ACTIVITY & ANY RELATED BORROW OR WASTE ACTIVITY, THE RELATED BORROW OR WASTE ACTIVITY SHALL CONSTITUTE PART OF THE LAND-DISTURBING ACTIVITY UNLESS THE BORROW OR WASTE ACTIVITY IS REGULATED UNDER THE MINING ACT OF 1971, OR IS A LANDFILL REGULATED BY THE DIVISION OF WASTE MANAGEMENT. IF THE LAND DISTURBING ACTIVITY AND ANY RELATED BORROW OR WASTE ACTIVITY ARE NOT CONDUCTED BY THE SAME PERSON, THEY SHALL BE CONSIDERED SEPARATE LAND-DISTURBING ACTIVITIES AND MUST BE PERMITTED EITHER THROUGH THE SEDIMENTATION POLLUTION CONTROL ACT AS A ONE-USE BORROW SITE OR THROUGH THE MINING ACT. 17.THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT AN EROSION CONTROL PERMIT AND ANY OTHER RELATED PERMITS ARE SECURED FOR ANY OFF-SITE WASTE OR BORROW AREAS. UNLESS OTHERWISE STATED IN THE PROJECT DOCUMENTS, THE CONTRACTOR IS RESPONSIBLE FOR SECURING APPLICABLE AGREEMENTS WITH LANDOWNERS FOR THE PLACEMENT OF WASTE SOIL OR REMOVAL OF BORROW. OFF-SITE PERMITS AND AGREEMENTS MUST EXIST PRIOR TO CONSTRUCTION ACTIVITIES ON WASTE OR BORROW AREAS. COPIES OF PERMITS AND AGREEMENTS MUST BE PROVIDED TO THE OWNER AND ENGINEER. 18.SOILS CONTAMINATED WITH ANY CHEMICAL, METAL OR PETROLEUM CONTAMINATION MUST NOT BE TRANSPORTED ONTO THE PROPERTY AS BORROW / FILL SOILS. CONTAMINATED SOILS, IF DISCOVERED ON THE PROPERTY MUST NOT BE TRANSPORTED OFFSITE WITHOUT TESTING, PERMITTING AND/OR OTHER REGULATORY APPROVALS COMMENSURATE WITH THE TYPE OF CONTAMINATION AND LOCATION. FIRE & LIFE SAFETY NOTES: 1.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FIRE DEPARTMENT CONNECTION (FDC) OR FIRE HYDRANTS. A 3-FOOT (3') CLEAR SPACE MUST BE MAINTAINED AROUND THE CIRCUMFERENCE OF ANY HYDRANT, FDC OR OTHER FIRE DEPARTMENT EQUIPMENT. 2.FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT. 3.FIRE HYDRANTS MUST BE INSTALLED IN ACCORDANCE WITH THE APPLICABLE CONSTRUCTION DETAIL AND THE REQUIREMENTS OF THE AUTHORITIES HAVING JURISDICTION. 4.A MINIMUM OF FIVE FEET (5') MUST SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER MAINS FROM OTHER UNDERGROUND UTILITIES. 5.NEW HYDRANTS MUST BE OPERABLE PRIOR TO CONSTRUCTION OF THE BUILDING(S). 6.HYDRANT MUST BE WITHIN 100' OF THE FDC (MEASURED AS THE TRUCK DRIVES FOR PRACTICAL USE). 7.THE CONTRACTOR MUST MAINTAIN AN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES DURING CONSTRUCTION AS SHOWN ON THE PLANS. 8.ADDITIONAL FIRE PROTECTION AND ACCESSIBILITY REQUIREMENTS MAY BE REQUIRED DUE TO ANY SPECIAL CIRCUMSTANCES CONCERNING THE PROJECT. 9.ISOLATION VALVES WITHIN THE “HOT BOX” MUST BE ELECTRICALLY SUPERVISED. THE CONTRACTOR MUST WORK WITH THE FIRE SPRINKLER AND ALARM INSTALLER IN REGARD TO RUNNING WIRE FOR TAMPER SWITCH. 10.ROADWAYS AND BUILDINGS MUST BE CAPABLE OF SUPPORTING FIRE APPARATUS DURING CONSTRUCTION. 11.FIRE FLOW ANALYSIS MUST BE PROVEN AT TIME OF BUILDING PERMITS PER NORTH CAROLINA FIRE PROTECTION CODE (NCFPC), SECTION 507.3, LATEST EDITION. THIS IS THE AVAILABLE FIRE FLOW FROM THE HYDRANT AND THE MINIMUM REQUIRED FIRE FLOW CALCULATION FROM NCFPC APPENDIX B OR OTHER APPROVED METHOD. J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 0 . 0 1 G E N E R A L N O T E S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 2 7 : 1 9 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP GENERAL NOTES C0.01 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 INITIAL PLAN DATE: 11/09/2025 REVISIONS: WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S 36 36 363 6 37 3 7 37 3 7 3838 38 38 3838 38 38 3 8 38 38 38 383838 383838 3 8 38 38 38 3939 39 3 9 39 39 39 39 39 39 3939 3 9 39 39 39 3 9 39 39 39 39 39 39 4040 40 4 0 40 40 40 40 40 40 40 40 40 404040 40 40 40 40 40 40 40 40 40 4 0 40 40 40 40 40 4141 41 4 1 41 41 41 41 41 41 4141 41 41 4 141 41 41 4141 4 1 4 1 41 41 4 1 41 41 41 41 41 41 41 41 41 41 41 42 42 42 42 4242 42 4 2 42 42 42 42 42 42 42 42 42 42 42 42 42 42 4343 43 43 434343 4 3 43434343 4 3 43 43 43 43 43 43 43 43 43 43 43 43 43 4 3 43 4 4 4 4 4 4 44 4444 44 44 44 44 44 44 4 4 44 4 4 44 44 44 4 4 4 4 44 44 4 4 44 4 4 44 4 4 44 4545 4545 4545 45 4 5 45 45 45 45 45 4545 45 45 45 454545 4 5 45 4 5 45 45 45 45 46 46 4 646 4 6 46 4646 46 4646 46 4 6 46 4 6 4 6 46 47 47 474 7 474 747 47 O O O O OOOOOOOOO O O O O O O O O O O O O O O O O O O O XX X X XX XX XX X X X X XX E CLASS ROCK 60' X 39' PICNIC SHELTER ON CONCRETE SLAB EXISTING BALL FIELD SAND VOLLEYBALL COURT BUSHES G G G G G G G G G G G G G E E E E E E E E EEE E E E E E E EEE W W W BF T SLAB ELEV=44.9' CH A P R A D R I V E PRIV A T E 6 0 ' R / W MB 2 8 , P G 1 8 2 MB 5 1 , P G 3 5 7 O OOO O O O O O O O O O O O O O O O O O O O O OOOO OOOOOO O O O O O O O O OOOOOOOOOOOO O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O O XX XX XX XX O O O O LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA L A LA LA LA LA LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S SS SS SS SS S S SS S S S S SS SS SS SS SS SS SS E OH E OH E OH E OH E OH E OHE OHE OHE SS SS SS SS SS SS SS SS CONC. MAINT.BLDG FFE=44.6' OUTLETSTRUCTURERIM=39.35'INV 24"RCP=36.37' TS BUSHES BUSHES SDSD SS SS SS SD SD SD SD 24 " R C P INV FES=35.98' SD SD SD SD 48" RCP TFO TFO TF O TF O TF OTV TV TH EE T T (TIE LINE) 4" PVCPIPE 6' C H A I N - L I N K F E N C E 6" C P P 9.5 ' C H A I N - L I N K F E N C E LA O O O O O O O O OOO O O O O OOOOOOO O O O O O O O O O O O OOO O O O L A SDSD SD SD SD S D SD SD S D SDSDSD SD SD SD S D LA LA LA LALA LA LA LA LA S LA LA OOOOOOO O O O O O O O O O O O OOO O O O SD SD SD SD SD SD SD SD SD OOOOOOOOOOOOOOO O O OOOOOOO O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOO O O O O O O O OOOOOO O O O O O O O O LALALA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA OO O O O O O O O O O OOOOOOO LA LA LALA LA LA LA LA SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D SD SD O O O O OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD O O O O O O O O O O O O O O OOOO OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO O O O O O O O O OOOOO O O O O O O O O O O O O O S SS SS SS SS S S S S S O O O O O O O O O O O O O O OOOO LA LA LA LA LA LA OOOOOOOOOOO O O O O O O O O O O O OOOOOOOOOO LA LA LALA LA LA LA LA LA LA LA LA XX XX XX XX XX O LA LA LALA LA LA LA LA LA LA L A L A LA LALA OHE OHE ALUM. RAMP SD SD SD SD S D 8" CPP SD SD SD SD OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E E E RAMP DR O P O F F AR E A DRO P O F F ARE A DRO P O F F ARE A OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E BEN C H WOODSANDBOX FLAG POLE W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWW W WW NC 1 3 2 C O L L E G E R O A D SATARA DR CH A P R A D R OAKCLIFF DR PINECLIFF DR BF N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/F ANDRE ADAMS DB 6643, PG 2350 P.I.D. #R06618-006-010-000 ZONING: R-15 N/F CHESTER & EILEEN LANGLEY DB 5598 PG 1284 P.I.D. #R06618-006-006-000 ZONING: R-15 N/F JOHN Q ALLEN DB 9911 PG 617 P.I.D. #R06618-006-005-000 ZONING: R-15 N/F TREVOR & MARINA LANPHEAR DB 5817 PG 491 P.I.D. #R06618-006-007-000 ZONING: R-15 N/F DONALD & LINDA STAKER DB 6261 PG 453 P.I.D. #R06618-006-016-000 ZONING: R-15 N/F CHRISTOPHER & NINA KELSON DB 6673 PG 2660 P.I.D. #R06618-006-004-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R06618-006-008-000 ZONING: R-15 ±436,251 FT² OR ±10.015 ACRES N/F TRECA HOLDINGS, LLC DB 6171 PG 272 P.I.D. #R07100-003-053-000 ZONING: B-1 N/F SCOTT & MEEGHAN AIMONE DB 6604 PG 2536 P.I.D. #R07106-003-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5352 PG 1984 P.I.D. #R06618-006-017-000 ZONING: R-15 N/F DOMENICK & CATERINA RELLA DB 5236 PG 489 P.I.D. #R06618-006-014-000 ZONING: R-15 N/F CRAIG & SUZANNE DB 6349 PG 1287 P.I.D. #R06618-006-001-000 ZONING: R-15 N/F KENNETH & ROBERTA DANFORD DB 1422 PG 1418 P.I.D. #R06618-006-003-000 ZONING: R-15 N/F MICHAEL & HANNA BOXER DB 5321 PG 1685 P.I.D. #R07106-003-005-000 ZONING: R-15 N/F SUSAN G SOBOL DB 6584 PG 228 P.I.D. #R07106-003-002-000 ZONING: R-15 N/F SUS A N G S O B O L DB 6 5 8 4 P G 2 2 8 P.I. D . # R 0 6 6 1 8 - 0 0 6 - 0 1 2 - 0 0 0 ZON I N G : R - 1 5 N/F WILLIAM & LINDA HILL DB 1761 PG 828 P.I.D. #R06618-006-002-000 ZONING: R-15 N/F SUS A N G S O B O L DB 6 5 8 4 P G 2 2 8 P.I.D . # R 0 6 6 1 8 - 0 0 6 - 0 1 5 - 0 0 0 ZO N I N G : R - 1 5 N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/F SCOTT & MEEGHAN AIMONE DB 6631 PG 907 P.I.D. #R07106-003-009-001 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5496 PG 932 P.I.D. #R06618-006-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R07100-003-052-000 ZONING: B-1 ±154273 FT² OR ±0.351 ACRES N/F CAPE FEAR ACADEMY ETAL DB 6568 PG 2301 P.I.D. #R07100-003-052-002 ZONING: B-1 N/F CAPE FEAR ACADEMY ETAL DB 6568 PG 2301 P.I.D. #R07100-003-053-001 ZONING: B-1 BASKETBALL COURT O O OO ON L Y S0 1 ° 2 0 ' 3 1 " W 69 9 . 9 9 ' S0 1 ° 2 3 ' 0 1 " W 38 5 . 9 9 ' S0 1 ° 2 4 ' 3 8 " W 15 8 . 6 3 ' N88°42'31"W 163.25' S2 6 ° 0 1 ' 1 0 " W 27 . 9 0 ' S0 9 ° 4 0 ' 4 7 " W 97 . 3 0 ' S67° 5 8 ' 5 3 " E 201. 9 4 ' S0 0 ° 5 2 ' 3 2 " W 64 . 3 3 ' N67° 5 7 ' 4 8 " W 150. 2 5 'N26 ° 0 8 ' 0 5 " E 245 . 8 2 ' N78°19'50 " W 561.31' N0 1 ° 2 2 ' 0 3 " E 31 3 . 8 5 ' N88°36'58"W 203.72' S0 2 ° 1 9 ' 5 6 " W 22 9 . 2 5 ' N75°18 ' 4 8 " W 178.29' N75°30' 4 6 " W 27.73' N74°5 3 ' 0 8 " W 163.50' N 4 8 ° 4 6 ' 4 8 " W 69 . 6 3 ' N 4 8 ° 0 8 ' 1 9 " W 34 2 . 7 8 ' N2 1 ° 0 9 ' 2 9 " E 35 7 . 6 9 ' S84°58'23"E 87.02' S65°55'58"E 89.90'N73°46'17"E 40.06' S63° 2 6 ' 5 1 " E 211 . 9 6 ' N82°07'27"E 56.65' N0 1 ° 3 2 ' 2 5 " E 14 3 . 3 3 ' S79°48'43" E 104.57' N03°17'42"E 20.90' N0 1 ° 0 9 ' 2 7 " E 19 4 . 6 4 ' N0 1 ° 1 9 ' 0 3 " E 12 4 . 9 2 ' N08°59'09"W 74.50' N08°49'46"W 37.51' N02°17'31"E 45.13' N85°01'56"E 121.57'S05°03'29"E 58.66' S88°38'21"E 308.06' S88°40'13"E 217.90' S88°37'43"E 218.08' S88°41'06"E 148.17' S0 1 ° 1 5 ' 0 6 " W 24 8 . 9 4 ' S88°44'34"E 199.52' S0 1 ° 1 5 ' 2 8 " W 23 0 . 3 3 ' S01°15'58"W 351.36' S88°31'43"E 99.89' N64 ° 5 4 ' 2 2 " W 116. 6 7 ' S26 ° 0 8 ' 1 2 " W 336 . 2 0 ' S67° 5 5 ' 3 3 " E 62.6 4 ' PROPERTY BOUNDARY (TYP.) PROPERTY BOUNDARY (TYP.) PROPERTY BOUNDARY (TYP.) PROPERTY BOUNDARY (TYP.) 43 44 44 44 45 4 6 4 2 42 43 43 43434 3 43 43 4 3 4 343 434444 WETLANDS (TYP.) S T FO TH EH E TS WETLAND SYMBOL DESCRIPTION EXISTING CONDITIONS LEGEND POWER POLE GUY WIRE WOOD POST FIRE HYDRANT WATER VALVE WATER METER TELEPHONE PEDESTAL SEWER MANHOLE AIR CONDITIONER ELECTRIC TRANSFORMER FIBER OPTIC BOX TELEPHONE HANDHOLE ELECTRIC HANDHOLE ELECTRIC BOX TRAFFIC SIGNAL HANDHOLE SINGLE-POLE SIGN DOUBLE-POLE SIGN GROUND LIGHT GAS VALVE DROP INLET FLARED-END-SECTION (FES) IRRIGATION VALVE PROPERTY LINE ADJOINER NOT SURVEYED RIGHT-OF-WAY CHAIN-LINK FENCE WOOD FENCE 4' ALUMINUM PICKET FENCE SANITARY SEWER STORM DRAINS OVERHEAD ELECTRIC WOODLINE LANDSCAPE AREA SUB-SURFACE ELECTRIC LINES SUB-SURFACE GAS LINES SUB-SURFACE WATER LINES SUB-SURFACE TV/CABLE LINES SUB-SURFACE FIBER-OPTIC O O O O O SD SD SS SS OHE OHE XX XX XX LA LA E G W TFO TV J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 1 . 0 0 O V E R A L L E X I S T I N G C O N D I T I O N S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 2 7 : 5 5 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: OVERALL EXISTING CONDITIONS C1.00 E N W S 0 SCALE: 1 inch = 8040 80 ft. C1.01 C1.02 EXISTING SCM #2 EXISTING SCM #1 EXISTING CAMPUS EXISTING PARKING LOT 8" PV C SSMH RIM: 43.08' INV 6"PVC(W): 35.36' INV 6"PVC(S): 35.28' 6" PVC 6 " P V C 8" PVC 8" P V C 4" P V C 24 " R C P 15 " R C P 15" RCP 15" RCP 6" C P P 6" PVC 15" RCP 8" PVC ELECTRIC BOXES WATER METER BACKFLOW PREVENTERWATER LINE (APPROXIMATE LOCATION) WATER LINE (APPROXIMATE LOCATION) 4" METAL POLES SUPPORTING BACKSTOP NET DI RIM: 44.20' INV 8"PVC(NE): 40.28' DI RIM: 44.34' INV 6"PVC(NE): 43.57' INV 6"PVC(S): 43.52' DI RIM: 44.33' INV 6"CPP(SW):43.64' INV 6"PVC(SE):43.48' DI RIM: 44.47' INV 6"PVC(N): 43.67' INV 6"PVC(S): 43.67' 8" PV C XXXX XX X X XX XX XX XX XX XX XX XX X X X X X X X X X X X X XX XX XX XX LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A L A L A LA LA LA LA LA LA LA LA L A LA LA LA LA LA LA LALALA LA LA LA E CLASS ROCK BUSHES SOCCER FIELD G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E EE EEEEEEEE W W W W W W W W W W BF T INV 6" CPP=38.55' SD O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O XX XX XX XX XX XX XX XX XX XX LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A L A L A LA LA LA LA LA LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA LA LA LA L A LA LA LA LA LA LA LA LA LA L A LA LA LA LA LA LA S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS S S S S SS S S S S SS S S S S SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS END ONE WAY SIGN NO TRESSPASSING SIGN BEGIN ONE WAY SIGN CFA TRAFFIC FLOW SIGN 2-STORY BRICK BUILDING FFE=44.89' ONE WAY SIGN PARKING AHEAD SIGN SPEED LIMIT SIGN STOP SIGN PARKING LOT SIGN SPEED BUMP E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 6" PVC 6 " P V C 8" PVC 8" P V C SURVEY LIMITS BRICK RETAINING WALL BRICK RETAINING WALL TS BUSHES BUSHES 48 " R C P 48 " R C P 36 " R C P 36 " R C P 30 " R C P 18" R C P 36" R C P SS SS SS SS 4" P V C 24 " R C P 15 " R C P 15" RCP 15" RCP INV,=35.77' INV,=35.91' 36" RCP 48" RCP TFOTFO TFO TFO TFO TF O TF O TFO TFO TF O TF O TFO TF O TF O TF O TV TV TV TV TV TV TH EE T INV FES=33.51' 6' C H A I N - L I N K F E N C E INV 6" CPP=38.55' 6" C P P CHAIN-LINK FENCE LA LA LA LA LA O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOO O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O LA LA LA LA LA LA LA LA LA LA L A 6" PVC LA LA LA LA 30" RCP 30 " R C P 36" RCP 36" RCP 24 " R C P 15" RCP OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O 12" CP P 12" CPP 12" CPP 12" CPP 15" RCP 12 " C P P 12" CPP STOP SIGN VISITOR SIGNS HC SIGNS RESERVED SIGNS OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO SINGLE-STORY BRICK BUILDING FFE=44.92' SINGLE-STORY BRICK BUILDING FFE=44.79' 6" CP P 6" C P P 6" C P P 6 " C P P 6" C P P 1 5 " R C P 6" C P P 12 " C P P 12" CPP 6" CPP 6" P V C 6" P V C 6" P V C 6" C P P 8" P V C 2"C P P 4"C P P 4"PVC 4"PVC 8" PVC 12" CP P 6 " P V C 6 " P V C 6" C P P 15 " R C P SS SS SS SS SS SS SS SS SS SS S S 8" PVC SS SS 8" PVC UNKNOWN DESTINATION 8" C P P 8" CPP 3-6" CPP 4" PVC LA LA LA LA LA LA LA LA LA O O O LA LA LA LA LA L A LA LA L A 11' X 1.5' LED SIGN OHE OHE OHE OHE OHE 6" P V C SU R V E Y L I M I T S WRONG WAY SIGN E 12" CPP 6" C P P 6" C P P 6" CPP 15 " R C P 6" C P P 6 " C P P 6" CPP PARKING SIGN 8" P V C 8" PVC UNKNOWN DESTINATION 8" P V C UNK N O W N DES T I N A T I O N UNKNOWN ORIGIN UNKNOWN ORIGIN UNKNOWN ORIGIN DO NOT ENTER GA T E GATE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SCHOOL PROPERTY/ SPEED LIMIT SIGN LA ASPHALT PLAYGROUND FLAG POLE BASKETBALL COURT ' SHRUB ' SHRUB ' SHRUB ' SHRUB ' SHRUB ' SHRUB ' SHRUB 10" OAK 6" CREPE MYRTLE CLUSTER 4" CREPE MYRTLE CLUSTER 6" CREPE MYRTLE CLUSTER LIVEOAK 24 TRIPLEOAK 10 6" CRETE MYRTLE CLUSTER 4" CRETE MYRTLE CLUSTER 6" CRETE MYRTLE CLUSTER LIVEOAK 14 ' SHRUB ' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB 10" CREPE MYRTLE CLUSTER 10" LONGLEAF PINE LIVEOAK 26 16" LONGLEAF PINE LIVEOAK 24 REDMAPLE 8 12" LOBLOLLY PINE 14" LOBLOLLY PINE 22" LIVE OAK 18" LOBLOLLY PINE 14" LOBLOLLY PINE 20" LOBLOLLY PINE " ORNAMENTAL " ORNAMENTAL" ORNAMENTAL " ORNAMENTAL" ORNAMENTAL 12" LIVE OAK 10" LIVE OAK 12" LIVE OAK 10" LIVE OAK 8" LIVE OAK " ORNAMENTAL" ORNAMENTAL 6" LIVE OAK 8" LIVE OAK 8" MAPLE " ORNAMENTAL 32" LIVE OAK 14" LIVE OAK 16" LIVE OAK LIVEOAK 18 LIVEOAK 9 TWINGUM 11 12" GUM 12" OAK LIVEOAK 12 LIVEOAK 15 LIVEOAK 12 LIVEOAK 11 6" CHERRY LAUREL CLUSTER LIVEOAK 30 6" CHERRY LAUREL CLUSTER LIVEOAK 14 17" LOBLOLLY PINE 15" LOBLOLLY PINE 12" OAK HORNBEAM 12 LIVEOAK 19 LIVEOAK 10 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W ONE WAY/WRONG WAY SIGN W NC 1 3 2 C O L L E G E R O A D OAKCLIFF DR PINECLIFF DR INV,=35.91' INV,=35.93' N/F ANDRE ADAMS DB 6643, PG 2350 P.I.D. #R06618-006-010-000 ZONING: R-15 N/F CHESTER & EILEEN LANGLEY DB 5598 PG 1284 P.I.D. #R06618-006-006-000 ZONING: R-15 N/F JOHN Q ALLEN DB 9911 PG 617 P.I.D. #R06618-006-005-000 ZONING: R-15 P.I.D. #R06618-006-007-000 ELECTRIC BOXES WATER METER BACKFLOW PREVENTERWATER LINE (APPROXIMATE LOCATION) WATER LINE (APPROXIMATE LOCATION) 4" METAL POLES SUPPORTING BACKSTOP NET 4" METAL POLES SUPPORTING BACKSTOP NET ON L Y S0 1 ° 2 0 ' 3 1 " W 69 9 . 9 9 ' S88°40'13"E 217.90' S88°37'43"E 218.08' S88°41'06"E 148.17' GROUND LIGHT (TYP.) EXISTING VALVE, LINE NOT LOCATED (TYP.) EX. GAS LINE (APPROX. LOCATION) TOP OF SLOPE DI RIM: 41.73' INV 8"RCP(SW): 34.71' INV 36"RCP(S): 33.74' INV 48"RCP(E): 33.71' INV 36"RCP(NW): 33.71' DI RIM: 42.20' INV 36"RCP(W): 34.92' INV 36"RCP(SE): 34.92' DI RIM: 40.63' INV 36"RCP(S): 36.87' INV 36"RCP(N): 36.71' DI RIM: 41.03' INV 18"RCP(E): 37.45' INV 30"RCP(S): 37.15' INV 36"RCP(N): 37.15' DI RIM: 41.01' INV 36"RCP(W): 37.77' DI RIM: 43.70' INV 15"RCP(E): 39.85' DI RIM: 42.85' INV 15"RCP(N): 39.51' INV 15"RCP(W): 39.48' INV 24"RCP(S): 38.77' DI RIM: 43.57' INV 15"RCP(W): 39.83' INV 15"RCP(S): 39.81' DI RIM: 43.19' BOB: 35.99' DI RIM: 43.16' INV 15"RCP(E): 39.10' DI RIM: 42.49' INV 15"RCP(W): 38.71' INV 15"RCP(N): 38.11' INV 30"RCP(S): 37.25' DI RIM: 42.64' INV 30"RCP(W):37.30' INV 30"RCP(N):36.95' INV 36"RCP(E): 36.69' DI RIM: 43.42' INV 24"RCP(W):38.91' INV.6"CPP(NE):41.82' INV.6"CPP(SE):41.74' INV.6"CPP(N):41.49' INV.6"CPP(NW):41.49' INV.6"CPP(SW):41.48' INV.15"RCP(SE):39.58' DI RIM: 43.70' INV 15"RCP(NW):40.04' INV 24"RCP(SW):39.55' INV 30"RCP(E): 38.71' DI RIM: 44.67' INV 12"CPP(NE):42.95' DI RIM: 44.46' INV 12"CPP(W):41.42' INV 12"CPP(E):41.42' DI RIM: 44.01' INV 12"CPP(W):41.32' INV 12"CPP(SW):41.27' INV 12"CPP(E): 40.91' Di RIM: 43.65' INV 12"CPP(W):40.71' INV 15"RCP(E):39.72' INV 15"RCP(NW): 39.70' DI RIM: 44.40' INV 12"CPP(S):41.20' INV 15"CPP(W):40.30' DI RIM: 44.26' INV 12"CPP(SW):41.93' INV 12"CPP(N):41.77' DI RIM: 44.65' INV 6"CPP(S):43.59' INV 6"CPP(SW):43.19' INV 12"CPP(N): 43.07' DI RIM: 44.19' INV 6"CPP(SW):42.49' INV 6"CPP(SE):42.41' INV 12"CPP(N): 41.99' DI RIM: 44.51' INV 6"CPP(W):43.04' INV 12"CPP(E):42.71' DI RIM: 43.36' INV 24"RCP(SW):38.53' INV 36"RCP(W):36.14' INV 36"RCP(E): 35.61' DI RIM: 41.93' INV 36"RCP(SE): 38.27' DI RIM: 45.10' INV 12"CPP(W):43.17' DI RIM: 44.21' INV 6"CPP(S):42.21' INV 12"CPP(E):41.98' INV 18"CPP(W):41.96' DI RIM: 44.47' INV 12"CPP(S):42.52' INV 12"CPP(W):42.11' INV 12"CPP(E): 42.10'RIM: 44.52' INV 6"CPP(S):42.21' INV 12"CPP(E):41.98' INV 18"CPP(W):41.96' DI FULL OF WATER RIM: 44.75' ELEV TOP OF VERT 6" PVC: 43.21' RIM: 45.11' INV 6"CPP(NW):42.37' INV 15"RCP(SW):41.11 INV 18"RCP(N):41.11' DI RIM: 44.49' INV 2"CPP(NW): 42.78' INV 8"PVC(S): 42.34' INV 6"PVC(N): 42.29' MANHOLE LOCKED DI RIM: 44.06' INV 2"CPP(NW): 43.34' INV 4"CPP(NW): 43.32' DI RIM: 44.22' INV 4"PVC(W): 42.32' INV 4"PVC(W): 42.32' INV 8"PVC(S): 41.59' INV 8"PVC(N): 41.51' DI RIM: 43.20' INV 8"PVC(N): 41.80' DI RIM: 43.39' INV 6"PVC(NW): 41.75' INV 6"PVC(NW): 41.75' INV 12"CPP(W): 41.35' INV 8"PVC(E): 41.29' DI RIM: 44.88' INV 6"CPP(NW): 43.43' INV 6"PVC(SW): 43.24' INV 6"PVC(SW): 43.24' DI RIM: 42.28' DI RIM: 44.59' INV 6"CPP(SE):43.03' INV 6"CPP(NW):42.95' INV 6"CPP(E):42.92' INV 15"RCP(S): 40.03' DI RIM: 44.58' DI RIM: 40.92' INV 6"PVC(N): 38.61' INV 12"RCP(SE): 38.50' DI RIM: 44.36' INV 6"CPP(W): 42.48' INV 6"CPP(N): 42.40' INV 12"CPP(E): 42.40' INV 8"CPP(S): 42.26' DI RIM: 44.36' INV 6"CPP(N): 42.65' INV 12"CPP(W): 42.47' EXISTING VALVE, LINE NOT LOCATED (TYP.) 43 4 4 44 4 4 44 45 45 323233 33 3 434 34 34 3 5 35 35 35 3636 36 36 36 3 6 37 37 37 37 37 3 7 38 38 38 38 38 38 3838 38 38 38 38 3939 39 3 9 39 39 39 39 39 39 39 39 3 9 39 40 40 40 40 4 0 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 4141 41 4 1 4141 4 1 41 41 41 4 141 41 41 41 4 1 41 41 41 4 1 41 4141 4 1 41 41 41 41 41 41 41 41 4242 4 2 42 42 42 42 4 2 42 42 42 42 42 4242 42 42 4242 42 4242 4 2 424 2 4 2 42 4 2 42 42 4 2 42 42 42 42 42 42 42 43 43 43 43 43 43 4 3 43 43 43 43 43 4 3 43 43 43 43 43 43 43 4444 44 44 44 4 4 44 44 44 44 444444 444 444 44 44 4 4 4 4 44 44 44 44 44 4 4 44 4 4 44 44 4 4 44 4444 44 44 4444 44 45 4 5 4 5 45 45 4 5 45 4 5 45 45 45 46 46 4646 SSMH RIM: 41.54' INV 6"PVC(W): 35.17' INV 6"PVC(N): 34.00' INV 8"PVC(S): 33.77' SSMH RIM: 43.71' INV 4"PVC(S): 37.15' INV 6"PVC(W): 36.83' INV 6"PVC(E): 36.83' SSMH RIM: 41.17' INV 8"PVC(W): 32.90' INV 8"PVC(E): 32.38' SSMH RIM: 44.74' INV 6"PVC(NE): 38.30' INV 8" PVC(W): 36.72' INV 8" PVC(SE): 36.71' S T FO TH EH E TS WETLAND SYMBOL DESCRIPTION EXISTING CONDITIONS LEGEND POWER POLE GUY WIRE WOOD POST FIRE HYDRANT WATER VALVE WATER METER TELEPHONE PEDESTAL SEWER MANHOLE AIR CONDITIONER ELECTRIC TRANSFORMER FIBER OPTIC BOX TELEPHONE HANDHOLE ELECTRIC HANDHOLE ELECTRIC BOX TRAFFIC SIGNAL HANDHOLE SINGLE-POLE SIGN DOUBLE-POLE SIGN GROUND LIGHT GAS VALVE DROP INLET FLARED-END-SECTION (FES) IRRIGATION VALVE PROPERTY LINE ADJOINER NOT SURVEYED RIGHT-OF-WAY CHAIN-LINK FENCE WOOD FENCE 4' ALUMINUM PICKET FENCE SANITARY SEWER STORM DRAINS OVERHEAD ELECTRIC WOODLINE LANDSCAPE AREA SUB-SURFACE ELECTRIC LINES SUB-SURFACE GAS LINES SUB-SURFACE WATER LINES SUB-SURFACE TV/CABLE LINES SUB-SURFACE FIBER-OPTIC O O O O O SS SS OHE OHE XX XX XX LA LA E G W TFO TV NOTE: ALL TREE SIZES MEASURED AT BREAST HEIGHT TREE LEGEND PINE TREE OAK TREE SHRUB LIVE OAK CREPE MYRTLE HORNBEAM CHERRY MAPLE LONG LEAF PINE LOBLOLLY PINE FIR J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 1 . X X E X I S T I N G C O N D I T I O N S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 2 8 : 3 6 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: EXISTING CONDITIONS C1.01 0 SCALE: 1 inch = 3015 30 ft. C1.02 C1.01 8" PVC 6 " P V C 6" P V C 6" P V C 6" PVC WATER FOUNTAIN O O O O O O O O O O O OO OO OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O LA LA LA LALALALALALALA LA LA LA LA LA LA LA LA LA LA LA LA LA B L E A C H E R S SAND PLAY GROUND 60' X 39' PICNIC SHELTER ON CONCRETE SLAB EXISTING BALL FIELD BENCH CONC. MAINT. BLDG FFE=44.6' WOOD BLDG CONC BLDG SAND VOLLEYBALL COURT WOOD SAND BOX 6 . 5 ' C H A I N - L I N K F E N C E 6.5' C H A I N - L I N K F E N C E 19.5' CHAIN-LINK FENCE 6.5' CHAIN-LINK FEN C E 6.5 ' C H A I N - L I N K F E N C E 9.5' CHAIN-LINK FENCE E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 9.5 ' C H A I N - L I N K F E N C E SLAB ELEV=44.9' WOOD RETAINING WALL LA 8" C P P O O O O O OOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO OOOOOOOOOOO O O OOOOOOOOOOOOOOO O O O O O O O O O O O O O LA LA LA LA LA LA LA LA L A LA L A LA L A LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LALA CONC. MAINT. BLDG FFE=44.6' X FENCED AREA CONTAINING 2 ELECTRIC GENERATORS ON CONCRETE PADS (TIE LINE) 4' C H A I N - L I N K F E N C E 9.5 ' C H A I N - L I N K F E N C E WOOD RETAINING WALL 4' CHAIN-LINK FENCE SINGLE-STORY BRICK BUILDING FFE=43.48' SINGLE-STORY MODULAR BUILDING FFE=46.08' 4"PVC 8" PVC 1 2 " P V C O O O O O O O O O O OOOOO O O O O O O O O O O O O O O O O O O O O O O OOOOOO O O O O O O 24" RCP 24" RCP 12" CP P 6 " P V C 6 " P V C 6" C P P 24" RCP 15 " R C P S S S S SS SS S SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS 8" PVC 6 " P V C 6" P V C 6" P V C 6" PVC SS SS 8" PVC UNKNOWN DESTINATION S S SS 8" C P P 8" CPP 3-6" CPP 4" PVC 12" R C P 18" RCP 1 8 " R C P 18 " R C P O O O O O O O O O O OOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOO LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA LA LA LA LA LA XX XX XX XX XX XX XX XX O O O LA LA LA LA LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA L A LA LA L A 11' X 1.5' LED SIGN LA L A LA L A LA LALA LA LA LA ALUM. RAMP SPEED BUMPS SU R V E Y L I M I T S SURVEY LIMITS 8" C P P 12" CPP 1 5 " R C P 8" CPP 18 " R C P E E 15 " R C P 6 " C P P 6" CPP HC SIGNS 8" P V C 8" PVC UNKNOWN DESTINATION 8" P V C UNK N O W N DES T I N A T I O N TRANSFORMER RAMP RAMP SPEED BUMP SPEED BUMP SPEED BUMP HC SIGN SPEED BUMP STOP SIGN ONE WAY DO NOT ENTER DR O P O F F AR E A DR O P O F F AR E A DR O P O F F AR E A HC SIGNS GA T E GATE BE N C H WOOD SAND BOX WOOD BENCHES6" OAK 12" OAKPINE 16 6" OAK PINE 10 6" OAK6" OAK PINE 10 PINE 12 PINE 14 PINE 12 PINE 10 PINE 12 PINE 14 PINE 12 PINE 10 8" MAGNOLIA PINE 12 PINE 10 10" OAK 8" OAK PINE 12 PINE 12 PINE 12 PINE 14 8" OAK 12" OAK PINE 18 PINE 12 PINE 10 PINE 10 PINE 10 PINE 12 PINE 14 PINE 12 PINE 12 PINE 10PINE 14 PINE 14 PINE 10 PINE 10 PINE 10 PINE 14 PINE 10 PINE 8 PINE 8 PINE 10 PINE 10 PINE 10 PINE 12 PINE 12 PINE 10 PINE 14 PINE 12 PINE 12 PINE 8 PINE 12 PINE 10 PINE 12 PINE 14 PINE 8 PINE 10 PINE 10 6" MAGNOLIA PINE 16 PINE 14 PINE 16 PINE 12PINE 12 PINE 12 PINE 8 PINE 14 PINE 16 PINE 10 PINE 12 PINE 12 PINE 14 PINE 10 PINE 12 PINE 10 PINE 10 PINE 12 PINE 18 PINE 8 PINE 14 QUADOAK 8 8" OAK PINE 12 PINE 16 PINE 14PINE 16 PINE 12 16" MAGNOLIA PINE 20 10" OAK 10" OAK8" OAK PINE 12 PINE 12 PINE 1410" FIR 18" OAK 8" OAK 8" OAK 8" OAK 10" OAK 10" OAK 8" OAK PINE 14 8" OAK PINE 20 PINE 16 DBLEOAK 12 10" OAK 8" OAK 8" OAK 8" OAK 10" OAK 8" OAK 10" MAGNOLIA PINE 16 PINE 16 22" OAK PINE 18 PINE 12 10" OAK PINE 12 PINE 14 PINE 12 PINE 12 PINE 14 PINE 16 PINE 18 PINE 1410" MAGNOLIA PINE 12 PINE 14 10" OAK PINE 14 PINE 18 PINE 16 PINE 18 PINE 16 PINE 12 PINE 12 PINE 14 PINE 14 10" OAK 12" OAK 16" OAK12" OAK PINE 14 10" FIR PINE 12 4" CREPE MYRTLE PINE 18 PINE 14 18" OAK 10" FIR PINE 14 TRIPLEOAK 18 PINE 16 12" OAK PINE 12 12" OAK PINE 14 8" OAK 8" OAK 10" OAK PINE 14 PINE 12 8" OAK 10" OAK 8" OAK 10" OAK PINE 128" OAK 8" OAK 8" OAK 8" OAK 8" OAKPINE 128" OAK PINE 14 8" OAK PINE 12 8" OAK 14" LIVE OAK 8" OAK ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB 8" OAK ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB 6" OAK ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB 4" CREPE MYRTLE ' SHRUB' SHRUB ' SHRUB' SHRUB' SHRUB ' SHRUB' SHRUB' SHRUB 16" SWEET GUM 20" LOBLOLLY PINE 12" SWEET GUM 14" CYPRESS 12" CYPRESS 16" CYPRESS 16" CYPRESS 18" CYPRESS 12" CYPRESS 14" OAK 30" LIVE OAK 18" LIVE OAK 20" LIVE OAK 22" LIVE OAK 24" LIVE OAK 18" LIVE OAK 24" LIVE OAK 18" LIVE OAK 18" LIVE OAK 20" LIVE OAK 24" LIVE OAK 20" LIVE OAK 24" LIVE OAK 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 16" LOBLOLLY PINE 16" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 10" OAK 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 16" LOBLOLLY PINE 6" MAGNOLIA 16" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 8" MAGNOLIA 14" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 10" SWEET GUM 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE BLOAK 10 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 8" MAGNOLIA 14" LOBLOLLY PINE BLACK OAK 10" 8" MAGNOLIA 16" PINE 12" LOBLOLLY PINE TWIN 8" MAGNOLIA 16" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE QUADCYP 8 12" LOBLOLLY PINE 14" TWIN LOBLOLLY 12" LOBLOLLY PINE 12" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 10" MAGNOLIA 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 8" MAGNOLIA 14" LOBLOLLY PINE 8" MAGNOLIA 14" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE14" LOBLOLLY PINE 12" LOBLOLLY PINE 10" OAK 14" LOBLOLLY PINE 16" LOBLOLLY PINE 10" MAGNOLIA 14" LOBLOLLY PINE 24" LIVE OAK 14" LOBLOLLY PINE 14" LIVE OAK 20" LOBLOLLY PINE 14" LIVE OAK 18" LIVE OAK 12" LIVE OAK " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL 12" BRADFORD PEAR " ORNAMENTAL " ORNAMENTAL 4" CREPE MYRTLE 4" CREPE MYRTLE 4" CREPE MYRTLE " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL" ORNAMENTAL 4" CREPE MYRTLE 10" " ORNAMENTAL " ORNAMENTAL ROAK 8 ROAK 10 4" CREPE MYRTLE 4" CREPE MYRTLE 4" CREPE MYRTLE 4" CREPE MYRTLE 4" CREPE MYRTLE " ORNAMENTAL" ORNAMENTAL N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R06618-006-008-000 ZONING: R-15 ±436,251 FT² OR ±10.015 ACRES N/F SCOTT & MEEGHAN AIMONE DB 6604 PG 2536 P.I.D. #R07106-003-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5496 PG 932 P.I.D. #R06618-006-009-000 ZONING: R-15 BASKETBALL COURT O O O OO O O O O O O O OOOOOO WATER FOUNTAIN ADDITIONAL PARKING 561.31' N0 1 ° 2 2 ' 0 3 " E 31 3 . 8 5 ' N88°36'58"W 203.72' S0 2 ° 1 9 ' 5 6 " W 22 9 . 2 5 ' S88°44'34"E 199.52' S0 1 ° 1 5 ' 2 8 " W 23 0 . 3 3 ' S88°31'43"E 99.89' TOP OF SLOPE PROPERTY LINE DI RIM: 44.22' INV 4"PVC(W): 42.32' INV 4"PVC(W): 42.32' INV 8"PVC(S): 41.59' INV 8"PVC(N): 41.51' DI RIM: 43.20' INV 8"PVC(N): 41.80' INV 8"PVC(W): 40.72' INV 12"PVC(SE): 40.53' DI RIM: 41.79' INV 12"PVC(NW): 39.08' INV 24"RCP(W): 38.30' INV 24"RCP(E): 38.30' DI RIM: 43.39' INV 6"PVC(NW): 41.75' INV 6"PVC(NW): 41.75' INV 12"CPP(W): 41.35' INV 8"PVC(E): 41.29' RIM: 44.88' INV 6"CPP(NW): 43.43' INV 6"PVC(SW): 43.24' INV 6"PVC(SW): 43.24' DI RIM: 42.28' INV 15"RCP(N): 38.87' INV 24"RCP(W): 38.74' INV 24"RCP(E): 38.66' .INV 15"RCP(S): 39.03' 4-4" PVC PIPES RUNNING THRU BOX DI RIM: 44.58' INV 8"PVC(N): 42.48' .INV 12"PVC(E): 42.40'DI RIM: 42.84' INV 18"RCP(W): 39.47' INV 12"RCP(NE): 39.20' INV 24"RCP(E): 38.90' DI RIM: 43.62' INV 18"RCP(W): 40.03' INV 18"RCP(NW): 40.01' RIM: 41.71' INV 12"RCP(NW): 38.32' INV 24"RCP(W): 37.65' INV 30"RCP(NE): 37.42' DI RIM: 40.92' INV 6"PVC(N): 38.61' INV 12"RCP(SE): 38.50' DI RIM: 41.86' INV 8"CPP(S): 40.58' FES INV 12"CPP: 39.57' DI RIM: 42.71' INV 8"CPP(N): 40.19' INV 8"CPP(S): 40.18' DI RIM: 42.24' INV 8"CPP(N): 39.80' INV 12"CPP(E): 39.77' INV 18"RCP: 37.88' DI RIM: 41.11' INV 8"CPP(E): 39.30' 3 7 37 38 38 38 3 8 38 38 38 3 8 38 39 3 9 39 39 39 39 39 39 3 9 3939 39 4 0 40 40 40 40 40 4 0 40 41 41 41 4 1 4 1 41 41 41 41 41 42 42 4 2 42 42 4242424242 42 42 42 42 42 42 43 43 43 43 43 43 43 434343 43 43 43 43 4 444 4 444 4 4444 444 44 44 4444 4 444 44 44 44 4 4 44 44 4 4 44 44 44 444444444444 44 44 4444 4444 4 4 4 4 4 4 44 4 4 44 44 4545 4545 4545 4 5454 545 4545 45 45 45 45 45 45 4 5 45 4 5 45 4545 45 45 45 45 45 45 45 45 45 45 45 46 46 4 646 46 4 6 4646 46 46 46 46 46 46 46 46 46 46 46 4 7 4 7 47 47 47 4 747 47 47 48 48 48 48 44 4 4 44 4 5 4 5 45 45 45 INV 6" PVC(NE): 38.74' INV 6"PVC(NW): 37.98' INV 8" PVC(E): 37.81' SSMH RIM: 43.40' INV 8"PVC(W): 35.98' INV 8" PVC(NE): 35.90' SSMH RIM: 43.45' BOTTOM: 37.60' INV 4"PVC(N): 41.93' (VERTICAL PIPE) SSMH RIM: 43.35' BOTTOM: 38.04' INV 4"PVC(S): 41.73' (VERTICAL PIPE) S T FO TH EH E TS WETLAND SYMBOL DESCRIPTION EXISTING CONDITIONS LEGEND POWER POLE GUY WIRE WOOD POST FIRE HYDRANT WATER VALVE WATER METER TELEPHONE PEDESTAL SEWER MANHOLE AIR CONDITIONER ELECTRIC TRANSFORMER FIBER OPTIC BOX TELEPHONE HANDHOLE ELECTRIC HANDHOLE ELECTRIC BOX TRAFFIC SIGNAL HANDHOLE SINGLE-POLE SIGN DOUBLE-POLE SIGN GROUND LIGHT GAS VALVE DROP INLET FLARED-END-SECTION (FES) IRRIGATION VALVE PROPERTY LINE ADJOINER NOT SURVEYED RIGHT-OF-WAY CHAIN-LINK FENCE WOOD FENCE 4' ALUMINUM PICKET FENCE SANITARY SEWER STORM DRAINS OVERHEAD ELECTRIC WOODLINE LANDSCAPE AREA SUB-SURFACE ELECTRIC LINES SUB-SURFACE GAS LINES SUB-SURFACE WATER LINES SUB-SURFACE TV/CABLE LINES SUB-SURFACE FIBER-OPTIC O O O O O SS SS OHE OHE XX XX XX LA LA E G W TFO TV NOTE: ALL TREE SIZES MEASURED AT BREAST HEIGHT TREE LEGEND PINE TREE OAK TREE SHRUB LIVE OAK CREPE MYRTLE HORNBEAM CHERRY MAPLE LONG LEAF PINE LOBLOLLY PINE FIR J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 1 . X X E X I S T I N G C O N D I T I O N S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 2 8 : 4 4 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: EXISTING CONDITIONS C1.02 0 SCALE: 1 inch = 3015 30 ft. C1.01 C1.02 O O O O OOOOOOOOO O O O O O O O O O O O O O O O O O O O XX X X XX XX XX X X X X XX SD SD SD E 60' X 39' PICNIC SHELTER ON CONCRETE SLAB EXISTING BALL FIELD CONC.MAINT.BLDGFFE=44.6' WOODBLDG CONCBLDG SAND VOLLEYBALL COURT WOODSANDBOX BUSHES G G G G G G G G G G G G G E E E E E E E E EEE E E E E E E EEE W W W BF T SLAB ELEV=44.9' CH A P R A D R I V E PRI V A T E 6 0 ' R / W MB 2 8 , P G 1 8 2 MB 5 1 , P G 3 5 7 O OOO O O O O O O O O O O O O O O O O O O O O OOOO OOOOOO O O O O O O O O OOOOOOOOOOOO O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O O XX XX XX XX O O O O LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA L A LA LA LA LA LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S SS SS SS SS SS S S SS SS S S SS SS SS SS SS SS E OH E OH E OH E OH E OH E OHE OHE OHE SS SS SS SS SS SS SS SS SURVEY LIMITS CONC.MAINT. BLDGFFE=44.6' OUTLETSTRUCTURERIM=39.35' INV 24"RCP=36.37' TS BUSHES BUSHES SDSD N: 155,314.23' E: 2,334,275.67' ELEV: 45.92' N: 154,937.29' E: 2,334,301.27' ELEV: 45.89' SS SS SS SD SD SD SD 24 " R C P INV FES=35.98' SD SD SD SD TFO TFO TF O TF O TF OTV TV TH EE T T 4" PVC PIPE LA O O O O O O O O OOO O O O O OOOOOOO O O O O O O O O O O O OOO O O O L A SDSD SD SD SD S D SD S D S D SDSDSD SD SD SD S D LA LA LA LALA LA LA LA LA S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S LA LA OOOOOOO O O O O O O O O O O O OOO O O O SD SD SD SD SD SD SD SD SD OOOOOOOOOOOOOOO O O OOOOOOO O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOO O O O O O O O OOOOOOO O O O O O O O LALALA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA OO O O O O O O O O O OOOOOOO LA LA LALA LA LA LA LA SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD S D SD O O O O OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD O O O O O O O O O O O O O O OOOO OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO O O O O O O O O OOOOO O O O O O O O O O O O O O S SS SS SS SS S S S S S O O O O O O O O O O O O O O OOOO LA LA LA LA LA LA OOOOOOOOOOO O O O O O O O O O O O OOOOOOOOOO LA LA LALA LA LA LA LA LA LA LA LA XX XX XX XX XX O LA LA LALA LA LA LA LA LA LA LAL A LA LALA OHE OHE ALUM. RAMP SPEEDBUMPS SURVEY L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SURV E Y L I M I T S SD SD SD SD S D SD SD SD SD SD SD SD OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E E E PARKINGSIGN SPEEDBUMP SPEEDBUMP SPEEDBUMP RAMP SPEED BUMP SPEEDBUMP SPEEDBUMP SPEEDBUMP DRO P O F F ARE A DR O P O F F AR E A DR O P O F F ARE A OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWW W WW ONE WAY/WRONGWAY SIGN NC 1 3 2 C O L L E G E R O A D SATARA DR CH A P R A D R OAKCLIFF DR PINECLIFF DR BF N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/F ANDRE ADAMS DB 6643, PG 2350 P.I.D. #R06618-006-010-000 ZONING: R-15 N/F CHESTER & EILEEN LANGLEY DB 5598 PG 1284 P.I.D. #R06618-006-006-000 ZONING: R-15 N/F JOHN Q ALLEN DB 9911 PG 617 P.I.D. #R06618-006-005-000 ZONING: R-15 N/F TREVOR & MARINA LANPHEAR DB 5817 PG 491 P.I.D. #R06618-006-007-000 ZONING: R-15 N/F DONALD & LINDA STAKER DB 6261 PG 453 P.I.D. #R06618-006-016-000 ZONING: R-15 N/F CHRISTOPHER & NINA KELSON DB 6673 PG 2660 P.I.D. #R06618-006-004-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R06618-006-008-000 ZONING: R-15 ±436,251 FT² OR ±10.015 ACRES N/F TRECA HOLDINGS, LLC DB 6171 PG 272 P.I.D. #R07100-003-053-000 ZONING: B-1 N/F SCOTT & MEEGHAN AIMONE DB 6604 PG 2536 P.I.D. #R07106-003-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5352 PG 1984 P.I.D. #R06618-006-017-000 ZONING: R-15 N/F DOMENICK & CATERINA RELLA DB 5236 PG 489 P.I.D. #R06618-006-014-000 ZONING: R-15 N/F CRAIG & SUZANNE DB 6349 PG 1287 P.I.D. #R06618-006-001-000 ZONING: R-15 N/F KENNETH & ROBERTA DANFORD DB 1422 PG 1418 P.I.D. #R06618-006-003-000 ZONING: R-15 N/F MICHAEL & HANNA BOXER DB 5321 PG 1685 P.I.D. #R07106-003-005-000 ZONING: R-15 N/F SUSAN G SOBOL DB 6584 PG 228 P.I.D. #R07106-003-002-000 ZONING: R-15 N/F SUS A N G S O B O L DB 6 5 8 4 P G 2 2 8 P.I.D . # R 0 6 6 1 8 - 0 0 6 - 0 1 2 - 0 0 0 ZO N I N G : R - 1 5 N/F WILLIAM & LINDA HILL DB 1761 PG 828 P.I.D. #R06618-006-002-000 ZONING: R-15 N/F SU S A N G S O B O L DB 6 5 8 4 P G 2 2 8 P.I. D . # R 0 6 6 1 8 - 0 0 6 - 0 1 5 - 0 0 0 ZON I N G : R - 1 5 N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/F SCOTT & MEEGHAN AIMONE DB 6631 PG 907 P.I.D. #R07106-003-009-001 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5496 PG 932 P.I.D. #R06618-006-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R07100-003-052-000 ZONING: B-1 ±154273 FT² OR ±0.351 ACRES N/F CAPE FEAR ACADEMY ETAL DB 6568 PG 2301 P.I.D. #R07100-003-052-002 ZONING: B-1 N/F CAPE FEAR ACADEMY ETAL DB 6568 PG 2301 P.I.D. #R07100-003-053-001 ZONING: B-1 BASKETBALL COURT O O OO ON L Y O O O O OOOOOOOOO O O O O O O O O O O O O O O O O O O O XX X X XX XX XX X X X X XX SD SD SD E 60' X 39' PICNIC SHELTER ON CONCRETE SLAB EXISTING BALL FIELD CONC.MAINT.BLDGFFE=44.6' WOODBLDG CONCBLDG SAND VOLLEYBALL COURT WOODSANDBOX BUSHES G G G G G G G G G G G G G E E E E E E E E EEE E E E E E E EEE W W W BF T SLAB ELEV=44.9' CH A P R A D R I V E PRI V A T E 6 0 ' R / W MB 2 8 , P G 1 8 2 MB 5 1 , P G 3 5 7 O OOO O O O O O O O O O O O O O O O O O O O O OOOO OOOOOO O O O O O O O O OOOOOOOOOOOO O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O O XX XX XX XX O O O O LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA L A LA LA LA LA LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S SS SS SS SS SS S S SS SS S S SS SS SS SS SS SS E OH E OH E OH E OH E OH E OHE OHE OHE SS SS SS SS SS SS SS SS SURVEY LIMITS CONC.MAINT. BLDGFFE=44.6' OUTLETSTRUCTURERIM=39.35' INV 24"RCP=36.37' TS BUSHES BUSHES SDSD N: 155,314.23' E: 2,334,275.67' ELEV: 45.92' N: 154,937.29' E: 2,334,301.27' ELEV: 45.89' SS SS SS SD SD SD SD 24 " R C P INV FES=35.98' SD SD SD SD TFO TFO TF O TF O TF OTV TV TH EE T T 4" PVC PIPE LA O O O O O O O O OOO O O O O OOOOOOO O O O O O O O O O O O OOO O O O L A SDSD SD SD SD S D SD S D S D SDSDSD SD SD SD S D LA LA LA LALA LA LA LA LA S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S LA LA OOOOOOO O O O O O O O O O O O OOO O O O SD SD SD SD SD SD SD SD SD OOOOOOOOOOOOOOO O O OOOOOOO O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOO O O O O O O O OOOOOOO O O O O O O O LALALA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA OO O O O O O O O O O OOOOOOO LA LA LALA LA LA LA LA SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD S D SD O O O O OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD O O O O O O O O O O O O O O OOOO OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO O O O O O O O O OOOOO O O O O O O O O O O O O O S SS SS SS SS S S S S S O O O O O O O O O O O O O O OOOO LA LA LA LA LA LA OOOOOOOOOOO O O O O O O O O O O O OOOOOOOOOO LA LA LALA LA LA LA LA LA LA LA LA XX XX XX XX XX O LA LA LALA LA LA LA LA LA LA LAL A LA LALA OHE OHE ALUM. RAMP SPEEDBUMPS SURVEY L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SURV E Y L I M I T S SD SD SD SD S D SD SD SD SD SD SD SD OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E E E PARKINGSIGN SPEEDBUMP SPEEDBUMP SPEEDBUMP RAMP SPEED BUMP SPEEDBUMP SPEEDBUMP SPEEDBUMP DRO P O F F ARE A DR O P O F F AR E A DR O P O F F ARE A OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWW W WW ONE WAY/WRONGWAY SIGN NC 1 3 2 C O L L E G E R O A D SATARA DR CH A P R A D R OAKCLIFF DR PINECLIFF DR BF N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/F ANDRE ADAMS DB 6643, PG 2350 P.I.D. #R06618-006-010-000 ZONING: R-15 N/F CHESTER & EILEEN LANGLEY DB 5598 PG 1284 P.I.D. #R06618-006-006-000 ZONING: R-15 N/F JOHN Q ALLEN DB 9911 PG 617 P.I.D. #R06618-006-005-000 ZONING: R-15 N/F TREVOR & MARINA LANPHEAR DB 5817 PG 491 P.I.D. #R06618-006-007-000 ZONING: R-15 N/F DONALD & LINDA STAKER DB 6261 PG 453 P.I.D. #R06618-006-016-000 ZONING: R-15 N/F CHRISTOPHER & NINA KELSON DB 6673 PG 2660 P.I.D. #R06618-006-004-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R06618-006-008-000 ZONING: R-15 ±436,251 FT² OR ±10.015 ACRES N/F TRECA HOLDINGS, LLC DB 6171 PG 272 P.I.D. #R07100-003-053-000 ZONING: B-1 N/F SCOTT & MEEGHAN AIMONE DB 6604 PG 2536 P.I.D. #R07106-003-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5352 PG 1984 P.I.D. #R06618-006-017-000 ZONING: R-15 N/F DOMENICK & CATERINA RELLA DB 5236 PG 489 P.I.D. #R06618-006-014-000 ZONING: R-15 N/F CRAIG & SUZANNE DB 6349 PG 1287 P.I.D. #R06618-006-001-000 ZONING: R-15 N/F KENNETH & ROBERTA DANFORD DB 1422 PG 1418 P.I.D. #R06618-006-003-000 ZONING: R-15 N/F MICHAEL & HANNA BOXER DB 5321 PG 1685 P.I.D. #R07106-003-005-000 ZONING: R-15 N/F SUSAN G SOBOL DB 6584 PG 228 P.I.D. #R07106-003-002-000 ZONING: R-15 N/F SUS A N G S O B O L DB 6 5 8 4 P G 2 2 8 P.I.D . # R 0 6 6 1 8 - 0 0 6 - 0 1 2 - 0 0 0 ZO N I N G : R - 1 5 N/F WILLIAM & LINDA HILL DB 1761 PG 828 P.I.D. #R06618-006-002-000 ZONING: R-15 N/F SU S A N G S O B O L DB 6 5 8 4 P G 2 2 8 P.I. D . # R 0 6 6 1 8 - 0 0 6 - 0 1 5 - 0 0 0 ZON I N G : R - 1 5 N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/F SCOTT & MEEGHAN AIMONE DB 6631 PG 907 P.I.D. #R07106-003-009-001 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5496 PG 932 P.I.D. #R06618-006-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R07100-003-052-000 ZONING: B-1 ±154273 FT² OR ±0.351 ACRES N/F CAPE FEAR ACADEMY ETAL DB 6568 PG 2301 P.I.D. #R07100-003-052-002 ZONING: B-1 N/F CAPE FEAR ACADEMY ETAL DB 6568 PG 2301 P.I.D. #R07100-003-053-001 ZONING: B-1 BASKETBALL COURT O O OO ON L Y / / / / / / / / / / / / / / /////// / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////////////////////// / / / / / / / / / / / / /// / / / /////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / /// /// / / / / ////////////// /////////////////// ///////////////////// ///////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////////// //// / / / / / / / / / / / / / / / / / / / / / / ///// / / // / //////////////////////////////// ///////// // / / / / / / / TREE TO BE REMOVED FENCE TO BE REMOVED AREAS TO BE REMOVED XXX STORM PIPE TO BE REMOVED SYMBOL DESCRIPTION DEMOLITION LEGEND WATERLINE TO BE REMOVED OVERHEAD ELECTRIC TO BE RELOCATED TREE TO BE REMOVED FENCE TO BE REMOVED AREAS TO BE REMOVED XXX STORM PIPE TO BE REMOVED SYMBOL DESCRIPTION DEMOLITION LEGEND WATERLINE TO BE REMOVED OVERHEAD ELECTRIC TO BE RELOCATED //////////// ////////////SD SD //////////// ////////////OHE OHE W W J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 1 . 0 0 O V E R A L L D E M O L I T I O N P L A N . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 2 9 : 3 4 P M - GC H A P I N ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: OVERALL DEMOLITION PLAN C2.00 E N W S 0 SCALE: 1 inch = 8040 80 ft. C2.01 C2.02 8" PV C XXXX XX X X XX XX XX XX XX XX XX XX X X X X X X X X X X X X XX XX XX XX E BUSHES G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E EE EEEEEEEE W W W W W W W W W W BF T SD O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O XX XX XX XX XX XX XX XX XX XX LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA L A LA LA LA LA LA LA LA LA LA L A LA LA LA LA LA LA S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS S S S S SS S S S S SS S S S S SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 2-STORY BRICK BUILDING FFE=44.89' E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SURVEY LIMITS TS BUSHES BUSHES SS SS SS SS TFOTFO TFO TFO TFO TF O TF O TFO TFO TF O TF O TFO TF O TF O TF O TV TV TV TV TV TV TH EE T 6' C H A I N - L I N K F E N C E 6" C P P CHAIN-LINK FENCE LA LA LA LA LA O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOO O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O LA LA LA LA LA LA LA LA LA LA L A LA LA LA LA OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO SINGLE-STORY BRICK BUILDING FFE=44.92' SINGLE-STORY BRICK BUILDING FFE=44.79' SS SS SS SS SS SS SS SS SS SS S SSS SS LA LA LA LA LA LA LA LA LA O O O LA LA LA LA LA L A LA LA L A OHE OHE OHE OHE OHE SU R V E Y L I M I T S E PARKING SIGN GA T E GATE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E LA ASPHALT PLAYGROUND BASKETBALL COURT ' SHRUB ' SHRUB ' SHRUB ' SHRUB ' SHRUB ' SHRUB ' SHRUB 10" OAK 6" CREPE MYRTLE CLUSTER 4" CREPE MYRTLE CLUSTER 6" CREPE MYRTLE CLUSTER LIVEOAK 24 TRIPLEOAK 10 6" CRETE MYRTLE CLUSTER 4" CRETE MYRTLE CLUSTER 6" CRETE MYRTLE CLUSTER LIVEOAK 14 ' SHRUB ' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB 10" CREPE MYRTLE CLUSTER 10" LONGLEAF PINE LIVEOAK 26 16" LONGLEAF PINE LIVEOAK 24 REDMAPLE 8 12" LOBLOLLY PINE 14" LOBLOLLY PINE 22" LIVE OAK 18" LOBLOLLY PINE 14" LOBLOLLY PINE 20" LOBLOLLY PINE " ORNAMENTAL " ORNAMENTAL" ORNAMENTAL " ORNAMENTAL" ORNAMENTAL 12" LIVE OAK 10" LIVE OAK 12" LIVE OAK 10" LIVE OAK 8" LIVE OAK " ORNAMENTAL" ORNAMENTAL 6" LIVE OAK 8" LIVE OAK 8" MAPLE " ORNAMENTAL 32" LIVE OAK 14" LIVE OAK 16" LIVE OAK LIVEOAK 18 LIVEOAK 9 TWINGUM 11 12" GUM 12" OAK LIVEOAK 12 LIVEOAK 15 LIVEOAK 12 LIVEOAK 11 6" CHERRY LAUREL CLUSTER LIVEOAK 30 6" CHERRY LAUREL CLUSTER LIVEOAK 14 17" LOBLOLLY PINE 15" LOBLOLLY PINE 12" OAK HORNBEAM 12 LIVEOAK 19 LIVEOAK 10 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W ONE WAY/WRONG WAY SIGN W NC 1 3 2 C O L L E G E R O A D OAKCLIFF DR PINECLIFF DR N/F ANDRE ADAMS DB 6643, PG 2350 P.I.D. #R06618-006-010-000 ZONING: R-15 N/F CHESTER & EILEEN LANGLEY DB 5598 PG 1284 P.I.D. #R06618-006-006-000 ZONING: R-15 N/F JOHN Q ALLEN DB 9911 PG 617 P.I.D. #R06618-006-005-000 ZONING: R-15 P.I.D. #R06618-006-007-000 ON L Y S0 1 ° 2 0 ' 3 1 " W 69 9 . 9 9 ' S88°40'13"E 217.90' S88°37'43"E 218.08' S88°41'06"E 148.17' EXISTING SCM #2 TO REMAIN / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////////////////////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //////////////////////////////////////////////////// ///////////////////////////////////////////////////////// //////////////////////////////////////////////////////////////////////////////////////////////////// // / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ////////////////////////////////////////////// ///////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / ///////////// / / / / / / / // / / / / / / //////////////////////////////////////////// /////////////////////////////////////////// ////// ELECTRIC BOX TO BE REMOVED WOOD POST TO BE REMOVED FENCE TO BE REMOVED (TYP.) CURB AND GUTTER TO BE REMOVED CURB AND GUTTER TO BE REMOVED DRAIN INLET TO BE REMOVED TREE TO BE REMOVED (TYP.) SIDEWALK TO BE REMOVED, SAW CUT AT NEAREST JOINT (TYP.) STORM DRAINAGE TO BE REMOVED OVERHEAD POWERLINES TO BE RELOCATED (BY OTHERS) UPON ACTIVATION OF NEW WATERLINES EXISTING WATER METER AND BACKFLOW DEVICES TO BE RELOCATED RELOCATE WELCOME CENTER SIGN STORM DRAIN TO BE REMOVED EX. WATER LINES TO REMAIN IN SERVICE UNTIL NEW CONNECTIONS ARE MADE, THEN TO BE ABANDONED. ELECTRICAL LINE TO BE RELOCATED FENCE TO BE REMOVED (TYP.) TRANSFORMER TO BE REMOVED EX. HYDRANT TO BE REMOVED EX. TELEPHONE PEDESTAL TO BE RELOCATED MILL AND OVERLAY THIS SECTION CHAINLINK FENCE TO BE REMOVED (TYP.) EXISTING PAINT TO BE REMOVED STORM PIPE TO BE REMOVED AT NEAREST SECTION TREE TO BE REMOVED FENCE TO BE REMOVED AREAS TO BE REMOVED XXX STORM PIPE TO BE REMOVED SYMBOL DESCRIPTION DEMOLITION LEGEND WATERLINE TO BE REMOVED OVERHEAD ELECTRIC TO BE RELOCATED //////////// //////////// //////////// ////////////OHE OHE W W J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 1 . X X D E M O L I T I O N P L A N . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 3 0 : 1 9 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: DEMOLITION PLAN C2.01 0 SCALE: 1 inch = 3015 30 ft. C2.01 C2.02 O O O O O O O O O O O OO OO OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O SAND PLAY GROUND 60' X 39' PICNIC SHELTER ON CONCRETE SLAB EXISTING BALL FIELD CONC. MAINT. BLDG FFE=44.6' WOOD BLDG CONC BLDG SAND VOLLEYBALL COURT WOOD SAND BOX 6 . 5 ' C H A I N - L I N K F E N C E 6.5' C H A I N - L I N K F E N C E 19.5' CHAIN-LINK FENCE 6.5' CHAIN-LINK FEN C E 6.5 ' C H A I N - L I N K F E N C E 9.5' CHAIN-LINK FENCE G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E 9.5 ' C H A I N - L I N K F E N C E SLAB ELEV=44.9' WOOD RETAINING WALL O O O O O OOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO OOOOOOOOOOO O O OOOOOOOOOOOOOOO X X XX XX XX XX XX O O O O O O O O O O O O O LA LA LA LA LA LA LA LA L A LA L A LA L A LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LALA LA LA S SS SS SS SS CONC. MAINT. BLDG FFE=44.6' X SS SS SS SS SS FENCED AREA CONTAINING 2 ELECTRIC GENERATORS ON CONCRETE PADS (TIE LINE) 4' C H A I N - L I N K F E N C E 9.5 ' C H A I N - L I N K F E N C E WOOD RETAINING WALL 4' CHAIN-LINK FENCE SINGLE-STORY BRICK BUILDING FFE=43.48' SINGLE-STORY MODULAR BUILDING FFE=46.08' O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O OOOOOO O O O O O O S S S S SS SS S SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS SS SS S S SS O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOO LA LA LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA LA LA LA LA LA XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX O O O LA LA LA LA LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA L A LA LA L A LA L A LA L A LA LALA LA LA LA ALUM. RAMP SPEED BUMPS SU R V E Y L I M I T S SURVEY LIMITS E E TRANSFORMER 4' C H A I N - L I N K F E N C E RAMP RAMP SPEED BUMP SPEED BUMP SPEED BUMP SPEED BUMP DR O P O F F AR E A DR O P O F F AR E A DR O P O F F AR E A GA T E GATE WOOD BENCHES6" OAK 12" OAKPINE 16 6" OAK PINE 10 6" OAK6" OAK PINE 10 PINE 12 PINE 14 PINE 12 PINE 10 PINE 12 PINE 14 PINE 12 PINE 10 8" MAGNOLIA PINE 12 PINE 10 10" OAK 8" OAK PINE 12 PINE 12 PINE 12 PINE 14 8" OAK 12" OAK PINE 18 PINE 12 PINE 10 PINE 10 PINE 10 PINE 12 PINE 14 PINE 12 PINE 12 PINE 10PINE 14 PINE 14 PINE 10 PINE 10 PINE 10 PINE 14 PINE 10 PINE 8 PINE 8 PINE 10 PINE 10 PINE 10 PINE 12 PINE 12 PINE 10 PINE 14 PINE 12 PINE 12 PINE 8 PINE 12 PINE 10 PINE 12 PINE 14 PINE 8 PINE 10 PINE 10 6" MAGNOLIA PINE 16 PINE 14 PINE 16 PINE 12PINE 12 PINE 12 PINE 8 PINE 14 PINE 16 PINE 10 PINE 12 PINE 12 PINE 14 PINE 10 PINE 12 PINE 10 PINE 10 PINE 12 PINE 18 PINE 8 PINE 14 QUADOAK 8 8" OAK PINE 12 PINE 16 PINE 14PINE 16 PINE 12 16" MAGNOLIA PINE 20 10" OAK 10" OAK8" OAK PINE 12 PINE 12 PINE 1410" FIR 18" OAK 8" OAK 8" OAK 8" OAK 10" OAK 10" OAK 8" OAK PINE 14 8" OAK PINE 20 PINE 16 DBLEOAK 12 10" OAK 8" OAK 8" OAK 8" OAK 10" OAK 8" OAK 10" MAGNOLIA PINE 16 PINE 16 22" OAK PINE 18 PINE 12 10" OAK PINE 12 PINE 14 PINE 12 PINE 12 PINE 14 PINE 16 PINE 18 PINE 1410" MAGNOLIA PINE 12 PINE 14 10" OAK PINE 14 PINE 18 PINE 16 PINE 18 PINE 16 PINE 12 PINE 12 PINE 14 PINE 14 10" OAK 12" OAK 16" OAK12" OAK PINE 14 10" FIR PINE 12 4" CREPE MYRTLE PINE 18 PINE 14 18" OAK 10" FIR PINE 14 TRIPLEOAK 18 PINE 16 12" OAK PINE 12 12" OAK PINE 14 8" OAK 8" OAK 10" OAK PINE 14 PINE 12 8" OAK 10" OAK 8" OAK 10" OAK PINE 128" OAK 8" OAK 8" OAK 8" OAK 8" OAKPINE 128" OAK PINE 14 8" OAK PINE 12 8" OAK 16" LONGLEAF PINE 14" LIVE OAK 8" OAK ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB 8" OAK ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB 6" OAK ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB 4" CREPE MYRTLE ' SHRUB' SHRUB ' SHRUB' SHRUB' SHRUB ' SHRUB' SHRUB' SHRUB 16" SWEET GUM 20" LOBLOLLY PINE 12" SWEET GUM 14" CYPRESS 12" CYPRESS 16" CYPRESS 16" CYPRESS 18" CYPRESS 12" CYPRESS 14" OAK 30" LIVE OAK 18" LIVE OAK 20" LIVE OAK 22" LIVE OAK 24" LIVE OAK 18" LIVE OAK 24" LIVE OAK 18" LIVE OAK 18" LIVE OAK 20" LIVE OAK 24" LIVE OAK 20" LIVE OAK 24" LIVE OAK 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 16" LOBLOLLY PINE 16" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 10" OAK 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 16" LOBLOLLY PINE 6" MAGNOLIA 16" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 8" MAGNOLIA 14" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 10" SWEET GUM 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE BLOAK 10 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 8" MAGNOLIA 14" LOBLOLLY PINE BLACK OAK 10" 8" MAGNOLIA 16" PINE 12" LOBLOLLY PINE TWIN 8" MAGNOLIA 16" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE QUADCYP 8 12" LOBLOLLY PINE 14" TWIN LOBLOLLY 12" LOBLOLLY PINE 12" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 10" MAGNOLIA 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 8" MAGNOLIA 14" LOBLOLLY PINE 8" MAGNOLIA 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 16" LOBLOLLY PINE 16" LOBLOLLY PINE 8" OAK 8" OAK8" OAK 8" OAK 14" LOBLOLLY PINE 14" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE12" LOBLOLLY PINE14" LOBLOLLY PINE 12" LOBLOLLY PINE 10" OAK 14" LOBLOLLY PINE 16" LOBLOLLY PINE 10" MAGNOLIA 16" LOBLOLLY PINE 14" LOBLOLLY PINE 8" OAK 14" LOBLOLLY PINE 14" LOBLOLLY PINE 10" OAK 14" LOBLOLLY PINE 10" MAPLE 10" SWEET GUM 14" LOBLOLLY PINE 16" TRIPLE MAPLE 8" OAK 14" SWEET GUM 14" LOBLOLLY PINE 16" LOBLOLLY PINE 10" SWEET GUM10" SWEET GUM 14" LOBLOLLY PINE12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" MAGNOLIA 12" LOBLOLLY PINE 22" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 24" LOBLOLLY PINE 22" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 24" LOBLOLLY PINE 16" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 16" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LIVE OAK 18" LOBLOLLY PINE 24" LIVE OAK 14" LOBLOLLY PINE 14" LIVE OAK 20" LOBLOLLY PINE 14" LIVE OAK 18" LIVE OAK 12" LIVE OAK " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL 12" BRADFORD PEAR " ORNAMENTAL " ORNAMENTAL 4" CREPE MYRTLE 4" CREPE MYRTLE 4" CREPE MYRTLE " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL" ORNAMENTAL 4" CREPE MYRTLE 10" " ORNAMENTAL " ORNAMENTAL ROAK 8 ROAK 10 4" CREPE MYRTLE 4" CREPE MYRTLE 4" CREPE MYRTLE 4" CREPE MYRTLE 4" CREPE MYRTLE " ORNAMENTAL" ORNAMENTAL BF N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R06618-006-008-000 ZONING: R-15 ±436,251 FT² OR ±10.015 ACRES N/F SCOTT & MEEGHAN AIMONE DB 6604 PG 2536 P.I.D. #R07106-003-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5496 PG 932 P.I.D. #R06618-006-009-000 ZONING: R-15 CAPE FEAR ACADEMY INC P.I.D. #R07100-003-052-000 BASKETBALL COURT O O O OO O O O O O O O OOOOOO ADDITIONAL PARKING N88°42'31"W S26 ° 0 1 ' 1 0 " W 27. 9 0 ' 561.31' N0 1 ° 2 2 ' 0 3 " E 31 3 . 8 5 ' N88°36'58"W 203.72' S0 2 ° 1 9 ' 5 6 " W 22 9 . 2 5 ' S88°44'34"E 199.52' S0 1 ° 1 5 ' 2 8 " W 23 0 . 3 3 ' S88°31'43"E 99.89' S26 ° 0 8 ' 1 2 " W 336 . 2 0 ' //////// / / / / / / / / ///////////////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / ////////////////////////////////////////////////// / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / / //// / / / / / //// / / / / / / / / / / / / / / / //////// ///////// ///////////////// ////////////////////////// / / / / / / / / / / / / / / / / / / / EXISTING BALL FIELD TO BE REMOVED TREE TO BE REMOVED (TYP.) SIDEWALK TO BE REMOVED (TYP.) STRUCTURE TO BE REMOVED (TYP.) FENCE TO BE REMOVED (TYP.) BLEACHERS TO BE REMOVED (TYP.) BUILDING TO BE REMOVED (TYP.) HALF OF BASKETBALL COURT TO BE SAWED CUT AND REMOVED SAND VOLLEYBALL COURT TO BE REMOVED SHELTER TO BE REMOVED STORM DRAIN TO BE REMOVED AND REPLACED VOLLEYBALL POSTS TO BE REMOVED WATER STRUCTURE TO BE REMOVED RAMP TO BE REMOVED AND REPLACED ROAD TO BE SAW CUT, REMOVED, AND REPLACED TREE TO BE REMOVED FENCE TO BE REMOVED AREAS TO BE REMOVED XXX STORM PIPE TO BE REMOVED SYMBOL DESCRIPTION DEMOLITION LEGEND WATERLINE TO BE REMOVED OVERHEAD ELECTRIC TO BE RELOCATED //////////// //////////// //////////// ////////////OHE OHE W W J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 1 . X X D E M O L I T I O N P L A N . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 3 0 : 2 6 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: DEMOLITION PLAN C2.02 0 SCALE: 1 inch = 3015 30 ft. C2.01 C2.02 >>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > O O O ALUM. RAMP RAMP OOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO CH A P R A D R I V E PRIV A T E 6 0 ' R / W MB 2 8 , P G 1 8 2 MB 5 1 , P G 3 5 7 O OOO O O O O O O O O O O O O O O O O O O O O OOOO OOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX O O O O LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA L A LA LA LA LA LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA E SURVEY LIMITS OUTLETSTRUCTURERIM=39.35'INV 24"RCP=36.37' TS 24 " R C P INV FES=35.98' EE (TIE LINE) 4" PVCPIPE WOOD RETAININGWALL LA O O O O O O O O OOO O O O O OOOOOOO O O O O O O O O O O O OOO O O O L A LA LA LA LALA LA LA LA LA LA LA OOOOOOO O O O O O O O O O O O OOO O O O OOOOOOOOOOOOOOO O O OOOOOOO O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOO O O O O O O O OOOOOO O O O O O O O O LALALA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA OO O O O O O O O O O OOOOOOO LA LA LALA LA LA LA LA O O O O OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO O O O O O O O O O O O O O O OOOO OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO O O O O O O O O OOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO LA LA LA LA LA LA OOOOOOOOOOO O O O O O O O O O O O OOOOOOOOOO LA LA LALA LA LA LA LA LA LA LA LA XX XX XX XX XX O LA LA LALA LA LA LA LA LA LA L A L A LA LALA SPEEDBUMPS SURVEY L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S E E SPEEDBUMP SPEEDBUMP SPEEDBUMP SPEEDBUMP SPEEDBUMP SPEED BUMP SPEEDBUMP DR O P O F F AR E A DRO P O F F ARE A DRO P O F F ARE A NC 1 3 2 C O L L E G E R O A D SATARA DR CH A P R A D R OAKCLIFF DR PINECLIFF DR N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/F ANDRE ADAMS DB 6643, PG 2350 P.I.D. #R06618-006-010-000 ZONING: R-15 N/F CHESTER & EILEEN LANGLEY DB 5598 PG 1284 P.I.D. #R06618-006-006-000 ZONING: R-15 N/F JOHN Q ALLEN DB 9911 PG 617 P.I.D. #R06618-006-005-000 ZONING: R-15 N/F TREVOR & MARINA LANPHEAR DB 5817 PG 491 P.I.D. #R06618-006-007-000 ZONING: R-15 N/F DONALD & LINDA STAKER DB 6261 PG 453 P.I.D. #R06618-006-016-000 ZONING: R-15 N/F CHRISTOPHER & NINA KELSON DB 6673 PG 2660 P.I.D. #R06618-006-004-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R06618-006-008-000 ZONING: R-15 ±436,251 FT² OR ±10.015 ACRES N/F TRECA HOLDINGS, LLC DB 6171 PG 272 P.I.D. #R07100-003-053-000 ZONING: B-1 N/F SCOTT & MEEGHAN AIMONE DB 6604 PG 2536 P.I.D. #R07106-003-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5352 PG 1984 P.I.D. #R06618-006-017-000 ZONING: R-15 N/F DOMENICK & CATERINA RELLA DB 5236 PG 489 P.I.D. #R06618-006-014-000 ZONING: R-15 N/F CRAIG & SUZANNE DB 6349 PG 1287 P.I.D. #R06618-006-001-000 ZONING: R-15 N/F KENNETH & ROBERTA DANFORD DB 1422 PG 1418 P.I.D. #R06618-006-003-000 ZONING: R-15 N/F MICHAEL & HANNA BOXER DB 5321 PG 1685 P.I.D. #R07106-003-005-000 ZONING: R-15 N/F SUSAN G SOBOL DB 6584 PG 228 P.I.D. #R07106-003-002-000 ZONING: R-15 N/F SUS A N G S O B O L DB 6 5 8 4 P G 2 2 8 P.I. D . # R 0 6 6 1 8 - 0 0 6 - 0 1 2 - 0 0 0 ZON I N G : R - 1 5 N/F WILLIAM & LINDA HILL DB 1761 PG 828 P.I.D. #R06618-006-002-000 ZONING: R-15 N/F SUS A N G S O B O L DB 6 5 8 4 P G 2 2 8 P.I.D . # R 0 6 6 1 8 - 0 0 6 - 0 1 5 - 0 0 0 ZO N I N G : R - 1 5 N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/F SCOTT & MEEGHAN AIMONE DB 6631 PG 907 P.I.D. #R07106-003-009-001 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5496 PG 932 P.I.D. #R06618-006-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R07100-003-052-000 ZONING: B-1 ±154273 FT² OR ±0.351 ACRES N/F CAPE FEAR ACADEMY ETAL DB 6568 PG 2301 P.I.D. #R07100-003-052-002 ZONING: B-1 N/F CAPE FEAR ACADEMY ETAL DB 6568 PG 2301 P.I.D. #R07100-003-053-001 ZONING: B-1 O O OO ON L Y S0 1 ° 2 0 ' 3 1 " W 69 9 . 9 9 ' S0 1 ° 2 3 ' 0 1 " W 38 5 . 9 9 ' S0 1 ° 2 4 ' 3 8 " W 15 8 . 6 3 ' N88°42'31"W 163.25' S2 6 ° 0 1 ' 1 0 " W 27 . 9 0 ' S0 9 ° 4 0 ' 4 7 " W 97 . 3 0 ' S67° 5 8 ' 5 3 " E 201. 9 4 ' S0 0 ° 5 2 ' 3 2 " W 64 . 3 3 ' N67° 5 7 ' 4 8 " W 150. 2 5 'N26 ° 0 8 ' 0 5 " E 245 . 8 2 ' N78°19'50 " W 561.31' N0 1 ° 2 2 ' 0 3 " E 31 3 . 8 5 ' N88°36'58"W 203.72' S0 2 ° 1 9 ' 5 6 " W 22 9 . 2 5 ' N75°18 ' 4 8 " W 178.29' N75°30' 4 6 " W 27.73' N74°5 3 ' 0 8 " W 163.50' N 4 8 ° 4 6 ' 4 8 " W 69 . 6 3 ' N 4 8 ° 0 8 ' 1 9 " W 34 2 . 7 8 ' N2 1 ° 0 9 ' 2 9 " E 35 7 . 6 9 ' S84°58'23"E 87.02' S65°55'58"E 89.90'N73°46'17"E 40.06' S63° 2 6 ' 5 1 " E 211 . 9 6 ' N82°07'27"E 56.65' N0 1 ° 3 2 ' 2 5 " E 14 3 . 3 3 ' S79°48'43" E 104.57' N03°17'42"E 20.90' N0 1 ° 0 9 ' 2 7 " E 19 4 . 6 4 ' N0 1 ° 1 9 ' 0 3 " E 12 4 . 9 2 ' N08°59'09"W 74.50' N08°49'46"W 37.51' N02°17'31"E 45.13' N85°01'56"E 121.57'S05°03'29"E 58.66' S88°38'21"E 308.06' S88°40'13"E 217.90' S88°37'43"E 218.08' S88°41'06"E 148.17' S0 1 ° 1 5 ' 0 6 " W 24 8 . 9 4 ' S88°44'34"E 199.52' S0 1 ° 1 5 ' 2 8 " W 23 0 . 3 3 ' S01°15'58"W 351.36' S88°31'43"E 99.89' N64 ° 5 4 ' 2 2 " W 116. 6 7 ' S26 ° 0 8 ' 1 2 " W 336 . 2 0 ' S67° 5 5 ' 3 3 " E 62.6 4 ' EXISTING CAMERON HALL 24' 24' R35'R35' SCM 1 PART 2 R35' PROPOSED SIDEWALK IMPROVEMENT MIDDLE SCHOOL FIELD PROPERTY BOUNDARY (TYP.) PROPOSED FENCE EXISTING PARKING LOT EXISTING CAMPUS R25' R25' ACCESS CONTROL GATE R39.54'R40' HALF-COURT BASKETBALL SCM 1 PART 1 EXISTING SCM 3 EXISTING SCM 2 PROPOSED CAMERON HALL EXPANSION PROPERTY BOUNDARY (TYP.) PROPERTY BOUNDARY (TYP.) SAND VOLLEYBALL COURT SYMBOL DESCRIPTION BUILDING CONCRETE CURB & GUTTER HEAVY DUTY ASPHALT PAVING LIMIT OF DISTURBANCE BOUNDARY BUFFER CENTER LINE EASEMENT LOT LINE PHASE LINE RIGHT OF WAY SETBACK LOD SITE LEGEND O O O O O FENCE POST TURF J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . 0 0 O V E R A L L S I T E P L A N . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 1 6 : 3 0 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: OVERALL SITE PLAN C3.00 E N W S 0 SCALE: 1 inch = 8040 80 ft. C3.01 C3.02 OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX XX XX XX XX XX XX LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA L A LA LA LA LA LA LA LA LA LA L A LA LA LA LA LA LA END ONE WAY SIGN NO TRESSPASSING SIGN BEGIN ONE WAY SIGN CFA TRAFFIC FLOW SIGN ONE WAY SIGN PARKING AHEAD SIGN SPEED LIMIT SIGN STOP SIGN PARKING LOT SIGN SPEED BUMP E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SURVEY LIMITS TS BUSHES BUSHES EE CHAIN-LINK FENCE LA LA LA LA LA O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOO O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O LA LA LA LA LA LA LA LA LA LA L A LA LA LA LA OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O STOP SIGN VISITOR SIGNS HC SIGNS RESERVED SIGNS OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO LA LA LA LA LA LA LA LA LA O O O LA LA LA LA LA L A LA LA L A 11' X 1.5' LED SIGN OHE OHE OHE OHE OHE SU R V E Y L I M I T S WRONG WAY SIGN E DO NOT ENTER OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SCHOOL PROPERTY/ SPEED LIMIT SIGN LA ASPHALT PLAYGROUND BASKETBALL COURT NC 1 3 2 C O L L E G E R O A D OAKCLIFF DR PINECLIFF DR N/F ANDRE ADAMS DB 6643, PG 2350 P.I.D. #R06618-006-010-000 ZONING: R-15 N/F CHESTER & EILEEN LANGLEY DB 5598 PG 1284 P.I.D. #R06618-006-006-000 ZONING: R-15 N/F JOHN Q ALLEN DB 9911 PG 617 P.I.D. #R06618-006-005-000 ZONING: R-15 P.I.D. #R06618-006-007-000 ON L Y >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > OOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO SCM 1 PART 1 PROPOSED 6" SPILL CURB (TYP.) CAMERON HALL EXPANSION (SEE ARCHITECTURAL PLANS) PROPERTY BOUNDARY (TYP.) 172.80' 77' R35'R35' R35' 24' 24' SCM 1 PART 2 ACCESS CONTROL GATE (DESIGN BY OTHERS) R25' R25.09' R40'R38.73' 24" WHITE STOP BAR & STOP SIGN (TYP.) PROPOSED CURB AND GUTTER (TYP.) EXISTING CAMERON HALL PROPOSED WALK (TYP.) WELCOME CENTER SIGN TO BE RELOCATED TO HERE STOP SIGN STOP AND NO RIGHT TURN SIGN DRAINAGE SWALE (DS-2) DRAINAGE SWALE (DS-1) NO LEFT TURN SIGN AND WRONG WAY SIGN ON BACK EDGE OF PAVEMENT (TYP.) PROPOSED 6" SPILL CURB (TYP.) WRONG WAY SIGN TIE TO EX. SIDEWALK TIE TO EX. SIDEWALK TIE TO EX. SIDEWALK RETAINING WALL WITH FENCING (DESIGN BY OTHERS SYMBOL DESCRIPTION BUILDING CONCRETE CURB & GUTTER HEAVY DUTY ASPHALT PAVING LIMIT OF DISTURBANCE BOUNDARY BUFFER CENTER LINE EASEMENT LOT LINE PHASE LINE RIGHT OF WAY SETBACK LOD SITE LEGEND O O O O O FENCE POST TURF J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 2 . X X S I T E P L A N . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 1 6 : 4 1 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: SITE PLAN C3.01 0 SCALE: 1 inch = 3015 30 ft. C3.01 C3.02 SAND PLAY GROUND WOOD RETAINING WALL O O O O O OOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO OOOOOOOOOOO O O OOOOOOOOOOOOOOO O O O O O O O O O O O O O LA LA LA LA LA LA LA LA L A LA L A LA L A LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LALA X FENCED AREA CONTAINING 2 ELECTRIC GENERATORS ON CONCRETE PADS 4' C H A I N - L I N K F E N C E WOOD RETAINING WALL 4' CHAIN-LINK FENCE O O O O O O O O O O OOOOO O O O O O O O O O O O O O O O O O O O O O O OOOOOO O O O O O O O O O O O O O O O O OOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOO LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA LA LA LA LA LA XX XX XX XX XX XX XX XX O O O LA LA LA LA LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA L A LA LA L A 11' X 1.5' LED SIGN LA L A LA L A LA LALA LA LA LA SPEED BUMPS SU R V E Y L I M I T S SURVEY LIMITS E E HC SIGNS SPEED BUMP SPEED BUMP SPEED BUMP HC SIGN SPEED BUMP STOP SIGN ONE WAY DO NOT ENTER DR O P O F F AR E A DR O P O F F AR E A DR O P O F F AR E A HC SIGNS WOOD BENCHES OO O O O O O O O OOOOOO ADDITIONAL PARKING > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > O O O O O O O O O ALUM. RAMP RAMP MIDDLE SCHOOL FIELD PROPERTY BOUNDARY (TYP.) PROPOSED 7' SIDEWALK DRAINAGE SWALE 3 CONCRETE PAD PROPOSED CONCRETE WHEEL STOP (TYP.)46.94' 56.49' BLEACHERS (TYP.) (BY OTHERS) BENCHES (TYP.) (BY OTHERS) SPORT NET SPORT NET 200' 60' 132' 180' 54' 18' SIGN/SCOREBOARD POWER RECEPTACLE (TYP.) (DESIGNED BY OTHERS) VEHICULAR ACCESS GATE PROPOSED EOP 19' 9' 19' GOAL (TYP.) EDGE OF TURF PEDESTRIAN ACCESS GATE 165' (TYP.) 49.5' 91.33' VOLLEYBALL POST (TYP.) EXISTING BASKETBALL COURT SAND VOLLEY BALL COURT 25' 10.58' 12.4' 12.4' EMERGENCY EGRESS WITH PANIC HARDWARE DRAINAGE SWALE (DS-3) PROPOSED CROSSWALK (TYP.) TIE TO EX. SIDEWALK RAMP (DESIGNED BY OTHERS) SYMBOL DESCRIPTION BUILDING CONCRETE CURB & GUTTER HEAVY DUTY ASPHALT PAVING LIMIT OF DISTURBANCE BOUNDARY BUFFER CENTER LINE EASEMENT LOT LINE PHASE LINE RIGHT OF WAY SETBACK LOD SITE LEGEND O O O O O FENCE POST TURF j:\ 2 5 \ 0 6 8 6 - a - c a p e f e a r a c a d e m y - n h c - s c h o o l e x p a n s i o n \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 2 . X X S I T E P L A N . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 4 : 0 9 : 1 7 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: SITE PLAN C3.02 0 SCALE: 1 inch = 3015 30 ft. C3.01 C3.02 G G G G G G G G G G G G G E E E E E E E E EEE E E E E E E CH A P R A D R I V E PRIV A T E 6 0 ' R / W MB 2 8 , P G 1 8 2 MB 5 1 , P G 3 5 7 O OOO O O O O O O O O O O O O O O O O O O O O OOOO OOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX O O O O SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S SS SS SS SS S S SS S S S S SS SS SS SS SS SS SS E OHE OHE OHE SS SS SS SS SS SS SS SS SURVEY LIMITS OUTLETSTRUCTURERIM=39.35'INV 24"RCP=36.37' TS BUSHES BUSHES SDSD SS SS SS SD SD SD SD 24 " R C P INV FES=35.98' SD SD SD SD TFO TFO TF O TF O TF OTV TV TH EE T T 4" PVCPIPE O O O O O O O O OOO O O O O OOOOOOO O O O O O O O O O O O OOO O O O SDSD SD SD SD S D SD SD S D SDSDSD SD SD SD S D S OOOOOOO O O O O O O O O O O O OOO O O O SD SD SD SD SD SD SD SD SD OOOOOOOOOOOOOOO O O OOOOOOO O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOO O O O O O O O OOOOOO O O O O O O O O OO O O O O O O O O O OOOOOOO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D SD SD O O O O OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD O O O O O O O O O O O O O O OOOO OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO O O O O O O O O OOOOO O O O O O O O O O O O O O S SS SS SS SS S S S S S O O O O O O O O O O O O O O OOOO OOOOOOOOOOO O O O O O O O O O O O OOOOOOOOOO XX XX XX XX XX O OHE OHE SURVEY L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SD SD SD SD S D SD SD SD SD OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E E E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWW W WW NC 1 3 2 C O L L E G E R O A D SATARA DR CH A P R A D R OAKCLIFF DR PINECLIFF DR BF O O OO >>>>>>>>>>>>>>> > > > > > > > > > > > > > SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > X X ALUM. RAMP RAMP XX 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 W 4" PVC WATER LINE 8" PVC FIRE LINE 4" PVC WATER LINE 6" PVC WATER LINE WWW W W W W W W W W WWW SS SS SYMBOL DESCRIPTION FIRE LINE WATER MAIN SEWER CLEANOUT SEWER MANHOLE WATER VALVE FIRE HYDRANT ASSEMBLY BACKFLOW PREVENTER WATER METER SANITARY SEWER PIPE FIRE DEPARTMENT CONNECTION (FDC) FL FL W W BLOW OFF PROPOSED UTILITIES LEGEND POST INDICATOR VALVE j:\ 2 5 \ 0 6 8 6 - a - c a p e f e a r a c a d e m y - n h c - s c h o o l e x p a n s i o n \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 3 . 0 0 O V E R A L L U T I L I T Y P L A N . d w g - Fr i d a y , F e b r u a r y 2 7 , 2 0 2 6 6 : 4 9 : 3 5 A M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: OVERALL UTILITY PLAN C4.00 E N W S 0 SCALE: 1 inch = 8040 80 ft. C4.01 C4.02 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E EE SD OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX XX XX XX XX XX XX LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA L A LA LA LA LA LA LA LA LA LA L A LA LA LA LA LA LA S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS S S S S SS S S S S SS S S S S SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 6" PVC 6 " P V C 8" PVC 8" P V C SURVEY LIMITS TS SS SS SS SS 4" P V C 24 " R C P 15 " R C P 15" RCP 15" RCP TFOTFO TFO TFO TFO TF O TF O TFO TFO TF O TF O TFO TF O TF O TF O TV TV TV TV TV TV TH EE T CHAIN-LINK FENCE LA LA LA LA LA O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOO O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O LA LA LA LA LA LA LA LA LA LA L A 6" PVC LA LA LA LA 15" RCP OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO SS SS SS SS SS SS SS SS SS SS S S 8" PVC SS SS LA LA LA LA LA LA LA LA LA O O O LA LA LA LA LA L A LA LA L A OHE OHE OHE OHE OHE SU R V E Y L I M I T S E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E LA ASPHALT PLAYGROUND BASKETBALL COURT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W NC 1 3 2 C O L L E G E R O A D OAKCLIFF DR PINECLIFF DR N/F ANDRE ADAMS DB 6643, PG 2350 P.I.D. #R06618-006-010-000 ZONING: R-15 N/F CHESTER & EILEEN LANGLEY DB 5598 PG 1284 P.I.D. #R06618-006-006-000 ZONING: R-15 N/F JOHN Q ALLEN DB 9911 PG 617 P.I.D. #R06618-006-005-000 ZONING: R-15 P.I.D. #R06618-006-007-000 ON L Y >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > XXXX 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 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 X X X X X X X X X X X XX FES-224" RCP W W W W W W 6" C-900 PVC 6" 90° BEND 8" x 6" TEE CONNECT TO EXISTING WATER MAINS VIA TAPPING SLEEVES & VALVES W INSTALL VALVES AND TEE. ONCE INSTALLED SHUT OFF WATER AND CAP LINE FIRE HYDRANT ASSEMBLY (TYP.) 2" WATER METER 8" DERINGER MODEL 50 BACKFLOW IN HOTBOX 8" PIV 4"x2" SERVICE SADDLE 6" PIV SS CO-01 RIM: 43.30' INV.: 36.85' 28.63 LF 4" C900 PVC @ 3.75% EXISTING SSMH-2 RIM: 43.08' (EXIST.) INV. IN: 35.36' (EXIST.) INV. IN: 35.78' (EXIST.) INV. OUT: 35.28' (EXIST.) WWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWW 8" GV FES-1 4" C-900 PVC 4" C-900 PVC 12" C-900 PVC 12" C-900 PVC PPES-1 PPES-2 24" RCP 12" TEE 4" TEE 2" PVC FFE = 44.25' EXISTING VALVE (TYP.) ONCE NEW WATERLINE IS INSTALLED AND ACTIVE, REMOVE EXISTING WATERLINE, METER, AND BACKFLOW DEVICES (PROP.) CORE HOLE FOR NEW SEWER SERVICE 2" WATTS MODEL 909 BACKFLOW IN HOTBOX NOTE: CONTRACTOR TO PROVIDE WIRING FROM MAIN PANEL TO HEATED HOT BOX ENCLOSURE W 45 DEGREE BEND (TYP.) SS SS SYMBOL DESCRIPTION FIRE LINE WATER MAIN SEWER CLEANOUT SEWER MANHOLE WATER VALVE FIRE HYDRANT ASSEMBLY BACKFLOW PREVENTER WATER METER SANITARY SEWER PIPE FIRE DEPARTMENT CONNECTION (FDC) FL FL W W BLOW OFF PROPOSED UTILITIES LEGEND POST INDICATOR VALVE j:\ 2 5 \ 0 6 8 6 - a - c a p e f e a r a c a d e m y - n h c - s c h o o l e x p a n s i o n \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 3 . X X U T I L I T Y P L A N . d w g - Fr i d a y , F e b r u a r y 2 7 , 2 0 2 6 6 : 5 7 : 3 8 A M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: UTILITY PLAN C4.01 0 SCALE: 1 inch = 3015 30 ft. C4.01 C4.02 SAND PLAY GROUND E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E WOOD RETAINING WALL O O O O O OOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO OOOOOOOOOOO O O OOOOOOOOOOOOOOO O O O O O O O O O O O O O LA LA LA LA LA LA LA LA L A LA L A LA L A LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LALA X FENCED AREA CONTAINING 2 ELECTRIC GENERATORS ON CONCRETE PADS 4' C H A I N - L I N K F E N C E WOOD RETAINING WALL 4' CHAIN-LINK FENCE O O O O O O O O O O OOOOO O O O O O O O O O O O O O O O O O O O O O O OOOOOO O O O O O O S S S S SS SS S SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS 8" PVC 6 " P V C 6" P V C 6" P V C 6" PVC SS SS S S SS O O O O O O O O O O OOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOO LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA LA LA LA LA LA XX XX XX XX XX XX XX XX O O O LA LA LA LA LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA L A LA LA L A LA L A LA L A LA LALA LA LA LA SPEED BUMPS SU R V E Y L I M I T S SURVEY LIMITS E E TRANSFORMER SPEED BUMP SPEED BUMP SPEED BUMP SPEED BUMP DR O P O F F AR E A DR O P O F F AR E A DR O P O F F AR E A WOOD BENCHES OO O O O O O O O OOOOOO ADDITIONAL PARKING SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > X X X X X ALUM. RAMP RAMP SS SS SYMBOL DESCRIPTION FIRE LINE WATER MAIN SEWER CLEANOUT SEWER MANHOLE WATER VALVE FIRE HYDRANT ASSEMBLY BACKFLOW PREVENTER WATER METER SANITARY SEWER PIPE FIRE DEPARTMENT CONNECTION (FDC) FL FL W W BLOW OFF PROPOSED UTILITIES LEGEND POST INDICATOR VALVE j:\ 2 5 \ 0 6 8 6 - a - c a p e f e a r a c a d e m y - n h c - s c h o o l e x p a n s i o n \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 3 . X X U T I L I T Y P L A N . d w g - Fr i d a y , F e b r u a r y 2 7 , 2 0 2 6 6 : 5 7 : 4 5 A M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: UTILITY PLAN C4.02 0 SCALE: 1 inch = 3015 30 ft. NOTE: NO UTILITY WORK ON THIS SHEET C4.01 C4.02 41 41 42 42 42 42 42 42 42 4 2 43 43 4 3 43 43 43 43 43 43 43 43 43 43 43 43 43 434343 43 43 44 44 44 44 44 44 44 44 44 44 44 44 44 4 4 4 4 45 45 45 45 46 46 47 G G G G G G G G G G G G G E E E E E E E E EEE E E E E E E O OOO O O O O O O O O O O O O O O O O O O O O OOOO OOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX O O O O SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S SS SS SS SS S S SS S S S S SS SS SS SS SS SS SS E OHE OHE OHE SS SS SS SS SS SS SS SS SURVEY LIMITS OUTLETSTRUCTURERIM=39.35'INV 24"RCP=36.37' TS BUSHES BUSHES SDSD SS SS SS SD SD SD SD 24 " R C P INV FES=35.98' SD SD SD SD TFO TFO TF O TF O TF OTV TV TH EE T T 4" PVCPIPE O O O O O O O O OOO O O O O OOOOOOO O O O O O O O O O O O OOO O O O SDSD SD SD SD S D SD SD S D SDSDSD SD SD SD S D S OOOOOOO O O O O O O O O O O O OOO O O O SD SD SD SD SD SD SD SD SD OOOOOOOOOOOOOOO O O OOOOOOO O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOO O O O O O O O OOOOOO O O O O O O O O OO O O O O O O O O O OOOOOOO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D SD SD O O O O OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD O O O O O O O O O O O O O O OOOO OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO O O O O O O O O OOOOO O O O O O O O O O O O O O S SS SS SS SS S S S S S O O O O O O O O O O O O O O OOOO OOOOOOOOOOO O O O O O O O O O O O OOOOOOOOOO XX XX XX XX XX O OHE OHE SURVEY L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SD SD SD SD S D SD SD SD SD OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E E E DR O P O F F AR E A DRO P O F F ARE A DRO P O F F ARE A OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWW W WW BF O O OO ON L Y >>>>>>>>>>>>>>> > > > > > > > > > > > > > SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > X X ALUM. RAMP RAMP XX 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 24" RCP 8.0 PVC 8" PVC 4141 42 42 4243 3939 4 0 40 41 4344 44 3233 34 3536373839 39 39 404040 40 4 0 40 4040 4 0 4141 41 41 41 41 4 1 4141 41 4 1 41 41 41 41 41 41 41 41 42 4 2 42 42 42 4242 4 2 42 42 42 42 42 424242 4 2 424 24242 4343 43 4 3 43 444444 44 34 35 36 37 38 39 404142 32 33 34 35 36 37 38 3839 39 40 404141 43 43 4 4 4 4 44 4 4 44 44 44 4 4 44 44 44 4 4 44 4 4 44 4444 45 4 5 45 45 45 4 5 45 4545 46 46 46 46 46 4 6 47 47 47 47 48 48 DI-01 FES-1 FES-2 24 " R C P PPES-1 PPES-2 6" PVC DI-04 DI-056" PVC EXISTING DI-02 SCM 1 PART 1 SCM 1 PART 2 EXISTING SCM 3 EXISTING SCM 2 UGD-01 UGD-05 UGD-04 UGD-02 UGD-03 MH-01 MH-02 FES-04 DI-07 EXISTING DI-03 FES-5 (2) 24" RCP 24" RCP 24" RCP 24" RCP 12" HDPE 24" RCP 15 " H D P E 15 " H D P E (3) 24" RCP 48" RCP FES-6 STORM PIPE TRENCH DRAIN CATCH BASIN (CB) YARD INLET (YI)/DROP INLET (DI) JUNCTION BOX (JB) FLARED END SECTION (FES) HEAD WALL (HW) RIP RAP DISSIPATER SYMBOL DESCRIPTION PROPOSED STORM DRAINAGE LEGEND DOMED AREA INLET ROUND AREA INLET SQUARE AREA INLET JUNCTION BOX j:\ 2 5 \ 0 6 8 6 - a - c a p e f e a r a c a d e m y - n h c - s c h o o l e x p a n s i o n \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 4 . 0 0 O V E R A L L S T O R M D R A I N A G E P L A N . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 4 : 1 0 : 0 2 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: OVERALL STORM DRAINAGE PLAN C5.00 E N W S 0 SCALE: 1 inch = 8040 80 ft. C5.01 C5.02 35 36 36 36 36 36 37 37 37 38 38 38 39 39 39 39 40 40 40 40 40 40 40 40 40 40 4141 41 41 41 41 41 41 41 4141 41 41 41 41 41 41 41 41 41 42 42 42 42 4242 42 4 2 42 42 42 42 42 4242 42 42 42 42 42 43 43 43 43 43 43 43 43 43 43 43 4 3 43 43 43 43 44 44 4 4 44 44 44 44 44 44 4 4 44 44 44 44 45 4 5 45 46 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > XXXX 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 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 X X X X X X X X X X X XX G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E EE SD OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX XX XX XX XX XX XX S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS S S S S SS S S S S SS S S S S SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS END ONE WAY SIGN NO TRESSPASSING SIGN BEGIN ONE WAY SIGN CFA TRAFFIC FLOW SIGN ONE WAY SIGN PARKING AHEAD SIGN SPEED LIMIT SIGN STOP SIGN PARKING LOT SIGN SPEED BUMP E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 6" PVC 6 " P V C 8" PVC 8" P V C SURVEY LIMITS BRICK RETAINING WALL BRICK RETAINING WALL TS 48 " R C P 48 " R C P 36 " R C P 36 " R C P 30 " R C P 18" R C P 36" R C P SS SS SS SS 4" P V C 24 " R C P 15 " R C P 15" RCP 15" RCP INV,=35.77' INV,=35.91' 36" RCP TFOTFO TFO TFO TFO TF O TF O TFO TFO TF O TF O TFO TF O TF O TF O TV TV TV TV TV TV TH EE T INV FES=33.51' INV 6" CPP=38.55' CHAIN-LINK FENCE O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOO O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O 6" PVC 30" RCP 30 " R C P 36" RCP 36" RCP 24 " R C P 15" RCP OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O 12" CP P 12" CPP 12" CPP 12" CPP 15" RCP 12 " C P P 12" CPP STOP SIGN VISITOR SIGNS HC SIGNS RESERVED SIGNS OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO 6" CP P 6" C P P 6" C P P 6 " C P P 6" C P P 1 5 " R C P 6" C P P 12 " C P P 12" CPP 6" CPP 6" P V C 6" P V C 6" P V C 6" C P P 8" P V C 2"C P P 4"C P P 4"PVC 4"PVC 8" PVC 12" CP P 6 " P V C 6 " P V C 6" C P P 15 " R C P SS SS SS SS SS SS SS SS SS SS S S 8" PVC SS SS 8" PVC UNKNOWN DESTINATION 8" C P P 8" CPP 3-6" CPP 4" PVC O O O 11' X 1.5' LED SIGN OHE OHE OHE OHE OHE 6" P V C SU R V E Y L I M I T S WRONG WAY SIGN E 12" CPP 6" C P P 6" C P P 6" CPP 15 " R C P 6" C P P 6 " C P P 6" CPP 8" P V C 8" PVC UNKNOWN DESTINATION 8" P V C UNK N O W N DES T I N A T I O N UNKNOWN ORIGIN UNKNOWN ORIGIN UNKNOWN ORIGIN DO NOT ENTER OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SCHOOL PROPERTY/ SPEED LIMIT SIGN ASPHALT PLAYGROUND BASKETBALL COURT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W NC 1 3 2 C O L L E G E R O A D OAKCLIFF DR PINECLIFF DR INV,=35.91' INV,=35.93' N/F ANDRE ADAMS DB 6643, PG 2350 P.I.D. #R06618-006-010-000 ZONING: R-15 N/F CHESTER & EILEEN LANGLEY DB 5598 PG 1284 P.I.D. #R06618-006-006-000 ZONING: R-15 N/F JOHN Q ALLEN DB 9911 PG 617 P.I.D. #R06618-006-005-000 ZONING: R-15 P.I.D. #R06618-006-007-000 ON L Y DRAINAGE SWALE (DS-1) DRAINAGE SWALE (DS-2) 41 41 42 424344 40 40 4140 39 38 37 3 8 3 9 4041 41 40 39 40 40 FES-1 INV.: 36.82' FES-2 INV.: 36.50' DI-01 INV.: 34.81' EXISTING DI-01 RIM: 42.37' (EXIST.) INV. IN: 34.71' (DI-01) (EXIST.) INV. IN: 33.71' (NW) (EXIST.) INV. IN: 33.74' (S) (EXIST.) INV. OUT: 33.71' (FES-6) (EXIST.) PPES-2 INV.: 37.83' PPES-1 INV.: 37.86' DI-05 RIM: 44.36' INV. IN: 41.93' (DI-04) INV. OUT: 41.93' (EXISTING DI-02)DI-04 RIM: 44.35' INV. OUT: 42.27' (DI-05) SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS S S S S SS SS S S S S SS SS S S S S W W W W W W WWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWW SCM 1 PART 2 SCM 1 PART 1 FFE: 44.25 W EXISTING DI-02 RIM: 44.40' (EXIST.) INV :21.20' (E)(PROP.) INV :41.20' (S)(EXIST.) INV :40.30' (W)(EXIST.) 57.70 LF 24" RCP @ 0.55% 19.69 LF 8" PVC @ 0.50% 46.23 LF 24" RCP @ 0.06% 31.29 LF 6" PVC @ 2.32% 68.20 LF 6" PVC @ 0.50% (W) (PROP.) 31 3 1 31 31 32 32 3 2 32 33 33 33 33 3 3 33 34 34 34 34 35 35 35 35 36 36 36 36 37 37 38 38 39 39 40 40 41 41 41 42 42 42 42 4 2 4 3 44 STORM PIPE TRENCH DRAIN CATCH BASIN (CB) YARD INLET (YI)/DROP INLET (DI) JUNCTION BOX (JB) FLARED END SECTION (FES) HEAD WALL (HW) RIP RAP DISSIPATER SYMBOL DESCRIPTION PROPOSED STORM DRAINAGE LEGEND DOMED AREA INLET ROUND AREA INLET SQUARE AREA INLET JUNCTION BOX J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 4 . X X S T O R M D R A I N A G E P L A N . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 2 5 : 4 1 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: STORM DRAINAGE PLAN C5.01 0 SCALE: 1 inch = 3015 30 ft. C5.01 C5.02 343435 35 36 36 36 37 37 37 37 37 3 8 38 38 38 38 3 8 38 3939 3 9 39 3 9 39 3 9 39 39 39 39 40 4 0 40 40 40 4 0 40 40 40 40 4 0 40 40 40 4 0 40 40 40 40 41 41 41 41 41 4 1 41 4 1 41 4 1 41 41 4 1 41 41 42 42 42 42 4242 42 4 2 42 42 42 4343 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 44 44 44 44 44 44 44 44 44 4 4 44 44 44 44 4 4 44 44 44 4 4 4444 44 44 44 44 44 4 4 44 4 4 44 44 44 45 45 4 5 45 45 45 4545 45 45 45 45 4 5 45 45 45 4 5 45 4 6 46 46 4 6 46 46 46 4 6 46 46 47 47 47 47 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > X X X X X ALUM. RAMP RAMP SAND PLAY GROUND G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E WOOD RETAINING WALL 8" C P P O O O O O OOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO OOOOOOOOOOO O O OOOOOOOOOOOOOOO X X XX XX XX XX XX O O O O O O O O O O O O O S SS SS SS SS 8" P V C X 30 " R C P SS SS SS SS SS FENCED AREA CONTAINING 2 ELECTRIC GENERATORS ON CONCRETE PADS 4' C H A I N - L I N K F E N C E WOOD RETAINING WALL 4' CHAIN-LINK FENCE 4"PVC 8" PVC 1 2 " P V C O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O OOOOOO O O O O O O 24" RCP 24" RCP 12" CP P 6 " P V C 6 " P V C 6" C P P 24" RCP 15 " R C P S S S S SS SS S SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS 8" PVC 6 " P V C 6" P V C 6" P V C 6" PVC SS SS 8" PVC UNKNOWN DESTINATION S S SS 8" C P P 8" CPP 3-6" CPP 4" PVC 12" R C P 18" RCP 1 8 " R C P 18 " R C P O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOO XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX O O O 11' X 1.5' LED SIGN 1 2 " R C P 6" P V C SPEED BUMPS SU R V E Y L I M I T S SURVEY LIMITS 8" C P P 12" CPP 1 5 " R C P 18 " R C P 18 " R C P E E 15 " R C P 6 " C P P 6" CPP HC SIGNS 8" P V C 8" PVC UNKNOWN DESTINATION 8" P V C UNK N O W N DES T I N A T I O N TRANSFORMER 4' C H A I N - L I N K F E N C E SPEED BUMP SPEED BUMP SPEED BUMP HC SIGN SPEED BUMP STOP SIGN ONE WAY DO NOT ENTER DR O P O F F AR E A DR O P O F F AR E A DR O P O F F AR E A HC SIGNS WOOD BENCHES BF OO O O O O O O O OOOOOO ADDITIONAL PARKING 44 44 43 42 43 DRAINAGE SWALE (DS-3) DI-08 RIM: 40.55' (PROP.) INV. (DI-07): 38.10' (PROP.) INV. (SE): 37.73' (EXIST.) INV. (FES-5): 37.72' (PROP.) UGD-01 RIM: SEE NOTE 1 INV. OUT: 40.27' (UGD-02) UGD-05 RIM: SEE NOTE 1 INV. OUT: 40.69' (UGD-04) UGD-04 RIM: SEE NOTE 1 INV. IN: 39.82' (UGD-05) INV. OUT: 39.82' (UGD-03) UGD-02 RIM: SEE NOTE 1 INV. IN: 39.26' (UGD-01) INV. OUT: 39.10' (UGD-03) UGD-03 RIM: SEE NOTE 1 INV. IN: 39.02' (UGD-02) INV. IN: 39.02' (UGD-04) INV. OUT: 39.02' (MH-01) MH-01 RIM: 43.03' INV. IN: 38.95' (UGD-03) INV. IN: 38.95' (FES-04) INV. OUT: 38.95' (MH-02) MH-02 RIM: 42.32' INV. IN: 38.28' (MH-01) INV. OUT: 38.28' (DI-07) FES-04 INV.: 39.83' DI-07 RIM: 41.62' INV. IN: 38.12' (MH-02) INV. OUT: 38.12' (EXISTING DI-03) FES-5 INV.: 37.88' 79.34 LF (2) 24" RCP @ 0.50% 34.36 LF 24" RCP @ 0.49% 133.86 LF 24" RCP @ 0.50% 12.90 LF 24" RCP @ 0.50% 15.57 LF 15" HDPE @ 0.53%201.11 LF 12" HDPE @ 0.50% 17 1 . 4 0 L F 2 4 " R C P @ 0 . 5 1 % 16 0 . 2 4 L F 1 5 " H D P E @ 0 . 5 0 % 17 4 . 9 7 L F 1 5 " H D P E @ 0 . 5 0 % 56.89 LF (3) 24" RCP @ -0.28% STORM PIPE TRENCH DRAIN CATCH BASIN (CB) YARD INLET (YI)/DROP INLET (DI) JUNCTION BOX (JB) FLARED END SECTION (FES) HEAD WALL (HW) RIP RAP DISSIPATER SYMBOL DESCRIPTION PROPOSED STORM DRAINAGE LEGEND DOMED AREA INLET ROUND AREA INLET SQUARE AREA INLET JUNCTION BOX J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 4 . X X S T O R M D R A I N A G E P L A N . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 2 5 : 4 6 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: STORM DRAINAGE PLAN C5.02 0 SCALE: 1 inch = 3015 30 ft. ℄ DETAIL A: FIELD UNDERDRAIN AND AGGREGATE DETAIL (TYP) NTS NOTE: TRENCH DEPTHS WILL VARY WITH SLOPE. 15" PERFORATED HDPE PIPE AT 0.0% SLOPE UNDERDRAIN TRENCH WIDTH VARIES INV. AT 0.5% SLOPE WASHED #57 STONE ARTIFICIAL TURF W/ RUBBER INFILL (SEE DETAIL) DEPTH OF LATERAL TRENCH TO BE PROVIDED BY INSTALLER 2" 0.5' FLAT DRAINS (TYP.) (12" X 1") TO PROVIDE DRAINAGE TO UNDERDRAIN TRENCH 1.50' 0.5'0.5' GEOTEXTILE FABRIC AS REQUIRED BY SOIL CONDITIONS C5.01 C5.02 NOTE: 1.ALL FIELD DRAINAGE WITHIN TURF AREA SHOULD HAVE RIM FLUSH WITH BOTTOM OF TURF. DETAIL A CROSS SECTION DE T A I L A C R O S S S E C T I O N COMPACTED SUBGRADE PERFORATED HDPE PIPE (CONNECT TO STORM DRAIN) GEOTEXTILE FABRIC AS REQUIRED BY SOIL CONDITIONS #57 STONE 2X4 PRESSURE TREATED NAILERNATURAL GRASS 8"X12" CONCRETE CURB (CURB HEIGHT NEEDS TO MATCH OR EXCEED BASE PROFILE HEIGHT) 0.5% SLOPE FROM CENTER TO CENTER LINE OF PIPE 0% SLOPE FROM EDGE 2" OF #78 OR #89 STONE 4" OF #57 STONE (95% COMPACTION) 8"FLUSH 15'-6" TO EDGE OF STONEFIELD EDGE CONDITION 10'-0" 4" 2" GEOTEXTILE FABRIC 20'-6" TO CENTER OF PIPEFIELD EDGE CONDITION ARTIFICIAL TURF TYPE NOTES: -TYPE '1' SHALL BE INSTALLED IN THE DESIGNATED MULTIPURPOSE FIELDS #1 - #6 -TYPE '2' SHALL BE INSTALLED IN THE BASEBALL/SOFTBALL FIELDS -TYPE '3' SHALL BE INSTALLED IN WARMUP/PLAY AREAS -TYPES SHALL BE DETERMINED PER THE SPECIFICATION -ALL TYPES HAVE A SIMILAR BASE STRUCTURE UNLESS OTHERWISE SPECIFIED IN THE SPECIFICATION ARTIFICIAL TURF NTS VARIES (SEE SHEETS 6.10 - 6.17) ARTIFICIAL TURF W/ RUBBER INFILL >>>>>>>>>>>>>>> > > > > > > > > > > > > > SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > X X ALUM. RAMP RAMP XX 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 G G G G G G G G G G G G G E E E E E E E E EEE E E E E E E O OOO O O O O O O O O O O O O O O O O O O O O OOOO OOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX O O O O SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S SS SS SS SS S S SS S S S S SS SS SS SS SS SS SS E OHE OHE OHE SS SS SS SS SS SS SS SS SURVEY LIMITS OUTLETSTRUCTURERIM=39.35'INV 24"RCP=36.37' TS BUSHES BUSHES SDSD SS SS SS SD SD SD SD 24 " R C P INV FES=35.98' SD SD SD SD TFO TFO TF O TF O TF OTV TV TH EE T T 4" PVCPIPE O O O O O O O O OOO O O O O OOOOOOO O O O O O O O O O O O OOO O O O SDSD SD SD SD S D SD SD S D SDSDSD SD SD SD S D S OOOOOOO O O O O O O O O O O O OOO O O O SD SD SD SD SD SD SD SD SD OOOOOOOOOOOOOOO O O OOOOOOO O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOO O O O O O O O OOOOOO O O O O O O O O OO O O O O O O O O O OOOOOOO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D SD SD O O O O OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD O O O O O O O O O O O O O O OOOO OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO O O O O O O O O OOOOO O O O O O O O O O O O O O S SS SS SS SS S S S S S O O O O O O O O O O O O O O OOOO OOOOOOOOOOO O O O O O O O O O O O OOOOOOOOOO XX XX XX XX XX O OHE OHE SURVEY L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SD SD SD SD S D SD SD SD SD OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E E E DR O P O F F AR E A DRO P O F F ARE A DRO P O F F ARE A OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWW W WW BF O O OO ON L Y 3233 33 34 3 4 35 3 5 36 3636 3 6 37 3737 37 38 38 38 38 39 39 39 39 40 4 0 40 4 0 41 41 41 4 1 4 2 4242 42 4 3 43 4 3 43 43 43 44 44 4 4444 444 4 4 44 4 4 44 444444 44 44 44 44 44 444 5454 545 4 5 45 45 45 4 5 45 45 45 45 45 45 46 46 4 646 46 46 46 47 47 41 41 41 42424 2 43 4444 44 4444 4141 4242 4243 40 40 41 4 2 41 41 4141 41 41 42 42 42 42 4242 42 42 42 42 43 43 43 43 43 43 43 43 43 43 43 43 44 44 44 44 44 44 44 44 45 46 3 7 3 7 3 8 38 39 39 3 9 39 40 4041 41424 3 43 43 SCM 1 PART 1 SCM 1 PART 2 FFE: 44.25 36 36 37 37 38 38 38 3838 3 8 38 38 38 3939 3 9 39 39 39 39 39 3 9 393 9 39 39 3939 3 9 4 0 40 40 40 40 40 40 40 4040 40 4040 4 0 41 41 41 41 41 4 1 41 4 1 4141 4 1 42 42 4 242 42 42 42 42 42 4 2 4242 42 4242 4 2 42 42 42 4 2 42 42 4 2 43 43 43 4 3 43 434 3 43 43 43 4 3 43 4 3 43 44 44 44 44 44 44 4 4 44 44 44 4 4 44 44 44 44 4 5 4 5 45 45 45 45 45 45 45 4 5 45 45 45 46 46 46 46 46 46 46 46 46 46 46 4646 46 464646 47 47 47 4849 EXISTING SCM 3 EXISTING SCM 4 33 34 35 36 31 32 33 34 35 36 FFE: 45.00 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 100 100 SYMBOL DESCRIPTION PROPOSED GRADING LEGEND j:\ 2 5 \ 0 6 8 6 - a - c a p e f e a r a c a d e m y - n h c - s c h o o l e x p a n s i o n \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ C 5 . 0 0 O V E R A L L G R A D I N G P L A N . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 4 : 1 0 : 2 3 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: OVERALL GRADING PLAN C6.00 E N W S 0 SCALE: 1 inch = 8040 80 ft. C2.01 C2.02 >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > XXXX 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 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 X X X X X X X X X X X XX 4141 42 4243444 4 38 3940414243 38 39 40 41 42 4 3 4 4 33 34 3 5 36 37 38 39 40 41 42 42 38 38 39 39 40 40 4 1 41 41 41 42 42 43 43 44 44 4 4 44 4 4 44 44 44 4444 4 1 41 41 41 41 42 4 2 4243 38 3 9 4 0 4 1 4 2 4 2 4 2 4 3 4 4 G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E EE SD OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX XX XX XX XX XX XX LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA L A LA LA LA LA LA LA LA LA LA L A LA LA LA LA LA LA S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS S S S S SS S S S S SS S S S S SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS END ONE WAY SIGN NO TRESSPASSING SIGN BEGIN ONE WAY SIGN CFA TRAFFIC FLOW SIGN ONE WAY SIGN PARKING AHEAD SIGN SPEED LIMIT SIGN STOP SIGN PARKING LOT SIGN SPEED BUMP E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 6" PVC 6 " P V C 8" PVC 8" P V C SURVEY LIMITS TS SS SS SS SS 4" P V C 24 " R C P 15 " R C P 15" RCP 15" RCP TFOTFO TFO TFO TFO TF O TF O TFO TFO TF O TF O TFO TF O TF O TF O TV TV TV TV TV TV TH EE T CHAIN-LINK FENCE LA LA LA LA LA O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOO O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O LA LA LA LA LA LA LA LA LA LA L A 6" PVC LA LA LA LA 15" RCP OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O STOP SIGN VISITOR SIGNS HC SIGNS RESERVED SIGNS OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO SS SS SS SS SS SS SS SS SS SS S S 8" PVC SS SS LA LA LA LA LA LA LA LA LA O O O LA LA LA LA LA L A LA LA L A 11' X 1.5' LED SIGN OHE OHE OHE OHE OHE SU R V E Y L I M I T S WRONG WAY SIGN E DO NOT ENTER OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SCHOOL PROPERTY/ SPEED LIMIT SIGN LA ASPHALT PLAYGROUND BASKETBALL COURT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W NC 1 3 2 C O L L E G E R O A D OAKCLIFF DR PINECLIFF DR N/F ANDRE ADAMS DB 6643, PG 2350 P.I.D. #R06618-006-010-000 ZONING: R-15 N/F CHESTER & EILEEN LANGLEY DB 5598 PG 1284 P.I.D. #R06618-006-006-000 ZONING: R-15 N/F JOHN Q ALLEN DB 9911 PG 617 P.I.D. #R06618-006-005-000 ZONING: R-15 P.I.D. #R06618-006-007-000 ON L Y 40.71 39.53 38.69 LP: 36.82 36.98 37.82 38.66 39.27 BFW: 37.00 TFW: 42.50 FFE: 44.25 43.99 44.20 44.41 44.52 44.53 44.35 41 4 1 42 42 43 43 43 43 4 3434 3 43 4343 4 3 43 43 4343 43 44 44 44 44 44 44 44 44 44 4 444 44 44 4444 44 44 44 44 4545 45 4 5 45 46 46 4 1 41 4242 4242 42 43 43 43 44 32 33 34 35 36 37 38 39 40 41 4242 39 40 40 41 SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS SS S S S S SS SS S S S S SS SS S S S S W W W W W W WWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWW W TFW: 42.50 BFW: 37.00 TFW: 42.50 BFW: 37.00 TFW: 42.50 BFW: 37.00 TFW: 42.50 BFW: 37.00 TFW: 42.50 BFW: 37.00 TFW: 42.50 BFW: 37.00 TFW: 42.50 BFW: 37.00 TFW: 42.50 BFW: 37.00 TFW: 42.50 BFW: 37.00 TFW: 42.50 BFW: 37.00 EOP: 41.51EOP: 41.30EOP: 40.77 EOP: 41.49EOP: 42.23EOP: 43.05EOP: 43.86EOP: 44.21 TOC: 43.45 TOC: 42.53 TOC: 41.76 TOC: 41.03 TOC: 41.04 TOC: 41.63 TOC: 41.61 44.00 43.34 42.69 42.30 41.87 41.42 EOP: 40.66 EOP: 39.58 EOP: 39.98 EOP: 38.86 EOP: 39.25 EOP: 39.75 EOP: 40.11 EOP: 40.53 EOP: 41.05 EOP: 41.44 EOP: 42.07 EOP: 42.41 EOP: 41.48 EOP: 40.88 EOP: 40.34 EOP: 39.81 EOP: 39.50 EOP: 39.92 EOP: 40.17 EOP: 40.53 EOP: 40.85 EOP: 41.19 EOP: 41.60 EOP: 41.30 EOP: 41.23 TOC: 41.99 TOC: 41.36 TOC: 41.24 TOC: 40.75 TOC: 40.22 TOC: 39.93 TOC: 39.46 DI-01 EXISTING DI-01 FES-1 INV.: 36.82' FES-2 INV.: 36.50' 44.25 44.4044.39 44.24 44.02 44.29 44.37 44.60 44.54 44.45 44.67 44.53 44.63 44.56 44 44 RETAINING WALL WITH FENCING (DESIGN BY OTHERS) 42 24" RCP 8" PVC EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 100 100 SYMBOL DESCRIPTION PROPOSED GRADING LEGEND J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 5 . X X G R A D I N G P L A N . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 2 8 : 3 4 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: GRADING PLAN C6.01 0 SCALE: 1 inch = 3015 30 ft. C6.01 C6.02 SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > X X X X X ALUM. RAMP RAMP 4242 4243 43 4343 43 44 44 4445 43 43 43 43 43 4 4 4545 45 45 45 45 45 45 45 45 45 4 5 45 45 45 4 5 45 46 46 47 47 47 47 48 48 SAND PLAY GROUND G E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E WOOD RETAINING WALL O O O O O OOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO OOOOOOOOOOO O O OOOOOOOOOOOOOOO X X XX XX XX XX XX O O O O O O O O O O O O O LA LA LA LA LA LA LA LA L A LA L A LA L A LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LALA LA LA S SS SS SS SS 8" P V C X SS SS SS SS SS FENCED AREA CONTAINING 2 ELECTRIC GENERATORS ON CONCRETE PADS 4' C H A I N - L I N K F E N C E WOOD RETAINING WALL 4' CHAIN-LINK FENCE O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O OOOOOO O O O O O O S S S S SS SS S SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS 8" PVC 6 " P V C 6" P V C 6" P V C 6" PVC SS SS S S SS O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOO LA LA LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA LA LA LA LA LA XX XX XX XX XX XX XX XX XX XX XX XX XX XX XX O O O LA LA LA LA LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA L A LA LA L A 11' X 1.5' LED SIGN LA L A LA L A LA LALA LA LA LA SPEED BUMPS SU R V E Y L I M I T S SURVEY LIMITS E E HC SIGNS TRANSFORMER 4' C H A I N - L I N K F E N C E SPEED BUMP SPEED BUMP SPEED BUMP HC SIGN SPEED BUMP STOP SIGN ONE WAY DO NOT ENTER DR O P O F F AR E A DR O P O F F AR E A DR O P O F F AR E A HC SIGNS WOOD BENCHES BF OO O O O O O O O OOOOOO ADDITIONAL PARKING 39 40 41 41 4 1 42 42 42 42 4 2 4 3 43 43 4 3 43 4 4 44 44 44 4545 4 1 42 44.40 43.45 43.90 44.35 42.95 42.78 42.58 42.37 42.18 42.02 44.35 44.40 43.45 42.86 44.00 44.00 43.07 43.06 43.58 43.20 43.43 44.30 44.2544.28 43.2344.69 42.59 42.84 42.44 42.50 42.31 44.35 44 44 44 38 38 39 39 40 40 40 40 40 40 41 41 41 41 42 42 42 42 43 4 3 43 43 4 4 44 4 4 4444 44 44 44 44 4545 45 4 545 4646 43.45 44.35 0.50% FINSISHED TURF SLOPE 42.8143.12 43.10 41.71 42.35 41.12 LP: 40.80 4040 41 41 42 42 4343 43 43 43 43 43 4344 44 44 44 44 44 44 44 45 45 43.35 43.40 44.21 43.4243.54 43.76 43.64 43.10 43.2543.64 43.5143.60 43.7644.22 43.05 41.57 41.89 43.14 42.7942.87 42.98 0.50% FINSISHED TURF SLOPE 44.67 42.79 42.7642.0142.31 43.29 43.36FFE: 45.00 EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 100 100 SYMBOL DESCRIPTION PROPOSED GRADING LEGEND J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 5 . X X G R A D I N G P L A N . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 2 8 : 4 0 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: GRADING PLAN C6.02 0 SCALE: 1 inch = 3015 30 ft. C6.01 C6.02 XX X X XX XX XX X X X X XX SD SD SD E BUSHES G G G G G G G G G G G G G E E E E E E E E EEE E E E E E E W W W BF T CH A P R A D R I V E PRIV A T E 6 0 ' R / W MB 2 8 , P G 1 8 2 MB 5 1 , P G 3 5 7 O OOO O O O O O O O O O O O O O O O O O O O O OOOO OOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX O O O O LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA L A LA LA LA LA LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S SS SS SS SS S S SS S S S S SS SS SS SS SS SS SS E OH E OH E OH E OH E OH E OHE OHE OHE SS SS SS SS SS SS SS SS SURVEY LIMITS OUTLETSTRUCTURERIM=39.35'INV 24"RCP=36.37' TS BUSHES BUSHES SDSD SS SS SS SD SD SD SD 24 " R C P INV FES=35.98' SD SD SD SD 48" RCP TFO TFO TF O TF O TF OTV TV TH EE T T 4" PVCPIPE 6" C P P LA O O O O O O O O OOO O O O O OOOOOOO O O O O O O O O O O O OOO O O O L A SDSD SD SD SD S D SD SD S D SDSDSD SD SD SD S D LA LA LA LALA LA LA LA LA S LA LA OOOOOOO O O O O O O O O O O O OOO O O O SD SD SD SD SD SD SD SD SD OOOOOOOOOOOOOOO O O OOOOOOO O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOO O O O O O O O OOOOOO O O O O O O O O LALALA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA OO O O O O O O O O O OOOOOOO LA LA LALA LA LA LA LA SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D SD SD O O O O OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD O O O O O O O O O O O O O O OOOO OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO O O O O O O O O OOOOO O O O O O O O O O O O O O S SS SS SS SS S S S S S O O O O O O O O O O O O O O OOOO LA LA LA LA LA LA OOOOOOOOOOO O O O O O O O O O O O OOOOOOOOOO LA LA LALA LA LA LA LA LA LA LA LA XX XX XX XX XX O LA LA LALA LA LA LA LA LA LA L A L A LA LALA OHE OHE SURVEY L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SD SD SD SD S D SD8" CPP SD SD SD SD SD OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E E E DR O P O F F AR E A DRO P O F F ARE A DRO P O F F ARE A OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWW W WW NC 1 3 2 C O L L E G E R O A D SATARA DR CH A P R A D R OAKCLIFF DR PINECLIFF DR BF N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/F ANDRE ADAMS DB 6643, PG 2350 P.I.D. #R06618-006-010-000 ZONING: R-15 N/F CHESTER & EILEEN LANGLEY DB 5598 PG 1284 P.I.D. #R06618-006-006-000 ZONING: R-15 N/F JOHN Q ALLEN DB 9911 PG 617 P.I.D. #R06618-006-005-000 ZONING: R-15 N/F TREVOR & MARINA LANPHEAR DB 5817 PG 491 P.I.D. #R06618-006-007-000 ZONING: R-15 N/F DONALD & LINDA STAKER DB 6261 PG 453 P.I.D. #R06618-006-016-000 ZONING: R-15 N/F CHRISTOPHER & NINA KELSON DB 6673 PG 2660 P.I.D. #R06618-006-004-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R06618-006-008-000 ZONING: R-15 ±436,251 FT² OR ±10.015 ACRES N/F TRECA HOLDINGS, LLC DB 6171 PG 272 P.I.D. #R07100-003-053-000 ZONING: B-1 N/F SCOTT & MEEGHAN AIMONE DB 6604 PG 2536 P.I.D. #R07106-003-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5352 PG 1984 P.I.D. #R06618-006-017-000 ZONING: R-15 N/F DOMENICK & CATERINA RELLA DB 5236 PG 489 P.I.D. #R06618-006-014-000 ZONING: R-15 N/F CRAIG & SUZANNE DB 6349 PG 1287 P.I.D. #R06618-006-001-000 ZONING: R-15 N/F KENNETH & ROBERTA DANFORD DB 1422 PG 1418 P.I.D. #R06618-006-003-000 ZONING: R-15 N/F MICHAEL & HANNA BOXER DB 5321 PG 1685 P.I.D. #R07106-003-005-000 ZONING: R-15 N/F SUSAN G SOBOL DB 6584 PG 228 P.I.D. #R07106-003-002-000 ZONING: R-15 N/F SUS A N G S O B O L DB 6 5 8 4 P G 2 2 8 P.I. D . # R 0 6 6 1 8 - 0 0 6 - 0 1 2 - 0 0 0 ZON I N G : R - 1 5 N/F WILLIAM & LINDA HILL DB 1761 PG 828 P.I.D. #R06618-006-002-000 ZONING: R-15 N/F SUS A N G S O B O L DB 6 5 8 4 P G 2 2 8 P.I.D . # R 0 6 6 1 8 - 0 0 6 - 0 1 5 - 0 0 0 ZO N I N G : R - 1 5 N/FCAPE FEAR ACADEMY INCDB 5496 PG 932P.I.D. #R06618-006-011-000ZONING: R-15±707,363 FT²OR ±16.239 ACRES N/F SCOTT & MEEGHAN AIMONE DB 6631 PG 907 P.I.D. #R07106-003-009-001 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5496 PG 932 P.I.D. #R06618-006-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R07100-003-052-000 ZONING: B-1 ±154273 FT² OR ±0.351 ACRES N/F CAPE FEAR ACADEMY ETAL DB 6568 PG 2301 P.I.D. #R07100-003-052-002 ZONING: B-1 N/F CAPE FEAR ACADEMY ETAL DB 6568 PG 2301 P.I.D. #R07100-003-053-001 ZONING: B-1 O O OO ON L Y SF/TP S F / T P >T D >T D LOD LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO DLODLODLODLODLODLOD LO D LO D LO D LO D LO D LOD SF / T P SF / T P SF / T P SF / T P SF / T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TPSF/TP SF/TPSF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P 45 44 43 42 41 42 41 40 39 38 37 O O O O O O O O O LODLOD LOD LO D LO D LOD LOD L O D LOD L O D LOD LOD LOD LO D LO D LODLODLOD LO D LO D LO D LO D LO D LOD LOD LO D LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LOD LO D LOD LOD LODLOD LO D LOD SF/TP SF/TP >TD >TD >TD >T D >T D >TD >TD TEMPORARY SKIMMER BASIN DRAINAGE AREA: 1.87AC TEMPORARY DIVERSION DITCH 4 DRAINAGE AREA: 0.66 AC TEMPORARY DIVERSION DITCH 1 DRAINAGE AREA: 0.67AC RISER SKIMMER BASIN DRAINAGE AREA: 3.20AC TEMPORARY DIVERSION DITCH 3 DRAINAGE AREA: 0.83AC TEMPORARY DIVERSION DITCH 2 DRAINAGE AREA: 1.01ACSF / T P SF / T P SF/ T P SF/TP SF/TP SF / T P SF / T P SF/TP SF/TP SF/TPSF/TP SF/TP SF/TP SF / T P SF/TP SF / T P LO D LO D LO D LO D TEMPORARY DIVERSION (TYP.) TEMPORARY SEDIMENT BASIN 1 LIMITS OF DISTURBANCE (TYP.) LIMITS OF DISTURBANCE (TYP.) SILT FENCE & TREE PROTECTION (TYP.) SILT FENCE/ TREE PROTECTION (TYP.) TEMPORARY CONSTRUCTION ENTRANCE (TYP.) SKIMMER (TYP.) SKIMMER ADDED TO EXISTING RISER BASIN TEMPORARY CONSTRUCTION ENTRANCE (TYP.) TEMPORARY CONCRETE WASHOUT (TYP.) EXCAVATE ADDITIONAL STORAGE IN STAGE 1 EROSION CONTROL BAFFLE (TYP.) BAFFLE (TYP.) INLET PROTECTION (TYP.) TEMPORARY DIVERSION (TD-2) TEMPORARY DIVERSION (TYP.) PPES-1 PPES-2 TEMPORARY CHECK DAM (TYP.) SYMBOL DESCRIPTION TEMPORARY DIVERSION DITCH TEMPORARY CONSTRUCTION ENTRANCE CHECK DAM ROCK INLET PROTECTION >TD INLET PROTECTION BAFFLEOOO LIMITS OF DISTURBANCELOD SILT/TREE PROTECTION FENCESF/TP TEMPORARY CONCRETE WASHOUT EROSION CONTROL LEGEND SKIMMER TEMPORARY SKIMMER BASIN DRAINAGE AREA TEMPORARY DIVERSION DITCH DRAINAGE AREA J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 0 O V E R A L L E R O S I O N C O N T R O L P L A N S T A G E 1 . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 2 9 : 5 1 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: OVERALL EROSION CONTROL PLAN STAGE 1 C7.00 E N W S 0 SCALE: 1 inch = 8040 80 ft. CONCRETE WASHOUT (TYP.) C7.01 C7.02 8" PV C XXXX XX X X XX XX XX XX XX XX XX XX X X X X X X X X X X X X XX XX XX XX E BUSHES G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E EE EEEEEEEE W W W W W W W W W W BF T INV 6" CPP=38.55' SD OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX XX XX XX XX XX XX LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA L A LA LA LA LA LA LA LA LA LA L A LA LA LA LA LA LA SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS S S S S SS S S S S SS S S S S SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS END ONE WAY SIGN NO TRESSPASSING SIGN BEGIN ONE WAY SIGN CFA TRAFFIC FLOW SIGN 2-STORY BRICK BUILDING FFE=44.89' ONE WAY SIGN PARKING AHEAD SIGN SPEED LIMIT SIGN STOP SIGN PARKING LOT SIGN SPEED BUMP E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 6" PVC 6 " P V C 8" PVC 8" P V C SURVEY LIMITS BRICK RETAINING WALL BRICK RETAINING WALL TS BUSHES BUSHES 48 " R C P 48 " R C P SD SD SD SD SD SD SD SD SD SD 36 " R C P 36 " R C P 30 " R C P 18" R C P 36" R C P SS SS SS SS 4" P V C SD SD SD SD SD SD SD SD SD SD 24 " R C P 15 " R C P 15" RCP 15" RCP INV,=35.77' INV,=35.91' SD SD SD SD SD SD SD SD SD SD SD 36" RCP 48" RCP TFOTFO TFO TFO TFO TF O TF O TFO TFO TF O TF O TFO TF O TF O TF O TV TV TV TV TV TV TH EE T INV FES=33.51' INV 6" CPP=38.55' 6" C P P CHAIN-LINK FENCE LA LA LA LA LA O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOO O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O LA LA LA LA LA LA LA LA LA LA L A SD SD SD SD SD SD SD SD SDSDSD SD SD SD SDSDSD SD SD SD SD SD SD SD SD SD SD S D SD S D S D S D SD S D SD SD SD SDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD S D SD SD S D S D S D SD 6" PVC LA LA LA LA 30" RCP 30 " R C P 36" RCP 36" RCP 24 " R C P 15" RCP OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O SD SD 12" CP P 12" CPP 12" CPP 12" CPP 15" RCP 12 " C P P 12" CPP SD STOP SIGN VISITOR SIGNS HC SIGNS RESERVED SIGNS OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO SD SD SD SD SD S DS DSD SD SD SD SD SD SD SD SD SD SD SINGLE-STORY BRICK BUILDING FFE=44.92' SINGLE-STORY BRICK BUILDING FFE=44.79' 6" CP P 6" C P P 6" C P P 6 " C P P 6" C P P 1 5 " R C P 6" C P P SD SD SD SD SD SD SD SD SD SD 12 " C P P 12" CPP 6" CPP 6" P V C 6" P V C 6" P V C 6" C P P 8" P V C 2"C P P 4"C P P 4"PVC 4"PVC 8" PVC 12" CP P 6 " P V C 6 " P V C 6" C P P 15 " R C P SS SS SS SS SS SS SS SS SS SS S S 8" PVC SS SS 8" PVC UNKNOWN DESTINATION S D S D 8" C P P 8" CPP 3-6" CPP 4" PVC LA LA LA LA LA LA LA LA LA O O O LA LA LA LA LA L A LA LA L A 11' X 1.5' LED SIGN OHE OHE OHE OHE OHE 6" P V C SU R V E Y L I M I T S WRONG WAY SIGN E SD12" CPP 6" C P P 6" C P P 6" CPP 15 " R C P 6" C P P 6 " C P P 6" CPP PARKING SIGN 8" P V C 8" PVC UNKNOWN DESTINATION 8" P V C UNK N O W N DES T I N A T I O N UNKNOWN ORIGIN UNKNOWN ORIGIN UNKNOWN ORIGIN DO NOT ENTER GA T E GATE OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SCHOOL PROPERTY/ SPEED LIMIT SIGN LA LIVEOAK 24 TRIPLEOAK 10 6" CRETE MYRTLE CLUSTER 4" CRETE MYRTLE CLUSTER 6" CRETE MYRTLE CLUSTER LIVEOAK 14 ' SHRUB ' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB LIVEOAK 26 16" LONGLEAF PINE LIVEOAK 24 REDMAPLE 8 12" LOBLOLLY PINE 14" LOBLOLLY PINE 22" LIVE OAK 18" LOBLOLLY PINE 14" LOBLOLLY PINE 20" LOBLOLLY PINE " ORNAMENTAL " ORNAMENTAL" ORNAMENTAL " ORNAMENTAL" ORNAMENTAL 12" LIVE OAK 10" LIVE OAK 12" LIVE OAK 10" LIVE OAK 8" LIVE OAK " ORNAMENTAL" ORNAMENTAL 6" LIVE OAK 8" LIVE OAK 8" MAPLE " ORNAMENTAL 32" LIVE OAK 14" LIVE OAK 16" LIVE OAK LIVEOAK 9 TWINGUM 11 12" GUM 12" OAK LIVEOAK 12 LIVEOAK 15 LIVEOAK 12 LIVEOAK 11 6" CHERRY LAUREL CLUSTER LIVEOAK 30 6" CHERRY LAUREL CLUSTER LIVEOAK 14 17" LOBLOLLY PINE 15" LOBLOLLY PINE 12" OAK HORNBEAM 12 LIVEOAK 19 LIVEOAK 10 W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W ONE WAY/WRONG WAY SIGN W NC 1 3 2 C O L L E G E R O A D OAKCLIFF DR PINECLIFF DR INV,=35.91' INV,=35.93' ON L Y S0 1 ° 2 0 ' 3 1 " W 69 9 . 9 9 ' S88°40'13"E 217.90' S88°37'43"E 218.08' S88°41'06"E 148.17' 4 4 43 44 43 44 4 3 4 4 44 32 33 3435363738394041 41 42 42 41 41 44 41 42 42 43 44 42 42 44 43 33 34 35 36 37 38 39 40 41 42 SF/TP SF/TP SF/TP SF/ T P SF / T P S F / T P SF/TP SF / T P LOD LOD LO D L O D LO D LO D LO D LO D L O D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D L O D L O D LOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP 42 41 40 39 38 37 O O O O O O O O O O O O O O O O O O LODLODLODLODLODLODLOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD L O D LOD LO D LO D LO D LOD LOD LO D LO D SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P >TD >TD >TD >TD >TD >TD >TD >TD >T D >T D >T D >T D >T D RISER SKIMMER BASIN DRAINAGE AREA: 3.20AC TEMPORARY DIVERSION DITCH 3 DRAINAGE AREA: 0.83AC TEMPORARY DIVERSION DITCH 2 DRAINAGE AREA: 1.01AC SF / T P SF / T P SF / T P SF / T P SF / T P S F / T P SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF/TP SF / T P SF / T P SF / T P LO D LO D LOD LO D LO D LO D PPES-1 RIM: 40.19' INV. OUT: 37.86' (PPES-2) 46.23 LF 24" RCP @ 0.06% PPES-2 RIM: 40.16' INV. IN: 37.83' (PPES-1) LIMITS OF DISTURBANCE (TYP.)SILT FENCE & TREE PROTECTION (TYP.) TEMPORARY CONSTRUCTION ENTRANCE (TYP.) TEMPORARY CONCRETE WASHOUT (TYP.) TEMPORARY CONSTRUCTION ENTRANCE (TYP.) ADDITIONAL BASIN STORAGE EXCAVATED IN STAGE 1 BAFFLE (TYP.) TEMPORARY DIVERSION (TD-2) TEMPORARY DIVERSION (TD-3) RIP-RAP (TYP., SEE SHEET C7.08 FOR DETAILS) TEMPORARY CHECK DAM (TYP.) SYMBOL DESCRIPTION TEMPORARY DIVERSION DITCH TEMPORARY CONSTRUCTION ENTRANCE CHECK DAM ROCK INLET PROTECTION >TD INLET PROTECTION BAFFLEOOO LIMITS OF DISTURBANCELOD SILT/TREE PROTECTION FENCESF/TP TEMPORARY CONCRETE WASHOUT EROSION CONTROL LEGEND SKIMMER TEMPORARY SKIMMER BASIN DRAINAGE AREA TEMPORARY DIVERSION DITCH DRAINAGE AREA J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 X E R O S I O N C O N T R O L P L A N S T A G E 1 . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 3 1 : 0 6 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: EROSION CONTROL PLAN STAGE 1 C7.01 0 SCALE: 1 inch = 3015 30 ft. C7.01 C7.02 E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E WOOD RETAINING WALL 8" C P P O O O O O OOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO OOOOOOOOOOO O O OOOOOOOOOOOOOOO O O O O O O O O O O O O O LA LA LA LA LA LA LA LA L A LA L A LA L A LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LALA X FENCED AREA CONTAINING 2 ELECTRIC GENERATORS ON CONCRETE PADS (TIE LINE) 4' C H A I N - L I N K F E N C E WOOD RETAINING WALL 4' CHAIN-LINK FENCE SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SDS DSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD S D SD SD SD SD SD SINGLE-STORY BRICK BUILDING FFE=43.48' SINGLE-STORY MODULAR BUILDING FFE=46.08' SD SD SD SD 4"PVC 8" PVC 1 2 " P V C SD SD SD SD SD SD SD SD SD SD SD O O O O O O O O O O OOOOO O O O O O O O O O O O O O O O O O O O O O O OOOOOO O O O O O O 24" RCP 24" RCP 12" CP P 6 " P V C 6 " P V C 6" C P P 24" RCP 15 " R C P S S S S SS SS S SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS 8" PVC 6 " P V C 6" P V C 6" P V C 6" PVC SS SS 8" PVC UNKNOWN DESTINATION S S SS S D 8" C P P 8" CPP 3-6" CPP 4" PVC 12" R C P 18" RCP 1 8 " R C P 18 " R C P O O O O O O O O O O OOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOO LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA LA LA LA LA LA XX XX XX XX XX XX XX XX O O O LA LA LA LA LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA L A LA LA L A 11' X 1.5' LED SIGN LA L A LA L A LA LALA LA LA LA SPEED BUMPS SU R V E Y L I M I T S SURVEY LIMITS SD SD SD SD SD SD SD SD SD SD SD SD SD SD 8" C P P 12" CPP S D S D S D 1 5 " R C P 8" CPP 18 " R C P E E 15 " R C P 6 " C P P 6" CPP HC SIGNS 8" P V C 8" PVC UNKNOWN DESTINATION 8" P V C UNK N O W N DES T I N A T I O N TRANSFORMER RAMP SPEED BUMP SPEED BUMP SPEED BUMP HC SIGN SPEED BUMP STOP SIGN ONE WAY DO NOT ENTER DR O P O F F AR E A DR O P O F F AR E A DR O P O F F AR E A HC SIGNS GA T E GATE 6" OAK 12" OAKPINE 16 6" OAK PINE 10 6" OAK6" OAK PINE 10 PINE 12 PINE 14 PINE 12 PINE 10 PINE 12 PINE 14 PINE 12 PINE 10 8" MAGNOLIA PINE 12 PINE 10 10" OAK 8" OAK PINE 12 PINE 12 PINE 12 PINE 14 8" OAK 12" OAK PINE 10 PINE 10 PINE 10 PINE 12 PINE 14 PINE 12 PINE 12 PINE 10 PINE 8 PINE 10 PINE 10 PINE 10 PINE 12 PINE 12 PINE 10 PINE 14 PINE 12 PINE 12PINE 12 PINE 10 PINE 10 PINE 12 PINE 18 PINE 8 PINE 14 QUADOAK 8 8" OAK PINE 12 PINE 16 PINE 14PINE 16 PINE 12 PINE 20 10" OAK 10" OAK8" OAK PINE 12 PINE 12 PINE 1410" FIR 18" OAK 8" OAK 8" OAK 8" OAK 10" OAK 10" OAK 8" OAK PINE 14 8" OAK DBLEOAK 12 10" OAK 8" OAK 8" OAK 8" OAK 10" OAK 8" OAK 10" MAGNOLIA PINE 16 PINE 16 22" OAK 10" OAK 12" OAK 16" OAK12" OAK PINE 14 10" FIR PINE 12 PINE 18 PINE 14 18" OAK 10" FIR PINE 14 TRIPLEOAK 18 PINE 16 12" OAK PINE 12 12" OAK PINE 14 8" OAK 8" OAK 10" OAK PINE 14 PINE 12 8" OAK 10" OAK 8" OAK 10" OAK PINE 128" OAK 8" OAK 8" OAK 8" OAK 8" OAKPINE 128" OAK PINE 14 8" OAK PINE 12 8" OAK 14" LIVE OAK 8" OAK ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB 8" OAK ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB' SHRUB ' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB ' SHRUB' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB' SHRUB ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB 6" OAK ' SHRUB' SHRUB ' SHRUB ' SHRUB' SHRUB 4" CREPE MYRTLE ' SHRUB' SHRUB ' SHRUB' SHRUB' SHRUB ' SHRUB' SHRUB' SHRUB 16" SWEET GUM 20" LOBLOLLY PINE 12" SWEET GUM 14" CYPRESS 12" CYPRESS 16" CYPRESS 16" CYPRESS 18" CYPRESS 12" CYPRESS 14" OAK 30" LIVE OAK 18" LIVE OAK 20" LIVE OAK 22" LIVE OAK 24" LIVE OAK 18" LIVE OAK 24" LIVE OAK 18" LIVE OAK 18" LIVE OAK 20" LIVE OAK 24" LIVE OAK 20" LIVE OAK 24" LIVE OAK 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 16" LOBLOLLY PINE 16" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 10" OAK 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 16" LOBLOLLY PINE 6" MAGNOLIA 16" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 8" MAGNOLIA 14" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 10" SWEET GUM 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE BLOAK 10 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 8" MAGNOLIA 14" LOBLOLLY PINE BLACK OAK 10" 8" MAGNOLIA 16" PINE 12" LOBLOLLY PINE TWIN 8" MAGNOLIA 16" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE QUADCYP 8 12" LOBLOLLY PINE 14" TWIN LOBLOLLY 12" LOBLOLLY PINE 12" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 10" MAGNOLIA 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 12" LOBLOLLY PINE 8" MAGNOLIA 14" LOBLOLLY PINE 8" MAGNOLIA 14" LOBLOLLY PINE 16" LOBLOLLY PINE 12" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE 14" LOBLOLLY PINE14" LOBLOLLY PINE 12" LOBLOLLY PINE 10" OAK 14" LOBLOLLY PINE 16" LOBLOLLY PINE 10" MAGNOLIA 14" LOBLOLLY PINE 24" LIVE OAK 14" LOBLOLLY PINE 14" LIVE OAK 20" LOBLOLLY PINE 12" LIVE OAK " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL 12" BRADFORD PEAR " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL " ORNAMENTAL" ORNAMENTAL 4" CREPE MYRTLE 10" " ORNAMENTAL " ORNAMENTAL ROAK 8 ROAK 10 4" CREPE MYRTLE 4" CREPE MYRTLE 4" CREPE MYRTLE 4" CREPE MYRTLE 4" CREPE MYRTLE " ORNAMENTAL" ORNAMENTAL OO O O O O O O O OOOOOO 561.31' N0 1 ° 2 2 ' 0 3 " E 31 3 . 8 5 ' N88°36'58"W 203.72' S0 2 ° 1 9 ' 5 6 " W 22 9 . 2 5 ' S88°44'34"E 199.52' S0 1 ° 1 5 ' 2 8 " W 23 0 . 3 3 ' S88°31'43"E 99.89' 46 47 4 5 4 4 45 45 44 4 3 4 2 4 1 4 0 39 3 8 47 47 45 47 45 43 44 42 4243 44 43 4 4 43 >T D >T D >T D >T D >T D >T D SF/TPSF/TPSF/TPSF/TPSF/TP SF / T P SF/TPSF/TPSF/TPSF/TP SF / T P SF / T P SF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF / T P SF / T P SF/TP SF/TP SF/TP SF / T P SF / T P SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P S F / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/ T P 45 44 43 42 41 O O O O O O O O O LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LO D LO D LODLODLODLOD LODLODLODLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LOD LO D LOD LOD LOD L O D LO D LODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LODLODLODLODLOD LO D LO D LO D LOD L O D >TD >TD >TD >TD >TD TEMPORARY SKIMMER BASIN DRAINAGE AREA: 1.87AC TEMPORARY DIVERSION DITCH 4 DRAINAGE AREA: 0.66 AC TEMPORARY DIVERSION DITCH 1 DRAINAGE AREA: 0.67AC SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TP SF/TP SF/TP TEMPORARY SKIMMER BASIN 1 LIMITS OF DISTURBANCE (TYP.) SILT FENCE/TREE PROTECTION (TYP.) BAFFLE (TYP.) TEMPORARY DIVERSION (TD-1) 44.00' 43.49' TEMPORARY DIVERSION (TD-4) TEMPORARY CHECK DAM (TYP.) 45.00' SYMBOL DESCRIPTION TEMPORARY DIVERSION DITCH TEMPORARY CONSTRUCTION ENTRANCE CHECK DAM ROCK INLET PROTECTION >TD INLET PROTECTION BAFFLEOOO LIMITS OF DISTURBANCELOD SILT/TREE PROTECTION FENCESF/TP TEMPORARY CONCRETE WASHOUT EROSION CONTROL LEGEND SKIMMER TEMPORARY SKIMMER BASIN DRAINAGE AREA TEMPORARY DIVERSION DITCH DRAINAGE AREA J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 0 X E R O S I O N C O N T R O L P L A N S T A G E 1 . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 3 1 : 1 3 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: EROSION CONTROL PLAN STAGE 1 C7.02 0 SCALE: 1 inch = 3015 30 ft. C7.01 C7.02 W WWW W W W W W W W W WWW G G G G G G G G G G G G G E E E E E E E E EEE E E E E E E O OOO O O O O O O O O O O O O O O O O O O O O OOOO OOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX O O O O SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S SS SS SS SS S S SS S S S S SS SS SS SS SS SS SS E OHE OHE OHE SS SS SS SS SS SS SS SS SURVEY LIMITS OUTLETSTRUCTURERIM=39.35'INV 24"RCP=36.37' TS SDSD SS SS SS SD SD SD SD 24 " R C P INV FES=35.98' SD SD SD SD TFO TFO TF O TF O TF OTV TV TH EE T T 4" PVCPIPE O O O O O O O O OOO O O O O OOOOOOO O O O O O O O O O O O OOO O O O SDSD SD SD SD S D SD SD S D SDSDSD SD SD SD S D S OOOOOOO O O O O O O O O O O O OOO O O O SD SD SD SD SD SD SD SD SD OOOOOOOOOOOOOOO O O OOOOOOO O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOO O O O O O O O OOOOOO O O O O O O O O OO O O O O O O O O O OOOOOOO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D SD SD O O O O OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD O O O O O O O O O O O O O O OOOO OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO O O O O O O O O OOOOO O O O O O O O O O O O O O S SS SS SS SS S S S S S O O O O O O O O O O O O O O OOOO OOOOOOOOOOO O O O O O O O O O O O OOOOOOOOOO XX XX XX XX XX O OHE OHE SURVEY L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SD SD SD SD S D SD SD SD SD OHE OHE OHE OHE OH E OH E OH E OH E OH E OH E OH E OH E OH E E E DR O P O F F AR E A DRO P O F F ARE A DRO P O F F ARE A OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWW W WW BF O O OO ON L Y >>>>>>>>>>>>>>> > > > > > > > > > > > > > SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > X X ALUM. RAMP RAMP XX 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 SF/TP S F / T P LOD LO D LO D LOD LO D LO D LO D LO D LO D LO D LO D LO DLODLODLODLODLODLOD LO D LO D LO D LO D LO D LOD SF / T P SF / T P SF / T P SF / T P SF / T P SF/TPSF/TPSF/TPSF/TPSF/TPSF/TP SF/TPSF/TP SF/TPSF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P LODLOD LOD LO D LO D LOD LOD L O D LOD L O D LOD LOD LOD LO D LO D LODLODLOD LO D LO D LO D LO D LO D LOD LOD LO D LOD LO D LO D LO D LO D LO D LO D LOD LO D LOD LOD LO D LOD LOD LODLOD LO D LOD SF/TP SF/TP SF / T P SF / T P SF/ T P SF/TP SF/TP SF / T P SF / T P SF/TP SF/TP SF/TPSF/TP SF/TP SF/TP SF / T P SF/TP SF / T P LO D LO D LO D LO D LIMITS OF DISTURBANCE (TYP.) LIMITS OF DISTURBANCE (TYP.) LIMITS OF DISTURBANCE (TYP.) SILT FENCE & TREE PROTECTION (TYP.) SILT FENCE/TREE PROTECTION (TYP.) TEMPORARY CONCRETE WASHOUT (TYP.) WALL TO BE INSTALLED AND BASIN CONVERTED TO FINAL SCM IN STAGE 2.RIP RAP (TYP., SEE SHEET C7.08 FOR DETAILS) TEMPORARY EROSION CONTROL ENTRANCE (TYP.) TEMPORARY CHECK DAM (TYP.) SKIMMER (TYP.) EXISTING MAJOR CONTOUR EXISTING MINOR CONTOUR PROPOSED MAJOR CONTOUR PROPOSED MINOR CONTOUR 100 100 DRAINAGE BASIN AREA DELINEATION SYMBOL DESCRIPTION PROPOSED GRADING LEGEND SYMBOL DESCRIPTION TEMPORARY DIVERSION DITCH TEMPORARY CONSTRUCTION ENTRANCE CHECK DAM ROCK INLET PROTECTION INLET PROTECTION BAFFLEOOO LIMITS OF DISTURBANCELOD SILT/TREE PROTECTION FENCESF/TP TEMPORARY CONCRETE WASHOUT EROSION CONTROL LEGEND SKIMMER TEMPORARY SKIMMER BASIN DRAINAGE AREA TEMPORARY DIVERSION DITCH DRAINAGE AREA >TD J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 1 0 O V E R A L L E R O S I O N C O N T R O L P L A N S T A G E 2 . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 3 2 : 3 5 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: OVERALL EROSION CONTROL PLAN STAGE 2 C7.03 E N W S 0 SCALE: 1 inch = 8040 80 ft. C7.04 C7.05 W W W W W W WWWWWWWWWW W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWW W G G G G G G G G G G G G G G G G G G G G G G G G G G G G G G E E E E E E E E E E E E E E E E E EE SD OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX XX XX XX XX XX XX LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA L A LA LA L A LA LA LA LA LA LA LA LA LA L A LA LA LA LA LA LA SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S S S SS S S S S SS S S S S SS S S S S SS S S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS END ONE WAY SIGN NO TRESSPASSING SIGN BEGIN ONE WAY SIGN CFA TRAFFIC FLOW SIGN ONE WAY SIGN PARKING AHEAD SIGN SPEED LIMIT SIGN STOP SIGN PARKING LOT SIGN SPEED BUMP E OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS 6" PVC 6 " P V C 8" PVC 8" P V C SURVEY LIMITS BRICK RETAINING WALL BRICK RETAINING WALL TS BUSHES BUSHES 48 " R C P 48 " R C P SD SD SD SD SD SD SD SD SD SD 36 " R C P 36 " R C P 30 " R C P 18" R C P 36" R C P SS SS SS SS 4" P V C SD SD SD SD SD SD SD SD SD SD 24 " R C P 15 " R C P 15" RCP 15" RCP INV,=35.77' INV,=35.91' SD SD SD SD SD SD SD SD SD SD SD 36" RCP TFOTFO TFO TFO TFO TF O TF O TFO TFO TF O TF O TFO TF O TF O TF O TV TV TV TV TV TV TH EE T INV FES=33.51' INV 6" CPP=38.55' CHAIN-LINK FENCE LA LA LA LA LA O O O O O O O O O O O O O O O O O O O O O O OOOOOOOOOO O O O O O O O O O O O O O OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O LA LA LA LA LA LA LA LA LA LA L A SD SD SD SD SD SD SD SD SDSDSD SD SD SD SDSDSD SD SD SD SD SD SD SD SD SD SD S D SD S D S D S D SD S D SD SD SD SDSDSDSDSDSDSD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD S D SD SD S D S D S D SD 6" PVC LA LA LA LA 30" RCP 30 " R C P 36" RCP 36" RCP 24 " R C P 15" RCP OOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOO O O O O O O O O O O O O SD SD 12" CP P 12" CPP 12" CPP 12" CPP 15" RCP 12 " C P P 12" CPP SD STOP SIGN VISITOR SIGNS HC SIGNS RESERVED SIGNS OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO SD SD SD SD SD S DS DSD SD SD SD SD SD SD SD SD SD SD 6" CP P 6" C P P 6" C P P 6 " C P P 6" C P P 1 5 " R C P 6" C P P SD SD SD SD SD SD SD SD SD SD 12 " C P P 12" CPP 6" CPP 6" P V C 6" P V C 6" P V C 6" C P P 8" P V C 2"C P P 4"C P P 4"PVC 4"PVC 8" PVC 12" CP P 6 " P V C 6 " P V C 6" C P P 15 " R C P SS SS SS SS SS SS SS SS SS SS S S 8" PVC SS SS 8" PVC UNKNOWN DESTINATION S D S D 8" C P P 8" CPP 3-6" CPP 4" PVC LA LA LA LA LA LA LA LA LA O O O LA LA LA LA LA L A LA LA L A 11' X 1.5' LED SIGN OHE OHE OHE OHE OHE 6" P V C SU R V E Y L I M I T S WRONG WAY SIGN E SD12" CPP 6" C P P 6" C P P 6" CPP 15 " R C P 6" C P P 6 " C P P 6" CPP 8" P V C 8" PVC UNKNOWN DESTINATION 8" P V C UNK N O W N DES T I N A T I O N UNKNOWN ORIGIN UNKNOWN ORIGIN UNKNOWN ORIGIN DO NOT ENTER OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E SCHOOL PROPERTY/ SPEED LIMIT SIGN LA ASPHALT PLAYGROUND BASKETBALL COURT W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW W W W W W W W W NC 1 3 2 C O L L E G E R O A D OAKCLIFF DR PINECLIFF DR INV,=35.91' INV,=35.93' N/F ANDRE ADAMS DB 6643, PG 2350 P.I.D. #R06618-006-010-000 ZONING: R-15 N/F CHESTER & EILEEN LANGLEY DB 5598 PG 1284 P.I.D. #R06618-006-006-000 ZONING: R-15 N/F JOHN Q ALLEN DB 9911 PG 617 P.I.D. #R06618-006-005-000 ZONING: R-15 P.I.D. #R06618-006-007-000 ON L Y >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > XXXX 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 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 X X X X X X X X X X X XX 31 32 33 33 33 34 34 34 35 35 35 36 36 36 44 43 42 41 40 42 41 39 38 37 38 39 40 41 41 41 40 4 0 LIMITS OF DISTURBANCE (TYP.) SILT FENCE & TREE PROTECTION (TYP.) TEMPORARY CONCRETE WASHOUT (TYP.) INLET PROTECTION (TYP.) WALL INSTALLED, BASIN CONVERTED TO FINAL SCM IN STAGE 2 RIP RAP (TYP., SEE SHEET C7.08 FOR DETAILS) TEMPORARY CONSTRUCTION ENTRANCE (TYP.) TEMPORARY CHECK DAM (TYP.) DRAINAGE SWALE (DS-1) DRAINAGE SWALE (DS-2) SKIMMER (TYP.) SF/TP SF/TP SF/TP SF/ T P SF / T P S F / T P SF/TP SF / T P LOD LOD LO D L O D LO D LO D LO D LO D L O D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D L O D L O D LOD LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TPSF/TP LODLODLODLODLODLODLOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD L O D LOD LO D LO D LO D LOD LOD LO D LO D SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P S F / T P SF/ T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF / T P SF / T P SF/TP SF / T P SF / T P SF / T P LO D LO D LOD LO D LO D LO D PROPOSED GRADING LEGEND >TD SYMBOL DESCRIPTION TEMPORARY DIVERSION DITCH TEMPORARY CONSTRUCTION ENTRANCE CHECK DAM ROCK INLET PROTECTION INLET PROTECTION BAFFLEOOO LIMITS OF DISTURBANCELOD SILT/TREE PROTECTION FENCESF/TP TEMPORARY CONCRETE WASHOUT EROSION CONTROL LEGEND SKIMMER TEMPORARY SKIMMER BASIN DRAINAGE AREA TEMPORARY DIVERSION DITCH DRAINAGE AREA J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 1 X E R O S I O N C O N T R O L P L A N S T A G E 2 . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 3 3 : 4 8 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: EROSION CONTROL PLAN STAGE 2 C7.04 0 SCALE: 1 inch = 3015 30 ft. C7.04 C7.05 SAND PLAY GROUND E E E E E E E E E E E E E E E E E E E E E E E E E E E E E E WOOD RETAINING WALL 8" C P P O O O O O OOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OO OOOOOOOOOOO O O OOOOOOOOOOOOOOO O O O O O O O O O O O O O LA LA LA LA LA LA LA LA L A LA L A LA L A LA LA L A LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LA LALA X FENCED AREA CONTAINING 2 ELECTRIC GENERATORS ON CONCRETE PADS 4' C H A I N - L I N K F E N C E WOOD RETAINING WALL 4' CHAIN-LINK FENCE SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD SD SD SD SD SD SD SDS DSD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D SD S D SD SD SD SD SD SD SD SD SD 4"PVC 8" PVC 1 2 " P V C SD SD SD SD SD SD SD SD SD SD SD O O O O O O O O O O OOOOO O O O O O O O O O O O O O O O O O O O O O O OOOOOO O O O O O O 24" RCP 24" RCP 12" CP P 6 " P V C 6 " P V C 6" C P P 24" RCP 15 " R C P S S S S SS SS S SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS S S SS 8" PVC 6 " P V C 6" P V C 6" P V C 6" PVC SS SS 8" PVC UNKNOWN DESTINATION S S SS S D 8" C P P 8" CPP 3-6" CPP 4" PVC 12" R C P 18" RCP 1 8 " R C P 18 " R C P O O O O O O O O O O OOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOOOOO LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA LA LA LA LA LA XX XX XX XX XX XX XX XX O O O LA LA LA LA LA LA LA LALALALALALA LA LA LA LA LA LA L A LALALALA LA LA LA LA LA L A LA LA L A 11' X 1.5' LED SIGN LA L A LA L A LA LALA LA LA LA SPEED BUMPS SU R V E Y L I M I T S SURVEY LIMITS SD SD SD SD SD SD SD SD SD SD SD SD SD SD 8" C P P 12" CPP S D S D S D 1 5 " R C P 18 " R C P E E 15 " R C P 6 " C P P 6" CPP HC SIGNS 8" P V C 8" PVC UNKNOWN DESTINATION 8" P V C UNK N O W N DES T I N A T I O N TRANSFORMER SPEED BUMP SPEED BUMP SPEED BUMP HC SIGN SPEED BUMP STOP SIGN ONE WAY DO NOT ENTER DR O P O F F AR E A DR O P O F F AR E A DR O P O F F AR E A HC SIGNS WOOD BENCHES N/F CAPE FEAR ACADEMY INC DB 6568 PG 2294 P.I.D. #R06618-006-008-000 ZONING: R-15 ±436,251 FT² OR ±10.015 ACRES N/F SCOTT & MEEGHAN AIMONE DB 6604 PG 2536 P.I.D. #R07106-003-009-000 ZONING: R-15 N/F CAPE FEAR ACADEMY INC DB 5496 PG 932 P.I.D. #R06618-006-009-000 ZONING: R-15 OO O O O O O O O OOOOOO ADDITIONAL PARKING SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > > X X X X X ALUM. RAMP RAMP INLET PROTECTION (TYP.) DRAINAGE SWALE (DS-3) TEMPORARY CHECK DAM (TYP.) LIMITS OF DISTURBANCE (TYP.) SILT FENCE & TREE PROTECTION (TYP.) TEMPORARY CONSTRUCTION ENTRANCE (TYP.) TEMPORARY CONCRETE WASHOUT (TYP.) SF/TPSF/TPSF/TPSF/TPSF/TP SF / T P SF/TPSF/TPSF/TPSF/TP SF / T P SF / T P SF/TP SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF / T P SF / T P SF/TP SF/TP SF/TP SF / T P SF / T P SF/TP SF/TP SF / T P SF / T P SF / T P SF / T P S F / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF / T P SF/ T P LOD LOD LOD LOD LOD LOD LOD LO D LO D LOD LO D LO D LODLODLODLOD LODLODLODLOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLOD LOD LO D LOD LOD LOD L O D LO D LODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D LOD LOD LOD LOD LO D LOD LOD LOD LOD LOD LO D LO D LO D LO D LOD LOD LOD LOD LOD LODLODLODLODLOD LO D LO D LO D LOD L O D SF / T P SF / T P SF / T P SF / T P SF / T P SF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TPSF/TPSF/TP SF/TP SF/TP SF/TP SF/TP SF/TP SF/TPSF/TP SF/TP SF/TP PROPOSED GRADING LEGEND >TD SYMBOL DESCRIPTION TEMPORARY DIVERSION DITCH TEMPORARY CONSTRUCTION ENTRANCE CHECK DAM ROCK INLET PROTECTION INLET PROTECTION BAFFLEOOO LIMITS OF DISTURBANCELOD SILT/TREE PROTECTION FENCESF/TP TEMPORARY CONCRETE WASHOUT EROSION CONTROL LEGEND SKIMMER TEMPORARY SKIMMER BASIN DRAINAGE AREA TEMPORARY DIVERSION DITCH DRAINAGE AREA J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . 1 X E R O S I O N C O N T R O L P L A N S T A G E 2 . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 3 3 : 5 4 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: EROSION CONTROL PLAN STAGE 2 C7.05 0 SCALE: 1 inch = 3015 30 ft. C7.04 C7.05 CONSTRUCTION SEQUENCE: FOLLOW THE CONSTRUCTION SEQUENCE THROUGHOUT THE PROJECT DEVELOPMENT. WHEN CHANGES IN CONSTRUCTION ACTIVITIES ARE NEEDED, AMEND THE SEQUENCE SCHEDULE IN ADVANCE TO MAINTAIN MANAGEMENT CONTROL. ORDERLY MODIFICATION ASSURES COORDINATION OF CONSTRUCTION AND EROSION CONTROL PRACTICES TO MINIMIZE EROSION AND SEDIMENTATION PROBLEMS. WHEN MAJOR CHANGES ARE NECESSARY, SEND A COPY OF THE MODIFIED SCHEDULE TO THE LOCAL SEDIMENT CONTROL AGENCY. 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. SURFACE ROUGHENING: PERIODICALLY CHECK THE SEEDED SLOPES FOR RILLS AND WASHES. FILL THESE AREAS SLIGHTLY ABOVE THE ORIGINAL GRADE, THEN RESEED AND MULCH AS SOON AS POSSIBLE. TOPSOILING: NO MAINTENANCE MEASURES SPECIFIED IN NCDEQ MANUAL. IF NEEDED, COORDINATE W/ PM OR AUTHORITIES HAVING JURISDICTION. TREE PROTECTION: TAKE THESE STEPS AFTER ALL MATERIALS AND EQUIPMENT HAVE BEEN REMOVED FOR THE SITE: -REMOVE TREE PROTECTION ZONE FENCES. -PRUNE ANY DAMAGED TREES. IN SPITE OF PRECAUTIONS, SOME DAMAGE TO PROTECTED TREES MAY OCCUR. IN SUCH CASES, REPAIR ANY DAMAGE TO THE CROWN, TRUNK, OR ROOT SYSTEM IMMEDIATELY. o REPAIR ROOTS BY CUTTING OFF THE DAMAGED AREAS AND PAINTING THEM WITH TREE PAINT. SPREAD PEAT MOSS OR MOIST TOPSOIL OVER EXPOSED ROOTS. o REPAIR DAMAGE TO BARK BY TRIMMING AROUND THE DAMAGED AREA AS SHOWN IN FIGURE 6.05D OF THE NCDEQ MANUAL TO AVOID PEELING BARK FROM HEALTHY AREAS OF THE TREE. -CONTINUE MAINTENANCE CARE. PAY SPECIAL ATTENTION TO ANY STRESSED, DISEASED, OR INSECT-INFESTED TREES. REDUCE TREE STRESS CAUSED BY UNINTENDED CONSTRUCTION DAMAGE BY OPTIMIZING PLANT CARE WITH WATER, MULCH, AND FERTILIZER WHERE APPROPRIATE. CONSULT YOUR TREE EXPERT IF NEEDED. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE/EXIT: MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTO PUBLIC ROADWAYS. TEMPORARY SEEDING: RESEED AND MULCH AREAS WHERE SEEDLING EMERGENCE IS POOR, OR WHERE EROSION OCCURS, AS SOON AS POSSIBLE. DO NOT MOW. PROTECT FROM TRAFFIC AS MUCH AS POSSIBLE. PERMANENT SEEDING: MAINTENANCE OF PERMANENT SEEDING EFFORTS VARY ACROSS THE STATE. SITE SPECIFIC MAINTENANCE MAY BE SPECIFIED ON THE PLANS. 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 REQUIRES FERTILIZATION, AND MAY ALSO REQUIRE LIME. FOLLOW SOIL TEST RECOMMENDATIONS WHEN POSSIBLE OR USE THE RATES IN TABLE 6.12B OF THE NCDEQ MANUAL. TREES, SHRUBS, VINES AND GROUND COVERS: MAINTENANCE REQUIREMENTS DEPEND ON THE PARTICULAR SHRUB. IN ALL CASES WATERING IS IMPORTANT IN GETTING PLANTS ESTABLISHED. ONCE ESTABLISHED, FERTILIZING EVERY 3 YEARS IS GENERALLY SUFFICIENT. A HEAVY LAYER OF MULCH AROUND THE BASE OF EACH PLANT REDUCES WEEDS AND RETAINS MOISTURE. MULCH MAY CONSIST OF WOODCHIPS, SAWDUST PINE NEEDLES, OR STRAW. MOST GROUND COVERS NEED YEARLY TRIMMING TO PROMOTE GROWTH. TRIM BACK FROM TREES, FLOWER BEDS, FENCES, AND BUILDINGS. ADD MULCH WHERE NEEDED AND FERTILIZE, AS DESCRIBED ABOVE, EVERY 3-4 YEARS. 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. RIPRAP: IN GENERAL, ONCE RIPRAP INSTALLATION HAS BEEN PROPERLY DESIGNED AND INSTALLED IT REQUIRES VERY LITTLE MAINTENANCE. RIPRAP SHOULD BE INSPECTED PERIODICALLY FOR SCOUR OR DISLODGED STONES. CONTROL OF WEED AND BRUSH GROWTH MAY BE NEEDED IN SOME LOCATIONS. ROLLED EROSION CONTROL PRODUCTS: INSPECT ROLLED EROSION CONTROL PRODUCTS (RECP) AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. GOOD CONTACT WITH THE GROUND MUST BE MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE RECP. ANY AREAS OF THE RECP THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE REPAIRED AND STAPLED. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE PROBLEM SHALL BE FIXED, AND THE ERODED AREA PROTECTED. MONITOR AND REPAIR THE RECP AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED. COMPOST BLANKETS: INSPECT COMPOST BLANKETS WEEKLY AND WITHIN 24 HOURS OF A RAINFALL EVENT OF ½ INCH OR GREATER. IF FAILURE OR DAMAGE TO THE BLANKET OCCURS OR IF VEGETATION DOES NOT ESTABLISH WITHIN THE EXPECTED GERMINATION TIME OF THE SELECTED SEED TYPE, REAPPLY COMPOST AND SEED TO THE AFFECTED AREA TO RETURN IT TO THE ORIGINAL CONDITION. TAKE ADDITIONAL MEASURES AS NECESSARY TO ESTABLISH PERMANENT GROUND COVER. COMPOST BLANKETS SHALL BE INSPECTED UNTIL PERMANENT VEGETATION IS ESTABLISHED. ROLLED EROSION CONTROL PRODUCTS (RECP) PLACED OVER THE COMPOST BLANKET SHOULD BE REPAIRED IF IT HAS BEEN MOVED OR DAMAGED BY WIND OR STORM RUNOFF AND/OR IF PART OF OR THE WHOLE BLANKET IS NOT IN CONTACT WITH THE SOIL SURFACE. TEMPORARY DIVERSIONS: INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. GRASS-LINED CHANNELS: DURING THE ESTABLISHMENT PERIOD, CHECK GRASS-LINED CHANNELS AFTER EVERY RAINFALL. AFTER GRASS IS ESTABLISHED, PERIODICALLY CHECK THE CHANNEL; CHECK IT AFTER EVERY RAINFALL EVENT. IMMEDIATELY MAKE REPAIRS. IT IS PARTICULARLY IMPORTANT TO CHECK THE CHANNEL OUTLET AND ALL ROAD CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY. KEEP THE GRASS IN A HEALTHY, VIGOROUS CONDITION AT ALL TIMES, SINCE IT IS THE PRIMARY EROSION PROTECTION FOR THE CHANNEL. OUTLET STABILIZATION STRUCTURE: INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. EXCAVATED DROP INLET PROTECTION: INSPECT, CLEAN AND PROPERLY MAINTAIN THE EXCAVATED BASIN AFTER EVERY STORM UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN PERMANENTLY STABILIZED. TO PROVIDE SATISFACTORY BASIN EFFICIENCY, REMOVE SEDIMENT WHEN THE VOLUME OF THE BASIN HAS BEEN REDUCED BY ONE-HALF. SPREAD ALL EXCAVATED MATERIAL EVENLY OVER THE SURROUNDING LAND AREA OR STOCKPILE AND STABILIZE IT APPROPRIATELY. HARDWARE CLOTH AND GRAVEL INLET PROTECTION: INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH 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. BLOCK AND GRAVEL INLET PROTECTION: INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL AND MAKE REPAIRS AS NEEDED. REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAINS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. ROCK DOUGHNUT INLET PROTECTION: INSPECT ROCK DOUGHNUT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. TO PROVIDE SATISFACTORY INLET PROTECTION EFFICIENCY, REMOVE SEDIMENT FROM THE SEDIMENT POOL AREA WHEN THE VOLUME IS DECREASED BY HALF. THIS WILL HELP PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN. STABILIZE EXCAVATED MATERIAL APPROPRIATELY. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE STRUCTURE DURING SEDIMENT REMOVAL. REMOVE DEBRIS FROM THE INLET AND REPLACE STONE AS NEEDED. IF THE INLET WAS COVERED WITH WIRE MESH, THE MESH SHOULD BE CLEANED OF DEBRIS. WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND DISPOSE OF SEDIMENT PROPERLY. BRING THE DISTURBED AREA TO THE GRADE OF THE DROP INLET. SMOOTH AND COMPACT AS NEEDED. APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET WITH GROUND COVER. ROCK PIPE INLET PROTECTION: INSPECT ROCK PIPE INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE CONTAMINATED PART OF THE GRAVEL FACING. CHECK THE STRUCTURE FOR DAMAGE. ANY RIPRAP DISPLACED FROM THE STONE HORSESHOE MUST BE REPLACED IMMEDIATELY. AFTER ALL THE SEDIMENT-PRODUCING AREAS HAVE BEEN PERMANENTLY STABILIZED, REMOVE THE STRUCTURE AND UNSTABLE SEDIMENT. SMOOTH THE AREA TO BLEND WITH THE ADJOINING AREAS AND PROVIDE PERMANENT GROUND COVER. TEMPORARY SEEDING: COMPLETE GRADING BEFORE PREPARING SEEDBEDS AND INSTALL ALL NECESSARY EROSION CONTROL PRACTICES SUCH AS DIKES, WATERWAYS, AND BASINS. MINIMIZE STEEP SLOPES BECAUSE THEY MAKE SEEDBED PREPARATION DIFFICULT AND INCREASE THE EROSION HAZARD. SEEDBED PREPARATION: GOOD SEEDBED PREPARATION IS ESSENTIAL TO SUCCESSFUL PLANT ESTABLISHMENT. A GOOD SEEDBED IS WELL-PULVERIZED, LOOSE, AND UNIFORM. WHERE HYDROSEEDING METHODS ARE USED, THE SURFACE MAY BE LEFT WITH A MORE IRREGULAR SURFACE OF LARGE CLODS AND STONES. 1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, WITH STOCKPILED TOPSOIL. CONTRACTOR SHALL RESERVE SUFFICIENT TOPSOIL FOR SEEDBED PREPARATION. 2.RIP THE ENTIRE AREA TO 6-INCH DEPTH. 3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPER-PHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). 5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF THE STAND IS LESS THAN 60% ESTABLISHED, THE ENTIRE AREA SHALL BE RESEEDED ACCORDING TO SPECIFICATIONS USING THE ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9.CONSULT A CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. LIME AND FERTILIZER: BOTH LIME AND FERTILIZER SHOULD BE INCORPORATED INTO THE TOP 4-6 INCHES OF SOIL. IF A HYDRAULIC SEEDER IS USED, DO NOT MIX SEED AND FERTILIZER MORE THAN 30 MINUTES BEFORE APPLICATION. PLANT SELECTION: SELECT AN APPROPRIATE SPECIES OR SPECIES MIXTURE FROM THE APPLICABLE SEEDING RECOMMENDATION TABLES DEPENDING ON THE PLANTING SEASON AND WHETHER OR NOT TEMPORARY OR PERMANENT SEEDING. IN THE MOUNTAINS, DECEMBER AND JANUARY SEEDINGS HAVE POOR CHANCES OF SUCCESS. WHEN IT IS NECESSARY TO PLANT AT THESE TIMES, USE RECOMMENDATIONS FOR FALL AND A SECURELY TACKED MULCH. SEEDING: EVENLY APPLY SEED USING A CYCLONE SEEDER (BROADCAST), DRILL, CULTIPACKER SEEDER, OR HYDROSEEDER. USE SEEDING RATES GIVEN IN TEMPORARY SEEDING RECOMMENDATIONS TABLES. BROADCAST SEEDING AND HYDROSEEDING ARE APPROPRIATE FOR STEEP SLOPES WHERE EQUIPMENT CANNOT BE DRIVEN. HAND BROADCASTING IS NOT RECOMMENDED BECAUSE OF THE DIFFICULTY IN ACHIEVING A UNIFORM DISTRIBUTION. SMALL GRAINS SHOULD BE PLANTED NO MORE THAN 1 INCH DEEP, AND GRASSES AND LEGUMES NO MORE THAN 1/2 INCH. BROADCAST SEED MUST BE COVERED BY RAKING OR CHAIN DRAGGING, AND THEN LIGHTLY FIRMED WITH A ROLLER OR CULTIPACKER. HYDROSEEDED MIXTURES SHOULD INCLUDE A WOOD FIBER (CELLULOSE) MULCH. MULCHING: THE USE OF AN APPROPRIATE MULCH WILL HELP ENSURE ESTABLISHMENT UNDER NORMAL CONDITIONS AND IS ESSENTIAL TO SEEDING SUCCESS UNDER HARSH SITE CONDITIONS (NCDEQ PRACTICE 6.14, MULCHING). HARSH SITE CONDITIONS INCLUDE: ·SEEDING IN FALL FOR WINTER COVER (WOOD FIBER MULCHES ARE NOT CONSIDERED ADEQUATE FOR THIS USE), ·SLOPES STEEPER THAN 3:1, ·EXCESSIVELY HOT OR DRY WEATHER, ·ADVERSE SOILS (SHALLOW, ROCKY, OR HIGH IN CLAY OR SAND), AND ·AREAS RECEIVING CONCENTRATED FLOW. IF THE AREA TO BE MULCHED IS SUBJECT TO CONCENTRATED WATERFLOW, AS IN CHANNELS, ANCHOR MULCH WITH NETTING (NCDEQ PRACTICE 6.14, MULCHING). CONSTRUCTION SEQUENCE: 1.NOTIFY THE NEW HANOVER COUNTY OF CONSTRUCTION COMMENCEMENT AND SCHEDULE PRE-CONSTRUCTION CONFERENCE AT LEAST ONE WEEK IN ADVANCE OF PLANNED CONSTRUCTION ACTIVITIES. 2.THE CONTRACTOR SHALL FLAG THE WORK AND TREE PROTECTION LIMITS. 3.INSTALL STORM DRAIN WITH BLOCK AND GRAVEL INLET PROTECTION AT ROCK CONSTRUCTION ENTRANCE. 4.INSTALL ROCK CONSTRUCTION ENTRANCES IN ACCORDANCE WITH THE APPROVED PLAN. 5.INSTALL PERIMETER EROSION CONTROL MEASURES (SILT FENCE, TREE PROTECTION FENCING, ROCK FILTER OUTLETS, ETC.) AS INDICATED ON THE APPROVED EROSION CONTROL PLAN. CLEAR AREAS ONLY AS REQUIRED TO INSTALL PERIMETER EROSION CONTROL MEASURES. 6.AFTER PERIMETER CONTROLS ARE INSTALLED AND PROPERLY FUNCTIONING, BEGIN CLEARING AND GRUBBING. 7.UPON COMPLETION OF CLEARING AND GRUBBING ACTIVITIES, BEGIN STRIPPING TOPSOIL AND MASS GRADING OPERATIONS. 8.STOCKPILE TOPSOIL AND SUITABLE FILL MATERIAL. INSTALL SILT FENCE AROUND STOCKPILE AREAS. DISPOSE OF UNSUITABLE SOILS AND ALL OTHER WASTE MATERIALS OFF-SITE IN A LEGAL MANNER. THE CONTRACTOR WILL BE RESPONSIBLE FOR LOCATIONS OF ALL STOCKPILES AND ALL ADDITIONAL SEDIMENT AND EROSION CONTROLS MEASURERS REQUIRED. 9.BEGIN EXCAVATION AND TRENCHING ACTIVITIES ONLY AFTER ALL REQUIRED EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 10.BEGIN CONSTRUCTION AND INSTALLATION OF UTILITY LINE. UTILITY INSTALLATION MAY HAPPEN CONCURRENTLY WITH MASS GRADING OPERATIONS. 11.BACKFILL AND ESTABLISH FINISHED GRADE IMMEDIATELY AFTER UTILITIES HAVE BEEN INSTALLED. 12.CONTRACTOR TO CONDUCT A WEEKLY SITE INSPECTION AND AFTER EACH RAINFALL EVENT TO DETERMINE WHICH AREAS CAN BE TEMPORARILY OR PERMANENTLY SEEDED, WHICH DEVICES NEED MAINTENANCE, REPAIR, ETC., AND TO ENSURE THAT THE EROSION CONTROL MEASURES ARE PERFORMING ADEQUATELY. PERFORM ANY NECESSARY MAINTENANCE. 13.STABILIZE SITE AS AREAS ARE BROUGHT TO FINISHED GRADE WITH VEGETATION OR STONE BASE. ALL AREAS INDICATED TO BE PAVED SHALL BE STABILIZED WITH STONE AS SOON AS THEY ARE BROUGHT TO FINAL GRADE. MAINTAIN DIVERSIONS, INLET PROTECTION, AND SEDIMENT BASINS UNTIL SITE IS COMPLETELY STABILIZED. 14.REMOVE STOCKPILES AND MATERIALS AND DECOMMISSION STAGING AND LAYDOWN AREAS. 15.SEED, FERTILIZE, AND MULCH ALL DISTURBED AREAS, INCLUDING ALL STORAGE, STAGING, AND OFF-SITE STAGING, IN ACCORDANCE WITH THE REQUIREMENTS SET FORTH ON THE PLANS. 16.ONCE THE DISTURBED AREAS ARE STABILIZED, THE CONTRACTOR SHALL NOTIFY THE INSPECTOR FROM NEW HANOVER COUNTY. 17.UPON APPROVAL FROM THE NEW HANOVER COUNTY INSPECTOR AND THE ENGINEER, REMOVE TEMPORARY EROSION CONTROL MEASURES (I.E. ROCK CONSTRUCTION ENTRANCE, FILTER FABRIC FENCE, TREE PROTECTIONS FENCING, CONCRETE WASH PIT, TEMPORARY FIBER CHECK DAMS, TEMPORARY EROSION CONTROL BASIN, ETC.). 18.UPON REMOVAL OF TEMPORARY EROSION CONTROL MEASURES, RE-GRADE DISTURBED AREAS IN ACCORDANCE WITH FINAL GRADING PLAN AND STABILIZE ANY EXPOSED BARE EARTH. TABLE 1 - TEMPORARY SEEDING RECOMMENDATIONS FOR LATER WINTER AND EARLY SPRING SEEDING MIXTURE SPECIES RATE (LBS/ACRE) 50/50 MIX OF ANNUAL RYE (FESTUCA PERENNIS) AND PERENNIAL RYE (LOLIUM PERENNE) 120 K31 FESCUE SEED 25 SEEDING DATES MOUNTAINS ABOVE 2,500 FEET BELOW 2,500 FEET FEBRUARY 15 - MAY 15 FEBRUARY 1 - MAY 1 PIEDMONT JANUARY 1 - MAY 1 COASTAL PLAIN DECEMBER 1 - APRIL 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 LBS/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000 LBS/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILZE AND MULCH IMMEDIATELY TABLE 2 - TEMPORARY SEEDING RECOMMENDATIONS FOR SUMMER SEEDING MIXTURE SPECIES RATE (LBS/ACRE) GERMAN MILLET 40 IN THE PIEDMONT AND MOUNTAINS, A SMALL-STEMMED SUDANGRASS MAY BE SUBSTITUTED 50 SEEDING DATES MOUNTAINS MAY 15 - AUGUST 15 PIEDMONT MAY 1 - AUGUST 15 COASTAL PLAIN APRIL 15 - AUGUST 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 LBS/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000 LBS/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILZE AND MULCH IMMEDIATELY TABLE 3 - TEMPORARY SEEDING RECOMMENDATIONS FOR FALL SEEDING MIXTURE SPECIES RATE (LBS/ACRE) 50/50 MIX OF ANNUAL RYE (FESTUCA PERENNIS) AND PERENNIAL RYE (LOLIUM PERENNE) 120 K31 FESCUE SEED 25 SEEDING DATES MOUNTAINS AUGUST 15 - DECEMBER 15 PIEDMONT AUGUST 15 - DECEMBER 30 COASTAL PLAIN AUGUST 15 - DECEMBER 30 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 LBS/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000 LBS/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LBS/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBS/ACRE KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS). PERMANENT SEEDING: GENERAL REQUIREMENTS: 1.PREPARATION FOR PRIMARY/PERMANENT STABILIZATION SHALL NOT BEGIN UNTIL ALL CONSTRUCTION AND UTILITY WORK WITHIN THE PREPARATION AREA IS COMPLETE. HOWEVER, IT MAY BE NECESSARY TO PREPARE FOR NURSE CROPS PRIOR TO THE COMPLETION OF CONSTRUCTION AND INSTALLATION OF UTILITIES. 2.A NORTH CAROLINA DEPARTMENT OF AGRICULTURE SOILS TEST (OR EQUAL) SHALL BE OBTAINED FOR ALL AREAS TO BE SEEDED, SPRIGGED, SODDED OR PLANTED. RECOMMENDED FERTILIZER AND PH ADJUSTING PRODUCTS SHALL BE INCORPORATED INTO THE PREPARED AREAS AND BACKFILL MATERIAL PER THE TEST. 3.ALL AREAS TO BE SEEDED OR PLANTED SHALL BE TILLED OR RIPPED TO A DEPTH OF SIX INCHES (6”). RIPPING CONSISTS OF CREATING FISSURES IN A CRISS-CROSS PATTERN OVER THE ENTIRE SURFACE AREA, UTILIZING AN IMPLEMENT THAT WILL NOT GLAZE THE SIDE WALLS OF THE FISSURES. SITE PREPARATION THAT DOES NOT COMPLY WITH THESE DOCUMENTS SHALL NOT BE ACCEPTABLE. THE DEPTH OF SOIL PREPARATION MAY BE ESTABLISHED AS A RANGE BASED ON THE APPROVAL OF THE REVIEWING STATE OR LOCAL AGENCY. ONCE TILLED OR RIPPED ACCORDING TO THE APPROVED PLAN, ALL AREAS ARE TO BE RETURNED TO THE APPROVED FINAL GRADE. PH MODIFIERS AND/OR OTHER SOIL AMENDMENTS SPECIFIED IN THE SOIL TESTS CAN BE ADDED DURING THE SOIL PREPARATION PROCEDURE OR AS DESCRIBED BELOW. AREAS TO BE SEEDED: 1.TILL OR DISC THE PREPARED AREAS TO BE SEEDED TO A MINIMUM DEPTH OF SIX (6) INCHES. REMOVE STONES LARGER THAN THREE (3) INCHES ON ANY SIDE, STICKS, ROOTS AND OTHER EXTRANEOUS MATERIALS THAT SURFACE. IF NOT INCORPORATED DURING THE SOIL PREPARATION PROCESS, ADD PH MODIFIER AND FERTILIZERS AT THE RATE SPECIFIED IN THE SOIL TEST REPORT. 2.RE-COMPACT THE AREA UTILIZING A CULTIPACKER ROLLER. THE FINISHED GRADE SHALL BE A SMOOTH EVEN SOIL SURFACE WITH A LOOSE, UNIFORMLY FINE TEXTURE. ALL RIDGES AND DEPRESSIONS SHALL BE REMOVED AND FILLED TO PROVIDE THE APPROVED SURFACE DRAINAGE. SEEDING OF GRADED AREAS IS TO BE DONE IMMEDIATELY AFTER FINISHED GRADES ARE OBTAINED AND SEEDBED PREPARATION IS COMPLETED. TABLE 4 - PERMANENT SEEDING RECOMMENDATIONS FOR SHOULDERS, SIDE DITCHES AND SLOPE (3:1 MAX) SEEDING MIXTURE SPECIES RATE (LBS/ACRE)DATE TALL FESCUE 300 AUGUST 15 - NOVEMBER 1 TALL FESCUE & ABRUZZI RYE 300 NOVEMBER 1 - MARCH 2 TALL FESCUE 300 MARCH 1 - APRIL 15 HULLED COMMON BERMUDA GRASS 25 APRIL 15 - JUNE 30 TALL FESCUE AND ***BROWN TOP MILLET OR ***SORGHUM-SUDAN HYBRIDS 125 35 30 JULY 15 - AUGUST15 ***TEMPORARY - RESEED ACCORDING TO THE OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. A CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE SHALL BE CONSULTED FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. ANY VARIATION FROM THIS LIST SHALL BE PRE-APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE 5 - PERMANENT SEEDING RECOMMENDATIONS FOR SLOPES 3:1 TO 2:1 SEEDING MIXTURE SPECIES RATE (LBS/ACRE)DATE BERMUDA GRASS AND 25 MARCH 1 - JUNE 1 K31 FESCUE SEED AND 25 MARCH 1 - JUNE 1 ADD TALL FESUCE AND 120 MARCH 1 - APRIL 15 ADD WEEPING LOVE GRASS OR 10 MARCH 1 - JUNE 30 ADD COMMON BERMUDA GRASS 25 MARCH 1 - JUNE 30 ***TALL FESCUE AND ***BROWN TOP MILLET OR ***SORGHUM-SUDAN HYBRIDS 120 35 30 JUNE 1 - SEPTEMBER 1 TALL FESCUE 120 SEPTEMBER 1 - MARCH 1 ADD ABRUZZI RYE 25 NOVEMBER 1 - MARCH 1 ***TEMPORARY - RESEED ACCORDING TO THE OPTIMUM SEASON FOR DESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROW OVER 12 INCHES IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT. A CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE SHALL BE CONSULTED FOR ADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OF DENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELL UNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE. ANY VARIATION FROM THIS LIST SHALL BE PRE-APPROVED BY THE AUTHORITY HAVING JURISDICTION. TABLE 6 - PERMANENT SEEDING SOIL AMENDMENTS AGRICULTURAL LIMESTONE 2 TONS/ACRE (3 TONS/ACRE IN CLAY SOILS) FERTILIZER 1,000 LBS/ACRE - 10-10-10 SUPER-PHOSPHATE 500 LBS/ACRE – 20% ANALYSIS MULCH 2 TONS/ACRE – SMALL GRAIN STRAW ANCHOR ASPHALT EMULSION @ 300 GAL/ACRE SEEDING NON-WETLAND AREAS: 1.TEMPORARY NON-WETLAND SEEDING a.SEEDING SCHEDULE - IN ACCORDANCE WITH TABLE 6 b.SOIL AMENDMENTS i. FOLLOW RECOMMENDATIONS OF SOIL TEST OR APPLY 2,000 LBS/ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LBS/ACRE OF 10-10-10 FERTILIZER. c.MULCH i. APPLY 4,000 LBS/ACRE OF STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. d.MAINTENANCE i. WINTER, EARLY SPRING, AND SUMMER 1. RE-FERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, RE-FERTILIZE, AND MULCH IMMEDIATELY EROSION OR OTHER DAMAGE. ii. FALL 1. REPAIR AND RE-FERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LBS/ACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBS/ACRE OF KOBE (PIEDMONT AND COASTAL PLAIN) OR KOREAN (MOUNTAINS). e. TEMPORARY SEEDING MUST BE FOLLOWED WITH PERMANENT SEEDING AS SOON AS PRACTICAL. 2.PERMANENT NON-WETLAND SEEDING a.SEED ALL DISTURBED AREAS OF CONSTRUCTION. b.NO SEEDING SHOULD BE UNDERTAKEN IN WINDY OR UNFAVORABLE WEATHER, WHEN THE GROUND IS TOO WET TO RAKE EASILY, WHEN IT IS IN A FROZEN CONDITION, OR TOO DRY. c.THE SUBGRADE OF ALL AREAS TO BE SEEDED SHALL BE RAKED AND ALL RUBBISH, STICKS, ROOTS, AND STONES LARGER THAN 2 INCHES SHALL BE REMOVED. d.THE SUBGRADE SHALL BE SCARIFIED OR OTHERWISE LOOSENED TO A MINIMUM DEPTH OF 4 INCHES. e.APPLY GROUND AGRICULTURAL LIMESTONE AT A RATE OF 3,000 - 4,000 LB/ACRE. f.APPLY 10-10-10 FERTILIZER AT A RATE OF 1,000 LB/ACRE. FERTILIZER SHALL BE UNIFORMLY SPREAD AND DISKED OR ROTOTILLED TO A DEPTH OF AT LEAST 4 INCHES. g.PERMANENT SEEDING i. IMMEDIATELY FOLLOWING THIS PREPARATION, PERMANENT SEED SHALL BE UNIFORMLY APPLIED AND LIGHTLY RAKED INTO THE SURFACE. LIGHTLY ROLL THE SURFACE AND WATER WITH FINE SPRAY. PERMANENT SEED SHALL BE APPLIED AT THE FOLLOWING RATES: ii. THE BEST SEEDING DATES ARE BETWEEN SEPTEMBER 1 THROUGH SEPTEMBER 30 AND FEBRUARY 15 THROUGH MARCH 20. iii. POSSIBLE SEEDING DATES ARE BETWEEN SEPTEMBER 1 THROUGH OCTOBER 31 AND FEBRUARY 15 THROUGH APRIL 30. iv. BETWEEN APRIL 15 AND AUGUST 15, ADD 10 LB/ACRE GERMAN MILLET OR 15 LB/ACRE OF SUDANGRASS. v. PRIOR TO MAY 1 OR AFTER AUGUST 15 ADD 25 LB/ACRE RYE (GRAIN). h.APPLY MULCH AT A RATE OF 4,000 LB/ACRE. i.APPLY TACKIFIER AT A RATE OF 10 GAL/1,000FT2. j.THE CONTRACTOR SHALL KEEP ALL SEEDED AREAS WATERED AND IN GOOD CONDITION. RESEEDING SHALL BE DONE IF AND WHEN NECESSARY UNTIL A GOOD, HEALTHY, UNIFORM GROWTH IS ESTABLISHED OVER THE ENTIRE AREA SEEDED. k.ON SLOPES, THE CONTRACTOR SHALL PROVIDE AGAINST WASHOUTS BY AN APPROVED METHOD. ANY WASHOUT THAT OCCURS SHALL BE REGRADED AND RESEEDED AT THE CONTRACTOR'S EXPENSE UNTIL GOOD SOD IS ESTABLISHED. TABLE 7 - PERMANENT SEEDING OF NON-WETLAND AREAS SEEDING MIXTURE SPECIES RATE (LBS/ACRE)DATE BERMUDA GRASS 25 APRIL 1 - JUNE 30 WEEPING LOVEGRASS 40 MAY 1 - SEPTEMBER 1 TALL FESCUE 120 SEPTEMBER 1 - APRIL 1 K31 AND BERMUDA 80 SEPTEMBER 1 - MAY 1 RIPARIAN SEED MIX: AREAS WITHIN FIFTY FEET (50') OF THE RIPARIAN BUFFER SHALL BE STABILIZED WITH NATIVE SEED MIX. ALL NATIVE SEED MIXTURES SHALL BE FROM MELLOW MARSH FARM (MMF) OR APPROVED EQUAL AND SHALL BE INSTALLED AS NOTED ON THESE PLANS. THE FOLLOWING INSTALLATION OF ALL NATIVE SEED MIXTURES SHALL FOLLOW MANUFACTURER'S BEST PRACTICES FOR NATIVE SEED ESTABLISHMENT. IF AN ALTERNATE SEED MIXTURE IS PROPOSED, THE CONTRACTOR SHALL PROVIDE THE BEST PRACTICES FOR ENGINEER REVIEW PRIOR TO INSTALLATION. NATIVE SEED MIX SHALL BE INSTALLED AT THE FOLLOWING RATES (OR ALTERNATE AS PROVIDED BY MANUFACTURER AND APPROVED BY ENGINEER). TABLE 8 – RIPARIAN SEED MIX SEEDING MIXTURE SPECIES RATE (LBS/ACRE) MMF NATIVE GRASS MIX 20-25 MMF POLLINATOR MIX 20-25 MMF RIPARIAN BUFFER MIX 20-25 MMF SHADE MIX 20-25 MMF STABILIZATION MIX 20-25 MMF STORMWATER POND MIX 20-25 MMF WETLAND MIX 20-25 MMF WETLAND SHADE MIX 20-25 J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . X X E R O S I O N C O N T R O L N O T E S A N D D E T A I L S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 4 7 : 2 8 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP EROSION CONTROL NOTES AND DETAILS C7.06 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 INITIAL PLAN DATE: 11/09/2025 REVISIONS: WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S SEDIMENT FENCE: INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF THE SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. SKIMMER SEDIMENT BASIN: INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED, IF SO REMOVE THE DEBRIS. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED, AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH THE FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. POROUS BAFFLES: INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSIT WHEN IT REACHES HALF FULL, TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEANOUT AND REPLACE IF DAMAGED DURING CLEANOUT OPERATIONS. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. COMPOST SOCK: INSPECT COMPOST SOCKS WEEKLY AND AFTER EACH SIGNIFICANT RAINFALL EVENT (1/2 INCH OR GREATER). REMOVE ACCUMULATED SEDIMENT AND ANY DEBRIS. THE COMPOST SOCK MUST BE REPLACED IF CLOGGED OR TORN. IF PONDING BECOMES EXCESSIVE, THE SOCK MAY NEED TO BE REPLACED WITH A LARGER DIAMETER OR A DIFFERENT MEASURE. THE SOCK NEEDS TO BE REINSTALLED IF UNDERMINED OR DISLODGED. THE COMPOST SOCK SHALL BE INSPECTED UNTIL LAND DISTURBANCE IS COMPLETE AND THE AREA ABOVE THE MEASURE HAS BEEN PERMANENTLY STABILIZED. EROSION CONTROL MAINTENANCE MEASURES (FROM CHAPTER 9) CONSTRUCTION ROAD STABILIZATION: INSPECT CONSTRUCTION ROADS AND PARKING AREAS PERIODICALLY FOR CONDITION OF SURFACE. TOP-DRESS WITH NEW GRAVEL AS NEEDED. CHECK ROAD DITCHES AND OTHER SEEDED AREAS FOR EROSION AND SEDIMENTATION AFTER RUNOFF-PRODUCING RAINS. MAINTAIN ALL VEGETATION IN A HEALTHY, VIGOROUS CONDITION. SEDIMENT-PRODUCING AREAS SHOULD BE TREATED IMMEDIATELY. SUBSURFACE DRAIN: A PROPERLY DESIGNED AND INSTALLED SUBSURFACE DRAIN REQUIRES LITTLE MAINTENANCE. HOWEVER, CHECK DRAINS PERIODICALLY AND ESPECIALLY AFTER HEAVY RAINS TO SEE THAT THEY ARE OPERATING PROPERLY. KEEP THE OUTLETS FREE OF SEDIMENT AND OTHER DEBRIS, AND KEEP THE ANIMAL GUARD IN PLACE AND FUNCTIONAL. INVESTIGATE ANY WET AREAS ALONG THE LINE FOR POSSIBLE CAVE-IN DUE TO VEHICLE TRAFFIC, BLOCKAGE BY ROOTS, OR OTHER PROBLEMS. MAKE ALL NEEDED REPAIRS PROMPTLY. GRADE STABILIZATION STRUCTURE: ONCE A GRADE STABILIZATION STRUCTURE HAS BEEN PROPERLY INSTALLED AND THE AREA AROUND IT STABILIZED, MAINTENANCE SHOULD BE MINIMAL. INSPECT THE STRUCTURE PERIODICALLY AND AFTER MAJOR STORMS THROUGHOUT THE LIFE OF THE STRUCTURE. CHECK THE FILL AROUND THE STRUCTURE FOR PIPING, EROSION, AND SETTLEMENT AND TO ENSURE THAT GOOD PROTECTIVE VEGETATION IS MAINTAINED. CHECK THE CHANNEL AT THE STRUCTURE ENTRANCE AND OUTLET FOR SCOUR AND DEBRIS ACCUMULATION THAT MAY CAUSE BLOCKAGE OR TURBULENCE. CHECK THE STRUCTURE ITSELF FOR CRACKING OR SPALLING OF THE CONCRETE, UNEVEN OR EXCESSIVE SETTLEMENT, PIPING, AND PROPER DRAIN FUNCTIONING. CHECK EMERGENCY BYPASS AREAS AROUND THE STRUCTURE FOR EROSION, ESPECIALLY WHERE FLOW RE-ENTERS THE CHANNEL. REPAIR OR REPLACE FAILING STRUCTURES IMMEDIATELY. CHECK DAM: INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL. REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 6" MIN 50' M I N . 12' M I N . 2-3" COURSE AGGREGATE PUB L I C R O A D CONSTRUCTION: 1.CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION, ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLY GRADE IT. 2.PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONS SHOWN ON THE PLANS, AND SMOOTH IT. 3.PROVIDE DRAINAGE TO CARRY WATER TO A SEDIMENT TRAP OR OTHER SUITABLE OUTLET. 4.USE GEOTEXTILE FABRICS IN ORDER TO IMPROVE STABILITY OF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGH WATER TABLE. MAINTENANCE: 1.PER NCG-01 INSPECT AT LEAST ONCE A WEEK AND AFTER EACH 1 INCH OR GREATER RAINFALL; MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 2.MAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 INCH STONE. 3.IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS. Scale:C4002 EROSION CONTROLCONSTRUCTION ENTRANCE / EXIT NTS FLOW PLAN CATCH BASIN SECTION NOTES: 1.PLACE GRAVEL BAG BARRIER ON GENTLY SLOPING STREET, WHERE WATER CAN POND AND ALLOW SEDIMENT TO SEPARATE FROM RUNNOFF. 2.USE SAND BAGS OF WOVEN GEOTEXTILE FABRIC (NOT BURLAP) AND FILL WITH 1/2 INCH (OR SMALLER) GRAVEL. BAGS MUST BE LAYERED SUCH THAT NO GAPS ARE EVIDENT. 3.INSPECT BARRIERS AND REMOVE SEDIMENT AFTER EACH STORM EVENT, SEDIMENT AND GRAVEL MUST BE REMOVED FROM THE TRAVELED WAY IMMEDIATELY. 4.WHEN INSTALLING CURB INLET PROTECTION DEVICES, NEVER BLOCK THE CURB INLET. MAINTENANCE NOTES: 1.INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT. 2.REMOVE SEDIMENT AS NECESSARY. 3.WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. CURB INLET PLACE GRAVEL BAGS SUCH THAT NO GAPS ARE EVIDENT CATCH BASIN BACK OF CURB PONDING AREA FOR SEDIMENT SEPARATION SIDEWALKCURB INLET GRAVEL BAG SHOULD NOT BE HIGHER THAN TOP OF CURB Scale:C4055 EROSION CONTROLCURB INLET PROTECTION NTS TREE REMOVAL NOTES: 1.AREAS UPSTREAM OF THE CENTERLINE OF THE EMBANKMENT CREST: 1.1.REMOVE ALL TREES, DECAYED OR DECAYING STUMPS AND WOODY VEGETATION. 1.2.UNDERCUT AS NEEDED TO REMOVE THE ROOTBALLS AND ALL ROOT SYSTEMS OF ONE HALF INCH DIAMETER AND GREATER. 1.3.BACKFILL TO PLAN ELEVATIONS WITH APPROVED MATERIAL IN LIFTS NOT TO EXCEED 8 INCHES, OR AS DIRECTED BY GEOTECHNICAL ENGINEER. COMPACT FILL TO NO LESS THAN 95% OF THE MAXIMUM DRY DENSITY (STANDARD PROCTOR). 2.ALL OTHER AREAS OF THE EMBANKMENT: 2.1.TREES 6 INCHES AND LARGER IN DIAMETER MUST BE REMOVED AS FOLLOWS: 2.2.CUT THE TREE APPROXIMATELY 2 FEET ABOVE THE GROUND LEAVING A WELL DEFINED STUMP THAT CAN BE USED TO REMOVE THE ROOTBALL. 2.3.REMOVE THE STUMP BY PULLING THE STUMP, OR BY USE OF AN EXCAVATOR TO FIRST LOOSEN THE STUMP AND THEN PULL THE ROOTBALL ALL TOGETHER. 2.4.REMOVE THE REMAINING ROOT SYSTEM, INCLUDING ALL ROOTS OF ONE HALF INCH DIAMETER OR GREATER, AND ANY LOOSE SOIL. EXCAVATE THE CAVITY TO SLOPES NO STEEPER THAN 1:1 WITH A SMOOTH, HORIZONTAL BOTTOM. 2.5.EXISTING STUMPS AND DECAYED OR DECAYING STUMPS MUST BE EXCAVATED IN A SIMILAR MANNER TO REMOVE DEAD OR DECAYED ROOTS AND ORGANIC MATTER GREATER THAN ONE HALF INCH IN DIAMETER. 2.6.BACKFILL THE CAVITY WITH APPROVED MATERIAL IN LIFTS NOT TO EXCEED 6 INCHES. COMPACT FILL TO NO LESS THAN 95% OF THE MAXIMUM DRY DENSITY (STANDARD PROCTOR). (OR AS DIRECTED BY GEOTECHNICAL ENGINEER) NOTE THAT COMPACTION OF THE FILL IN THESE SMALL EXCAVATIONS TYPICALLY REQUIRES THE USE OF MANUALLY OPERATED COMPACTION EQUIPMENT. 2.7.THE REMAINING TREES (LESS THAN 6 INCHES IN DIAMETER) MUST BE CUT FLUSH WITH THE SURFACE AND TREATED WITH A POLYURETHANE SEALANT TO PROLONG THE TIME REQUIRED FOR THE STUMP TO DECAY. 3.PREPARE RESULTING DENUDED AREAS ACCORDING TO SEEDBED PREPARATION SPECIFICATIONS AND REVEGETATE ACCORDING TO SEEDING SCHEDULE. ROOTBALL 1 EXCAVATE TO REMOVE ROOTBALL AND ROOTS LARGER THAT 12" INDIAMETER24"+ EXISTING TREE EXCAVATION LIMITS 1(MIN) BACKFILL IN LIFTS OF 6 INCHES OR LESS AND COMPACT TO AT LEAST 95% MAXIMUM DRY DENSITY (OR AS DIRECTED BY GEOTECHNICAL ENGINEER) SCARIFY WALLS TO INSURE BOND WITH NEW FILL SMOOTH, HORIZONTAL BOTTOM PREPARE DENUDED AREA ACCORDING TO SEEDBEDPREPARATION SPECIFICATIONS AND REVEGETATE ACCORDING TO SEEDING SCHEDULE Scale:C4095 EROSION & SEDIMENT CONTROLTREE REMOVAL NTS MAINTENANCE NOTES: 1.INSPECT THE BARRIER AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENT AND MAKE REPAIRS AS NEEDED. 2.REMOVE SEDIMENT AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR SUBSEQUENT RAIN EVENTS. 3.WHEN THE CONTRIBUTING DRAINAGE AREA HAS BEEN ADEQUATELY STABILIZED, REMOVE ALL MATERIALS AND ANY UNSTABLE SOIL, AND EITHER SALVAGE OR DISPOSE OF IT PROPERLY. 4.BRING THE DISTURBED AREA TO PROPER GRADE, THEN SMOOTH AND COMPACT IT. 5.APPROPRIATELY STABILIZE ALL BARE AREAS AROUND THE INLET. STONE FILTER INLET PROTECTION 1. 5 ' 2' 1'3' NATURAL GROUND RIPRAP HEADWALL 1' MIN HEIGHT FROM ROAD SHOULDER PIPE CLASS B RIPRAP NCDOT #5 OR #57 WASHED STONE FLOW F L O W FLOW FLO W FLOW PIPE INVERT 36" PIPE (MAX) FILTER BERM NCDOT #5 OR #57 WASHED STONE CLASS B RIPRAP HEADWALL NATURAL GROUND Scale:C4052 EROSION CONTROLPIPE INLET PROTECTION NTS STEEL FENCE POST SET MAXIMUM 2' APART HARDWARE CLOTH NOTE: BURY WIRE FENCE, HARDWARE CLOTH, AND SILT FENCE FABRIC 8 INCHES INTO THE TRENCH STEEL FENCE POST WIRE FENCE HARDWARE CLOTH FILTER OF #57 OR #5 WASHED STONE 3' FILTER FABRIC ON GROUND BURY 6" OF UPPER EDGE OF FILTER FABRIC IN TRENCHBURY WIRE FENCE AND HARDWARE CLOTH NOTES: 1.HARDWARE CLOTH AND GRAVEL SHOULD OVERLAY THE SILT FENCE AT LEAST 12 INCHES. 2.STONE OUTLETS SHOULD BE PLACED ON LOW ELEVATION AREAS OF SILT FENCE AND BASED ON FIELD CONDITIONS. MAINTENANCE: 1.PER NCG-01, 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. 2.REMOVE SEDIMENT WHEN HALF OF STONE OUTLET IS COVERED. 3.REPLACE STONE AS NEEDED TO FACILITATE DE-WATERING. FRONT VIEW SECTION VIEW FLOW DIRECTION WIRE FENCE GRADE SILT FENCE FABRIC OVERLAP 12 INCHES OVERLAP 12 INCHES Scale:C4062 EROSION CONTROLSILT FENCE OUTLET NTS NOTES: 1.CONTRACTOR SHALL EXERCISE CAUTION NOT TO BURST OR DAMAGE THE TEMPORARY SEDIMENT FILTER BAG WHEN PUMPING. 2.THE LENGTH AND WIDTH OF THE TEMPORARY SEDIMENT BAG SHOWN ON THIS DRAWING MAY VARY PER VENDOR SPECIFICATIONS. 3.TEMPORARY SEDIMENT FILTER BAGS SHALL BE EQUIPPED WITH A SEWN-IN SLEEVE OF SUFFICIENT SIZE TO ACCEPT A MINIMUM 4 INCH DIAMETER PUMP DISCHARGE HOSE. THE DISCHARGE HOSE SHOULD BE EXTENDED INTO THIS SLEEVE A MINIMUM OF SIX INCHES AND BE TIGHTLY SECURED WITH A HOSE CLAMP OR OTHER SUITABLE MEANS TO PREVENT LEAKAGE. HOSE CONNECTION THROUGH A SLIT IN THE BAG WILL NOT BE ACCEPTABLE. 4.THE PUMP DISCHARGE HOSE CONNECTION SLEEVE SHALL BE SECURELY TIED OFF DURING DISPOSAL OF THE TEMPORARY SEDIMENT FILTER BAG IN ORDER TO PREVENT LEAKAGE OF COLLECTED SEDIMENTS. 5.TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6 INCHES OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 6.CONTRACTOR SHALL SIZE THE BAG DEPENDING ON USE AND FLOW REQUIREMENTS. MAINTENANCE NOTES: 1.INSPECT WEEKLY AND AFTER EACH RAINFALL EVENT PRODUCING 1/2 INCH OR MORE OF RAIN. ANY DAMAGE TO THE SEDIMENT FILTER BAG SHALL BE REPAIRED IMMEDIATELY. 2.TEMPORARY SEDIMENT FILTER BAG SHALL BE REPLACED WHEN 6" OF SEDIMENT HAS ACCUMULATED OR IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3.MONITOR SEDIMENT FILTER BAG REGULARLY FOR THE PRESENCE OF TURBID WATER BEING DISCHARGED. IF ANY TURBID WATER IS BEING DISCHARGED FROM THE BAG THE SITUATION SHALL BE RESOLVED IMMEDIATELY. IF TEMPORARY BLOCKAGES ARE NOT FOUND, ASSUME THE BAG IS AT SEDIMENT CAPACITY AND REPLACE IMMEDIATELY. PLAN SECTION VARIES WITH GROUND SLOPE 2' MIN 2' MIN 2' MIN VARIABLE 1:1 SLOPE (TYP) 8" MIN OPTIONAL LIFTING STRAPS SEDIMENT FILTER BAG #57 STONE SEWN-IN CONNECTION SLEEVE FOR PUMP DISCHARGE HOSE FILTER FABRIC SEDIMENT FILTER BAG USE #57 STONE TO LEVEL SEDIMENT FILTER BAG 2' MIN 14' MIN 1: 1 T Y P EXISTING GRADE Scale:C4066 EROSION CONTROLSEDIMENT FILTER BAG NTS MAINTENANCE NOTE: INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (½ INCH OR GREATER) RAINFALL EVENT. CLEAR THE SEDIMENT SACK OF ANY DEBRIS OR OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE THE SEDIMENT SACK DURING SEDIMENT REMOVAL. REPLACE DAMAGED SEDIMENT SACKS IMMEDIATELY. SEDIMENT SACK 1" REBAR FOR BAG REMOVAL FROM INLET DUMP STRAP DUMP STRAP DUMP STRAPS EXPANSION RESTRAINT (1/4" NYLON ROPE, 2" FLAT WASHERS) BAG DETAIL ISTALLATION DETAIL INLET GRATE Scale:C4053 EROSION CONTROLINLET SEDIMENT CONTROL DEVICE NTS MAINTENANCE NOTES: 1.INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 2.SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 3.REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. 4.REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE IT AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED. FILTER FABRIC TO BE BURIED UNDER EXISTING GRADE 8' MAX CENTER STANDARD STRENGTH FABRIC WITH WIRE FENCE 6' MAX CENTER EXTRA STRENGTH FABRIC WITHOUT WIRE FENCE 24" 3'-0" 2'-2" 8" 4" WIRE FENCE FILTER FABRIC STEEL POST BACKFILL TRENCH AND COMPACT THOROUGHLY TREE PROTECTION WOVEN WIRE FABRIC (IF REQUIRED) SILT FENCE FABRIC (IF REQUIRED) FOR TREE PROTECTION, AN ORANGE, UV RESISTANT HIGH -TENSILE STRENGTH POLY BARRICADE FABRIC SHALL BE PROVIDED ALONG WITH APPROPRIATE SIGN Scale:C4061 EROSION CONTROLSILT FENCE/TREE PROTECTION FENCE NTS J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . X X E R O S I O N C O N T R O L N O T E S A N D D E T A I L S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 4 7 : 3 2 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP EROSION CONTROL NOTES AND DETAILS C7.07 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 INITIAL PLAN DATE: 11/09/2025 REVISIONS: WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S VARIES SEE PLANVARIES SEE PLAN 2:1 M A X 2:1 M A X NOTES: 1.PERMANENT DIVERSIONS CAN BE INSTALLED AS TEMPORARY DIVERSIONS UNTIL THE SITE IS STABILIZED AND THEN COMPLETED AS A PERMANENT MEASURE, OR THEY CAN BE INSTALLED IN FINAL FORM DURING THE INITIAL CONSTRUCTION OPERATION, SO LONG AS THEY FUNCTION PROPERLY AND MEET ALL TEMPORARY MEASURE STANDARDS. 2.REMOVE AND PROPERLY DISPOSE OF ALL TREES, BRUSH, STUMPS, OR OTHER OBJECTIONABLE MATERIAL. FILL AND COMPACT ALL DITCHES, SWALES, OR GULLIES THAT WILL BE CROSSED TO NATURAL GROUND LEVEL OR ABOVE. 3.EXCAVATE, SHAPE, AND STABILIZE THE DIVERSION TO LINE, GRADE, AND CROSS SECTION, AS REQUIRED IN THE DESIGN PLAN. 4.STABILIZE THE DIVERSION WITH PERMANENT VEGETATION AFTER INSTALLATION MAINTENANCE NOTES: 1.INSPECT PERMANENT DIVERSIONS AT LEAST WEEKLY AND AFTER EACH RAINFALL OF 1.0 INCH OR GREATER. 2.IMMEDIATELY REMOVE ANY OBSTRUCTIONS FROM THE FLOW AREA, AND REPAIR THE DIVERSION RIDGE. 3.CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED. 4.MAINTAIN THE VEGETATION IN A VIGOROUS, HEALTHY CONDITION AT ALL TIMES. Scale:C4020 EROSION CONTROLPERMANENT DIVERSION NTS VARIES SEE PLAN VARIES SEE PLANVARIES SEE PLAN 2' MIN 12" FIL L SL O P E 2:1 MA X 2:1 MAX WASTE MATERIAL-COMPACT, SEED AND MULCH AFTER CONSTRUCTION OF DITCH NOTES: 1.TEMPORARY DIVERSION DITCH TO BE USED TO INTERCEPT FLOW AND/OR DIVERT TO A SEDIMENT CONTROL MEASURE OR BMP. 2.SILT SHALL BE REMOVED WHEN DITCH IS ONE-HALF FULL. 3.DITCH SHALL BE RECONSTRUCTED WHEN DAMAGED BY EQUIPMENT OR COVERED BY FILL. 4.STABILIZE TEMPORARY DIVERSION WITH SEEDING, AND EROSION CONTROL MATTING. MAINTENANCE NOTES: 1.INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. 2.IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. 3.CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. 4.WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. Scale:C4021 EROSION CONTROLTEMPORARY DIVERSION NTS SIDE VIEW NOTES: 1.PROVIDE FAIRCLOTH SKIMMER AS MANUFACTURED BY J. W. FAIRCLOTH AND SON INC. OR APPROVED EQUAL. 2.IMPORTED CLAY TO HAVE A FINAL HYDRAULIC CONDUCTIVITY LESS THAN 1X10^(-7) CM/SEC. 3.FOR SIZING, SEE SHEET C7.09 10' OR 1.4 X WATER DEPTH (WHICHEVER IS GREATER) END VIEW TOP VIEW SCHEDULE 40 PVC PIPE PVC VENT PIPE SCHEDULE 40 PVC PIPE (BARREL OR ARM) FLEXIBLE HOSE SITH SS CLAMPS WATER ENTRY UNIT WITH TRASH SCREEN PVC VENT PIPE SCHEDULE 40 PVC PIPE FLEXIBLE HOSE SITH SS CLAMPS SCHEDULE 40 PVC PIPE (BARREL OR ARM) SKIMMER BASIN MAINTENANCE NOTES: 1.INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE HEIGHT OF THE FIRST BAFFLE. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. 2.REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE-ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. 3.IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING ON THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVE THE DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO REMOVE THE DEBRIS. 4.IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. 5.CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE SKIMMER AND POOL AREAS. 6.FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE. SCHEDULE 40 PVC PIPE FLEXIBLE HOSE SITH SS CLAMPS SCHEDULE 40 PVC PIPE (BARREL OR ARM) ORIFICE OPENING INSIDE THE HORIZONTAL TUBE WITH A CONSTANT HYDRAULIC HEAD WATER ENTRY UNIT WITH TRASH SCREEN PVC END CAP PVC ELBOW BASIN BOTTOM WATER SURFACE LANDING DEVICE SEDIMENT STORAGE ELEVATION Scale:C4081 EROSION CONTROLPOND SKIMMER NTS RIP-RAP DISSIPATOR SEE SHEET CX.X CONCRETE FLARED END SECTION A A CONCRETE FLARED END SECTION #78 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER SECTION VIEW "A-A" 8" MIN 8" MIN 8" MIN8" MIN DIM "A" 8" MIN BEDDING TO SPRINGLINE OF PIPE BEDDING TO SPRINGLINE OF PIPE CONCRETE LEDGER DIM "A" 8" MIN CONCRETE FLARED END SECTION #78 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER FINISHED GRADE PLAN VIEW LONGITUDINAL SECTION VIEW 8" 8" #78 WASHED STONE BEDDING OR AS APPROVED BY GEOTECHNICAL ENGINEER RGRCP RGRCP RGRCP NO M I N A L DI A M E T E R (D 0) W0 = 3 x D 0 1 X La 12" (MIN) 1 X EXISTING OR FINISHED GRADESLOPE VARIES DEPTH B B NO M I N A L DI A M E T E R (D 0) PLAN VIEW SECTION VIEW "B-B" RIPRAP (SEE PLAN FOR SIZE AND DEPTH) GEOTEXTILE FABRIC (TO COMPLY WITH NCDOT STANDARD SPECIFICATION SECTION 1056) RIPRAP (SEE PLAN FOR SIZE AND DEPTH) La 18" MIN W 12" MIN ALL DIMENSIONS IN INCHES DIM A = 8" MINIMUM 18" MINIMUM PIPE DIAMETER NOMINAL PIPE SIZE DIM A* (13 D) DIM B (PIPE ID) DIM C (DIM A + 12") 18 8 18 20 24 8 24 20 30 10 30 22 36 12 36 24 42 14 42 26 48 16 48 28 Scale:C8007 DRAINAGE MISCOUTLET DETAIL (FLARED END SECTION) & RIPRAP VELOCITY DISSIPATOR (ADAPTED FROM HEC-14 & NYSDOT) NTS EXTEND RIP-RAP UP AND AROUND FLARED END SECTION (1' MIN COVER) 12" MIN EXTEND RIP-RAP UP AND AROUND FLARED END SECTION (1' MIN COVER) VELOCITY DISSIPATOR DESIGN SUMMARY Design Storm 10-YR Rainfall Intensity (in/hr)9.80 OUTLET PIPE (Do)Q10 SLOPE VELOCITY ZONE TYPE LENGTH (La)WIDTH (W1) WIDTH (W2) STONE CLASS MIN. DEPTH (IN)(CFS)(%)(FPS)(Figure 8.06c)(Figure 8.06d)(FT)(FT)(FT)(IN) FES-2 24 10.38 0.53 5.51 1 CHANNEL 8 6 5.2 A 9 FES-3 24 7.45 0.49 4.89 1 CHANNEL 8 6 5.2 A 9 FES-5 24 12.20 0.25 11.97 1 CHANNEL 8 6 5.2 A 9 PPES-1 24 16.66 0.60 4.86 2 CHANNEL 12 6 6.8 B 12 CHANNEL DESIGN INFORMATION CHANNEL I.D. DRAINAGE AREA (AC) WEIGHTED 'C' COEFFICIENT CHANNEL FLOW (CFS) CHANNEL SLOPE (%) CHANNEL FLOW DEPTH (FT) CHANNEL MINIMUM DEPTH (FT) CHANNEL BOTTOM WIDTH (FT) CHANNEL SIDE SLOPES CHANNEL VELOCITY (FPS) ALLOWABLE VELOCITY (FPS) CHANNEL SHEAR STRESS (PSF) ALLOWABLE SHEAR STRESS (PSF) DITCH LINING SWALE 1 1.01 0.57 6.35 1.00 0.73 1.23 1.00 3 :1 2.74 5.00 0.45 2.00 GRASS SWALE 2 0.83 0.60 5.51 1.50 0.62 1.12 1.00 3 :1 3.08 5.00 0.58 2.00 GRASS SWALE 3 1.52 0.50 8.44 0.50 1.11 1.61 0.00 3 :1 2.28 5.00 0.34 2.00 GRASS CHANNEL DESIGN INFORMATION CHANNEL I.D. DRAINAGE AREA (AC) WEIGHTED 'C' COEFFICIENT CHANNEL FLOW (CFS) CHANNEL SLOPE (%) CHANNEL FLOW DEPTH (FT) CHANNEL MINIMUM DEPTH (FT) CHANNEL BOTTOM WIDTH (FT) CHANNEL SIDE SLOPES CHANNEL VELOCITY (FPS) ALLOWABLE VELOCITY (FPS) CHANNEL SHEAR STRESS (PSF) ALLOWABLE SHEAR STRESS (PSF) DITCH LINING TD-1 0.67 0.50 3.72 0.50 1.02 1.52 0.00 3 :1 1.18 5.00 0.31 1.55 NAG S75 OR EQUAL TD-2 1.01 0.50 5.61 1.00 0.90 1.50 1.00 3 :1 1.69 5.00 0.55 1.55 NAG S75 OR EQUAL TD-3 0.83 0.50 4.61 1.50 0.75 1.50 1.00 3 :1 1.87 5.00 0.70 1.55 NAG S75 OR EQUAL TD-4 0.66 0.50 3.66 0.53 1.01 1.51 0.00 3 :1 1.20 5.00 0.33 1.55 NAG S75 OR EQUAL J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . X X E R O S I O N C O N T R O L N O T E S A N D D E T A I L S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 5 5 : 3 3 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP EROSION CONTROL NOTES AND DETAILS C7.08 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 INITIAL PLAN DATE: 11/09/2025 REVISIONS: WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S CLASS B STONE PAD (4'x4'x1' MIN) 4' 1' SKIMMER 6' M I N 1' ANTIFLOTATION BLOCK RISER STRUCTURE TRASH RACK 1' MIN FREEBOARD 1' MIN 2.5:1 S L O P E M A X 2.5: 1 S L O P E M A X TOP OF EMBANKMENT EMERGENCY SPILLWAY BARREL PIPE STABILIZED OUTLETCUT-OFF TRENCH 2' DEEP 1.1 ANTI-SEEP COLLAR SECTIONAL VIEW EMERGENCY SPILLWAY STONE ENERGY DISSIPATOR EMBANKMENT WOOD STAKE OR METAL POST ROPE STONE PAD (BELOW SKIMMER) 4' COIR FIBER BAFFLES RISER STRUCTURE SKIMMER (SIZE VARIES) STEEL POSTS (QUANTITY VARIES) 4' M A X PLASTIC SLOPE DRAIN PIPE OR GEOTEXTILE LINING TEMPORARY OR PERMANENT DITCH PLAN VIEW NOTES: 1.SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. 2.INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65 OF THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 3.INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN. 4.THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING. INLET ZONE: 25% OF SURFACE AREA FIRST CHAMBER: 25% OF SURFACE AREA SECOND CHAMBER: 25% OF SURFACE AREA OUTLET ZONE: 25% OF SURFACE AREA Scale:C4076 EROSION CONTROLTEMPORARY SKIMMER BASIN WITH RISER NTS 4" SCHEDULE 40 PVC FOR SKIMMERS =< 4" 6" SCHEDULE 40 PVC FOR SKIMMERS >4" TEMPORARY SKIMMER BASIN AND ORIFICE DESIGN SUMMARY BASIN TYPE DRAINAGE AREA DISTURBED AREA C VALUE PEAK FLOW DEPTH LENGTH WIDTH WEIR LENGTH VOLUME REQUIRED VOLUME PROVIDED SURFACE AREA REQUIRED SURFACE AREA PROVIDED SKIMMER SIZE ORIFICE SIZE Dewatering Time (AC)(AC)(CFS)(FT)(FT)(FT)(FT)(CF)(CF)(SF)(SF)(IN)(IN)(DAYS) SSB #1 SKIMMER 1.87 1.50 0.44 9.15 4.0 SEE EC PLANS 9 2,700 7,201 2,973 3,548 1.5 0.5 3.00 RSB #1 RISER 20.74 6.80 0.50 115.11 5.0 SEE EC PLANS 45 12,240 11,574,016 50,072 1,010,728 2.0 2 3.24 CLASS B STONE PAD (4'x4'x1' MIN) 4' 1' SKIMMER 6' M I N 1' REDUCER 1' MIN FREEBOARD 1' MIN 2.5:1 S L O P E M A X 2.5: 1 S L O P E M A X TOP OF EMBANKMENT EMERGENCY SPILLWAY BARREL PIPE STABILIZED OUTLETCUT-OFF TRENCH 2' DEEP 1.1 ANTI-SEEP COLLAR SECTIONAL VIEW EMERGENCY SPILLWAY STONE ENERGY DISSIPATOR EMBANKMENT WOOD STAKE OR METAL POST ROPE STONE PAD (BELOW SKIMMER) 4' COIR FIBER BAFFLES SKIMMER (SIZE VARIES) STEEL POSTS (QUANTITY VARIES) 4' M A X PLASTIC SLOPE DRAIN PIPE OR GEOTEXTILE LINING TEMPORARY OR PERMANENT DITCH PLAN VIEW NOTES: 1.SEED AND PLACE MATTING FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. 2.INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65 OF THE NCDEQ EROSION AND SEDIMENT CONTROL PLANNING AND DESIGN MANUAL. 3.INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN. 4.THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING. INLET ZONE: 25% OF SURFACE AREA FIRST CHAMBER: 25% OF SURFACE AREA SECOND CHAMBER: 25% OF SURFACE AREA OUTLET ZONE: 25% OF SURFACE AREA Scale:C4080 EROSION CONTROLTEMPORARY SKIMMER BASIN NTS 4" SCHEDULE 40 PVC FOR SKIMMERS =< 4" 6" SCHEDULE 40 PVC FOR SKIMMERS >4" J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 6 . X X E R O S I O N C O N T R O L N O T E S A N D D E T A I L S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 4 7 : 4 1 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP EROSION CONTROL DETAILS & NCG01 C7.09 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 INITIAL PLAN DATE: 11/09/2025 REVISIONS: WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S G G G G G G G G G G G G E E E E E E E E EEEEEE E E SD O O O O O O O O O O O O O O O O O O O O O O O O XX XXXX XX XX XX XXXXXXXX X X XX XX S S S SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E TS SS SS SS SS SS SS TF O TF O TFO TF O TF O TFOTFO TF O T F O T T X X XX OHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHEOHE W W W W W W ZO N I N G : R - 1 5 S01°20'31"W 699.99' S8 8 ° 4 1 ' 0 6 " E 14 8 . 1 7 ' > > >>> >>>>>>>>>>>>>>>>>>>>>>>>>>>>>>>> X X X X X X XXXXXXXXXXXXXXXXXXXXXXXXXXXXXXXX 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 X X X X X X X X X X X X X X 0+0 0 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+0 0 FES-6 INV.: 33.55' 36" RCP 36" RCP NC 132 COLLEGE ROAD 33 34 35 36 INV.=35.91' INV.=35.77' BRICK RETAINING WALLFOREBAY BOTTOM ELEV: 33.00 MAIN POOL BOTTOM ELEV: 31.00 TOP OF DAM ELEV: 42.50 EXISTING TOP OF DAM ELEV: 41.50 MAIN POOL BOTTOM ELEV: 31.00 AUXILIARY SPILLWAY 5:1 SIDE SLOPES BOTTOM WIDTH 70-FT BOTTOM ELEVATION 40.50 SEE DETAIL SHEET C8.02 LINE WITH NAG C350 REINFORCED VEGETATION FOREBAY FILTER DRAIN SEE SHEET C8.01 FOR DETAILS FES-1 INV.: 36.82' RIP-RAP ARMORING TO PROTECT FOREBAY BERM TOP OF WALL ELEV: 42.50 BOTTOM OF WALL ELEV: 37.00 SECTION OF WALL ALONG EXISTING ROADWAY TO BE CAST IN PLACE TO MINIMIZE DISRUPTION TO EXISTING PAVEMENT AND TRAFFIC. WALL DESIGNS BY OTHERS. RIP-RAP DISSIPATOR PAD SEE PROFILE FOR DIMENSIONS PAD TO BE PLACED FLUSH WITH EXISTING GRADE AND REPLACE EXISTING RIP-RAP PAD. *NOTE PRESENCE OF BURIED GAS LINE BELOW RIP-RAP. SCM ACCESS AND MAINTENANCE EASEMENT SCM ACCESS AND MAINTENANCE EASEMENT INV.=35.91' INV.=35.93' 76.77 LF 48" RCP @ -0.21% 76.56 LF 48" RCP @ 0.00% AUXILIARY SPILLWAY 5:1 SIDE SLOPES BOTTOM WIDTH 50-FT BOTTOM ELEVATION 40.80 SEE DETAIL SHEET C8.02 LINE WITH NAG SHOREMAX WITH P300 REINFORCED VEGETATION EXISTING DI-01 RIM: 42.37' (EXIST.) INV. IN: 34.71' (DI-01) (EXIST.) INV. IN: 33.71' (NW) (EXIST.) INV. IN: 33.74' (S) (EXIST.) INV. OUT: 33.71' (FES-6) (EXIST.) (W) (PROP.) 5 2 . 6 4 L F 4 8 " R C P @ 0 . 3 0 % 33343536 31 32 33 34 35 36 41 41 41 42 43 32 3334353637 38 39 40 404141 33 34 35 36 37 38394041 42 57 . 7 0 L F 2 4 " R C P @ 0 . 5 5 % FES-2 INV.: 36.50' 4" DIP TURN DOWN PIPE INVERT 35.83 NOTE: THE EXISTING RISER IS TO BE MODIFIED. SEE "ADDITIONAL NOTES" TO THE LEFT. GROUT 48" (TYPICAL)6"(MIN) (TYPICAL) GROUT GROUT GROUT 24" OUTLET INVERT 36.37 MANHOLE STEP OPEN 4" DIP @ NORMAL POOL ELEV. 36.50 OPEN 19.2" 48" NORTHWEST SOUTHWEST NORTHEAST SOUTHEAST WEIR INVERT 37.75 Scale:C8305 RISER STRUCTURES RISER INSIDE WALLS - 4X4, 24", RIGHT NTS 12" (MIN) 35.76" OPEN 19.2" 48" OPEN 19.2" 48" 48" MODIFIED SCM-1 RISER STRUCTURE PROFILE VIEW RISER CREST 39.35 NOTE: REAR OF RISER NOT TO BE MODIFIED TO PROTECT CULVERT ATTACHMENT. 24" RUBBER GASKETED CLASS III RCP MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) 24" 48" 6" 6" 48"6"6" CONTRACTOR TO CUT THREE 48"W x 19.2"H WEIRS EXISTING BALLAST CONCRETE NOT SHOWN 12" Scale:C8304 RISER STRUCTURES RISER TOP VIEW - 4X4, 24", RIGHT NTS 4" DIP UPTURNED CLEANOUT, CAPPED (TYPICAL) 4" Ø OPEN ORIFICE DOWNTURN SCM-1 PHASE I 30 35 40 45 30 35 40 45 -0+50 0+00 0+50 1+00 1+50 2+00 2+50 3+00 3+50 4+00 4+50 5+00 5+50 6+00 6+50 7+00 7+50 8+00 8+50 FE S - 1 ST A : 0 + 2 2 . 7 0 IN V : 3 6 . 8 2 24" RCP 48" RCP EX . S C M - 1 O U T L E T ST A : 7 + 4 1 . 4 8 RI M : 3 9 . 3 5 IN V : 3 6 . 3 7 EX . S C M - 1 F E S ST A : 7 + 6 9 . 4 9 RI M : 3 8 . 3 1 IN V : 3 5 . 9 8 EX. 24" RCRCP 12" SEDIMENT STORAGE 12" SEDIMENT STORAGE FOREBAY MAIN POOL MAIN POOL 7: 1 6: 1 6:1 2:1 2: 1 7:1 48" RCP48" RCP EX. DUAL NORMAL POOL WSEL: 36.50 2-YR WSEL: 38.66 10-YR WSEL: 40.03 25-YR WSEL: 40.70 100-YR WSEL: 41.21 DESIGN WATER QUALITY WSEL: 37.75 REQ WATER QUALITY WSEL: 37.65 FOREBAY BERM WITH ARMORING SEE PLAN FOR LOCATION 12" SEDIMENT STORAGE RETAINING WALL BY OTHERS RETAINING WALL BY OTHERS 7-FT VEGETATED SHELF ELEV 37.0-36.0 (SEE SHEET L1.0) 7-FT VEGETATED SHELF ELEV 37.0-36.0 (SEE SHEET L1.0) EXISTING GRADE PROPOSED GRADE CONTINUATION OF EXISTING GRADEEND OF PROPOSED GRADE RIP-RAP DISSIPATOR PAD MINIMUM DIMENSIONS: LENGTH: 12-FT WIDTH: 6-FT DEPTH: 1.5-FT NCDOT ZONE 2, CLASS 'B' STONE D.MIN = 5, D.50=8, D.MAX = 12 RIP-RAP TO BE LAID FLUSH WITH SURROUNDING GROUND IN DRAINAGE CHANNEL TOP OF EXISTING DAM ELEV: 41.50 2-YR WSEL: 38.63 10-YR WSEL: 40.00 25-YR WSEL: 40.61 100-YR WSEL: 41.02 J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 8 . X X S C M P L A N A N D D E T A I L S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 3 : 4 2 : 1 4 P M - DV A I L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP N O R T H C A ROLI N A DAVID V A I L PR O F ESSIO N A L E NGIN E E R SEAL 058240 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB SCM-1 PLAN AND DETAILS C8.00 E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: WET POND STORMWATER CONTROL MEASURE (SCM) GENERAL NOTES: 1.PRIOR TO OR DURING CONSTRUCTION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCIES IN THE PLANS OR SPECIFICATIONS. 2.ALL CONSTRUCTION AND MINIMUM DESIGN CRITERIA SHALL BE IN ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL STANDARDS AND SPECIFICATIONS, HEREBY INCORPORATED BY REFERENCE. 3.UPON COMPLETION OF CONSTRUCTION, CERTIFICATION OF THE SCM BY THE GEOTECHNICAL ENGINEER WILL BE REQUIRED PRIOR TO FINAL SCM ACCEPTANCE. 4.THE GEOTECHNICAL ENGINEER SHALL EVALUATE SOILS FOR SUITABILITY OF DAM CONSTRUCTION AND SLOPE STABILITY. 5.PRIOR TO PLACEMENT OF EMBANKMENT FILL, THE GEOTECHNICAL ENGINEER SHALL SUPERVISE THE FOUNDATION PREPARATION AND APPROVE THE DEPTH AND EXTENT OF THE CUTOFF TRENCH, A MINIMUM OF 1 FOOT SHALL BE EXCAVATED. 6.THE DAM AND FOREBAY BERMS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE FOLLOWING SPECIFICATIONS UNLESS SUPERCEDED BY THE GEOTECHNICAL ENGINEER'S RECOMMENDATIONS. ·BORROW MATERIALS FOR USE AS EMBANKMENT FILL SHALL BE FREE OF ORGANICS, ROOTS AND OTHER WOODY VEGETATION OR ORGANIC DEBRIS. ·FILL MATERIALS SHALL CONSIST OF SOILS WHICH CLASSIFY AS SC, SM, CL, CL-CH AND ML IN ACCORDANCE WITH THE UNIFIED CLASSIFICATION SYSTEM OR AS APPROVED BY THE GEOTECHNICAL ENGINEER. ·FILL MATERIALS SHALL HAVE A MAXIMUM PARTICLE SIZE OF 3 INCHES IN MEAN DIAMETER. ·FILL SHALL BE PLACED IN 8 INCH (MAXIMUM) LOOSE LIFTS FOR MATERIAL COMPACTED BY HEAVY COMPACTION EQUIPMENT AND IN 4 INCH (MAXIMUM) LOOSE LIFTS FOR MATERIAL COMPACTED BY HAND OPERATED TAMPERS UNDER THE SUPERVISION OF THE GEOTECHNICAL ENGINEER OR THEIR REPRESENTATIVE. FILL SHALL BE BROUGHT UP BY BENCHING INTO THE EXISTING SLOPE. A MAXIMUM HEIGHT OF 2 FEET SHALL BE USED FOR EACH BENCH LIFT TAKING CARE TO REMOVE ROOT STRUCTURES AS THE FILL PROCEEDS. THE SURFACE OF EACH LIFT SHALL BE SCARIFIED PRIOR TO PLACEMENT OF THE NEXT LIFT IN ORDER TO EFFECTIVELY TIE THE FILL LIFTS TOGETHER. ·ALL COMPACTION SHALL BE TESTED BY THE NUCLEAR METHOD (ASTM D-6938) OR SAND CONE METHOD (ASTM D-1556) AT A RATE OF AT LEAST ONE TEST PER 5,000 SF PER ONE FOOT OF COMPACTED FILL THICKNESS IN GENERAL AREA FILLS AND ONE TEST PER 50 LINEAL FEET PER LIFT ALONG THE BARREL. ·THE MINIMUM COMPACTION SHALL BE A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698) AT MOISTURE CONTENTS VARYING FROM 2 PERCENT BELOW TO 3 PERCENT ABOVE OPTIMUM MOISTURE CONTENT DETERMINED BY STANDARD PROCTOR TEST. 7.SUBGRADE FOR THE RISER STRUCTURE AND OUTLET PIPE SHALL BE APPROVED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT.IF THE GEOTECHNICAL ENGINEER REQUIRES ADDITIONAL SUBGRADE PREPARATION, THE ADDITIONAL COST SHALL BE APPROVED BY THE ENGINEER PRIOR TO PLACEMENT. 8.EMBANKMENT AND SIDE SLOPES OF THE BASIN SHALL BE STABILIZED PER SEEDING SCHEDULE ON EROSION CONTROL DETAILS SHEET OR SODDED. SEE LANDSCAPE PLAN ON SHEETS L3.01 FOR FURTHER PLANTING DETAILS. 9. IF, DURING CONSTRUCTION, THE SCM IS TO BE USED AS AN EROSION CONTROL MEASURE, THE FOREBAY BERM(S) SHALL NOT BE INSTALLED DURING THE INITIAL CONSTRUCTION OR WHILE THE SCM IS USED AS AN EROSION CONTROL MEASURE. 10. UNLESS OTHERWISE NOTED, ALL PERMANENT STRUCTURES (e.g. RISER/BARREL, WEIR WALLS, ETC.) ARE TO BE INSTALLED WITH THE INITIAL DAM CONSTRUCTION. 11. FOR SITE BUILT FEATURES (e.g. WEIR WALLS, DROP STRUCTURES, BRIDGES, ETC.), THE CONTRACTOR SHALL PROVIDE STRUCTURAL DRAWINGS TO BE SIGNED AND SEALED BY A NC PROFESSIONAL ENGINEER AND TO THE DESIGN ENGINEER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 12. PRIOR TO FINAL GRADING OF THE SCM, THE CONTRACTOR SHALL PROVIDE SUFFICIENT AS-BUILT SURVEY INFORMATION TO CONFIRM THAT THE FINISHED SCM WILL MEET THE SPECIFIC DIMENSIONAL REQUIREMENTS APPLICABLE TO THE SCM. THOSE REQUIREMENTS INCLUDE: ·POND BOTTOM ELEVATION =31.00 FT ·DRAWDOWN OVERFLOW ELEVATION (NORMAL POOL) = 36.50 FT ·MINIMUM SURFACE AREA AT NORMAL POOL ELEVATION = 29,048 SF ·WEIR CREST ELEVATION= 37.75 FT ·RISER CREST ELEVATION= 39.35 FT ·LOW POINT TOP OF EMBANKMENT (AUXILIARY SPILLWAY) = 40.80 FT FOR NORTHERN POND, 40.50 FT FOR SOUTHERN POND ·AVERAGE TOP OF EMBANKMENT =42.50 FT FOR NORTHERN POND, 41.50 FT FOR SOUTHERN POND 15. ELEVATIONS SHALL BE WITHIN 0.1 FEET OF THE ABOVE ELEVATIONS FOR EARTHWORK, AND 0.05 FEET FOR OUTLET STRUCTURE. ALL SURFACE AREAS ARE THE MINIMUM AREAS. REQUEST FOR A REDUCTIONS IN THE MINIMUM VALUES WILL BE CONSIDERED ON A CASE BY CASE BASIS. 16. ONCE THE PROJECT SITE HAS BEEN STABILIZED, CONTRACTOR SHALL OBTAIN APPROVAL BY EROSION CONTROL INSPECTOR IN ORDER TO REMOVE TEMPORARY EROSION CONTROL DEVICES. ·ONCE ALL SEDIMENT AND EROSION CONTROL DEVICES HAVE BEEN REMOVED, THE SCM SHALL BE CONVERTED TO A PERMANENT SCM. ·ALL SEDIMENT SHALL BE REMOVED AND DISPOSED OF PROPERLY. ·FOREBAY AND VEGETATED SHELF SHALL BE CONSTRUCTED AS SHOWN ON THE PLAN. ·VEGETATED SHELF SHALL BE PLANTED PER PLANT SCHEDULE ON LANDSCAPE PLAN (SEE SHEET L3.01). 17. FINAL CERTIFICATION OF THE SCM BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE IN WHICH THE PROJECT IS LOCATED IS REQUIRED. CLAY LINER SPECIFICATIONS: THE CONTRACTOR SHALL INSTALL A CLAY LINER TO MAINTAIN A PERMANENT POOL AT THE DESIGN ELEVATION. AT A MINIMUM, THE CLAY LINER MATERIAL FOR THE WET POND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·UNIFIED SOIL CLASSIFICATION SYSTEM DESIGNATION OF CL, CH, ML, OR SC ·MINIMUM OF 40% PASSING #200 SIEVE ·MINIMUM PLASTICITY INDEX OF 12 ·MAXIMUM PERMEABILITY OF 1 X 10-5 cm/sec ·A MINIMUM OF 2 TESTS OF EACH ABOVE PARAMETER SHALL BE PROVIDED FROM AN APPROVED LABORATORY ON THE LINER MATERIAL AND PRESENTED TO THE ENGINEER FOR APPROVAL PRIOR TO PLACEMENT OF THE MATERIAL. ·COMPACTION TO A MINIMUM OF 95% OF THE MAXIMUM STANDARD PROCTOR DENSITY (ASTM D-698), AND WITHIN 3% OF THE OPTIMUM MOISTURE CONTENT (MINIMUM OF 1 COMPACTION DENSITY TEST PER 2500 SQUARE FEET). ·AN IN-PLACE MAXIMUM INFILTRATION RATE OF 0.01 INCHES PER HOUR. ·RECOMMENDATIONS OF THE SITE GEOTECHNICAL ENGINEER MAY SUPERCEDE THE ABOVE SPECIFICATIONS. THE CLAY LINER SHALL BE PLACED UNDER THE BOTTOM OF THE SCM PERMANENT POOL TO A MINIMUM THICKNESS OF 8 INCHES. A MINIMUM OF 4 INCHES OF TOPSOIL SHALL BE PLACED ABOVE THE CLAY LINER TO THE FINISHED GRADE AS SHOWN ON THE DRAWINGS AND/OR DETAILS. CARE SHALL BE TAKEN WHEN PLACING THE TOPSOIL SO AS NOT TO DAMAGE THE CLAY LINER. A CLAY/SOIL, NO ORGANICS, MIXTURE MAY BE USED IF THE ABOVE SPECIFICATIONS ARE SATISFIED AND WITH WRITTEN APPROVAL BY THE GEOTECHNICAL ENGINEER. THE REQUIREMENT FOR A CLAY LINER CAN BE WAIVED IF ONE OF THE FOLLOWING IS PROVIDED TO THE ENGINEER FOR REVIEW AND APPROVAL: 1.A SIGNED/SEALED GEOTECHNICAL REPORT INDICATING THAT THE INSITU SOILS MEET THE MINIMUM SPECIFICATIONS DESCRIBED ABOVE FOR THE CLAY LINER OR 2.AN INFILTRATION TEST IS CONDUCTED AT POND BOTTOM FINISHED GRADE ILLUSTRATING THAT INSITU SOILS MEET THE ABOVE PERMEABILITY REQUIREMENT. IF THE CLAY LINER IS NOT INSTALLED, THE OWNER SHALL RECEIVE A CREDIT FOR THE DELETION OF THE LINER. PRECAST CONCRETE MATERIALS NOTES: 1.ALL PRECAST CONCRETE STRUCTURES SHALL CONFORM TO ASTM C913 (RECTANGULAR) OR C478 (ROUND). 2.ALL REINFORCED CONCRETE PIPE SHALL CONFORM TO ASTM C76, CLASS III (UNLESS OTHERWISE NOTED), 2.1.O-RING JOINTS (RGRCP) SHALL CONFORM TO ASTM C443 & ASTM C361. 2.2.NON O-RING JOINTS (RCP) SHALL CONFORM TO ASTM C990 ADDITIONAL NOTES: 1.THE EXISTING 4X4-FT BOX RISER UTILIZED IN THE SOUTHERN PORTION OF THE EXISTING SCM-1 WILL BE RETROFITTED BY THE CONTRACTOR ON SITE. MODIFICATIONS INCLUDE: 1.1.REMOVING THE EXISTING NORMAL POOL DRAW DOWN DEVICE AND REPLACING WITH DESIGNED DEVICE. 1.2.CUTTING 3 BOX ORIFICES, GROUTING ANY PREVIOUS ORIFICE AREAS THAT REMAIN. THE ORIFICES WILL REMOVE THE SECTION OF WALL ON THE FACE AND TWO SIDES, LEAVING A 6"X6" CONCRETE POST IN THE FRONT CORNERS OF THE RISER TO SUPPORT TRASH RACK. THE BACK OF THE RISER WILL NOT BE CUT AND WILL REMAIN AT EXISTING CREST ELEVATION OF 39.35 TO PROTECT THE ATTACHMENT TO THE CULVERT. 1.3.UP-SIZING THE RIP-RAP FOR THE DISSIPATOR PAD AT THE OUTFALL. EXISTING RIP-RAP TO BE REMOVED AND REPLACED WITH LARGER RIP-RAP. CONTRACTOR TO PLACE RIPRAP FLUSH WITH EXISTING SLOPE. SEE PLAN AND PROFILE FOR DIMENSIONS AND LOCATION. 1.4.CONTRACTOR TO ENSURE A MANHOLE STEP IS PROVIDED IN RISER BELOW TRASH RACK OPENING. 1.5.ANY OTHER ITEMS NOTED IN THE PLANS. 2.THE AUXILIARY SPILLWAY ON THE SOUTHERN PORTION OF SCM-1 WILL NEED TO BE MODIFIED FROM THE EXISTING CONDITION TO MATCH PLAN DESIGN. THE SCM-1 PART 1 AND SCM-1 PART 2 AUXILIARY SPILLWAYS USE DIFFERENT REINFORCING MATERIAL. SEE PLAN FOR DETAILS. 3.FOLLOW ALL PLAN SPECIFICATIONS AS DESIGNED. 0 SCALE: 1 inch = 1 inch = 3015 30 ft. H 3 ft. V LEGEND SHALLOW LAND PLANTING AREA SHALLOW WATER PLANTING AREA A FOREBAY FILTER DRAIN TYPICAL DETAIL ·BOTTOM WIDTH MUST BE NO LESS THAN 5' ·USE NCDOT CLASS "B" RIP RAP TO FILL SPILLWAY ·SLOPES FROM SPILLWAY BOTTOM TO TOP OF BERM SHALL BE NO STEEPER THAN 2:1 6' MIN 2:1 S L O P E OR F L A T T E R 2:1 SL O P E OR FL A T T E R 1:1 S L O P E OR F L A T T E R 1:1 SL O P E OR FL A T T E R 5' MIN NORMAL POOL NORMAL POOL A SECTION VIEW "A-A" 6" 6" ELEVATION Scale:C8003 DRAINAGE MISCFOREBAY FILTER DRAIN NTS 24" RUBBER GASKETED CLASS III RCP EX. RISER CREST ELEVATION 39.35 NORMAL POOL ELEVATION 36.50 12" TRASH RACK (TYPICAL) (SEE DETAIL C8001 ON SCM DETAILS SHEET) MANHOLE STEPS @16" O.C. VERT. (SEE NCDOT 840.66) OPEN END 4" DIP INVERT OUT = 36.37 48"W x 19.2"H WEIR CREST ELEVATION 37.75 NOTE: RISER AND BALLAST CONCRETE HAVE BEEN SIZED BASED ON BUOYANCY CALCULATIONS. ADJUSTMENTS TO CONCRETE DIMENSIONS ARE NOT PERMITTED WITHOUT PRIOR WRITTEN APPROVAL. ANY DIMENSIONAL CHANGES TO BALLAST CONCRETE BASE AND RISER MUST BE REQUESTED IN WRITING AND MUST BE ACCOMPANIED BY BUOYANCY CALCULATIONS SIGNED AND SEALED BY A NORTH CAROLINA REGISTERED PROFESSIONAL ENGINEER. THE MODIFICATION OF DESIGN OF THIS RISER STRUCTURE IS TO ALLOW FOR CONTINUED TEMPORARY USE OF THIS DEVICE UNTIL A TIME WHEN THE SCM IS EXPANDED AND A LARGER STRUCTURE IS UTILIZED. WR DOES NOT GUARANTEE THE PREVIOUSLY COMPLETED WORK ON THIS RISER STRUCTURE, THE PRESENCE OF A CONCRETE COLLAR AT THE PIPE, THE PRESENCE OF A CONCRETE PAD BELOW THE RISER OR ANTI-FLOTATION DEVICE. NON-SPECIFIED ITEMS ARE FOR ILLUSTRATIVE PURPOSES. BASED ON ANTI-FLOTATION CALCULATIONS, ADDITIONAL BALLAST CONCRETE IS NOT REQUIRED. 12" MIN Scale:C8303 RISER STRUCTURES RISER PROFILE - 4X4, 24", RIGHT NTS 4" DIP CLEANOUT, CAPPED OPEN 4" Ø ORIFICE TO ESTABLISH NORMAL POOL DRAWDOWN PIPE DOWNTURNED 8" (SECURED TO RISER WALL)6" MIN 36"± J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 8 . X X S C M P L A N A N D D E T A I L S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 4 9 : 1 1 P M - DV A I L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP N O R T H C A ROLI N A DAVID V A I L PR O F ESSIO N A L E NGIN E E R SEAL 058240 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB SCM-1 PLAN AND DETAILS C8.01 E N W S 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: 0 SCALE: 1 inch = 1 inch = 3015 30 ft. H 3 ft. V NOTES 1.TRASH RACK DETAIL BASED ON POMONA PIPE PRODUCTS "STANDARD ALUMINUM BAR & ANGLE PEAKED ROOF TRASH RACK WITH ONE QUADRANT HINGED FOR MANWAY ACCESS TO FIT 48"x48" I.D. CONCRETE RISER WITH 6" OR 8" THICK WALLS". 2.TRASH RACK TO BE POWDER-COATED BLACK. 3.REQUIRES SS HARDWARE TO ATTACH TO RISER. 2" 2"15" ± TYP. 24" 7" 48" I.D. SQUARESECTION VIEW IF WALL IS 8" 15" ± TYP. 2" 2" 64" 64" PLAN VIEW 4" 2" 6" 5" 6" 6" 9" SQUARE 8" 2" SECTION VIEW SECTION VIEW IF WALL IS 6" ACCOMMODATES A 48" X 48" I.D. FOR BOTH A 6" AND 8" WALL NOTE: 12" X 12" HORIZONTAL ALUMINUM BARS ARE NOT SHOWN FOR CLARITY 9" X 9" X 12" ALUMINUM TOP PLATE WITH SST 3" U BOLT LIFT LUG HINGE ONE QUADRANT FOR MANWAY ACCESS TO BE OVER STEPS 3" SST "U" BOLT LIFT LUG 2" X 2" X 14" ALUMINUM ANGLES @ EACH CORNER 12" X 12" ALUMINUM BARS SPACED HORIZONTALLY AS SHOWN 12" DIA. MTG HOLES (12 REQ'D) WITH 38" SST WEDGE ANCHORS 12" X 12" ALUMINUM BARS SPACED 15" O.C. ± @ BASE FRAME 14" ALUMINUM PLATE FRAME 64" X 64" X 6" WIDE Scale:C8001 DRAINAGE MISC4' TRASH RACK NTS RIP-RAP DISSIPATOR SEE SHEET CX.X CONCRETE FLARED END SECTION A A CONCRETE FLARED END SECTION #78 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER SECTION VIEW "A-A" 8" MIN 8" MIN 8" MIN8" MIN DIM "A" 8" MIN BEDDING TO SPRINGLINE OF PIPE BEDDING TO SPRINGLINE OF PIPE CONCRETE LEDGER DIM "A" 8" MIN CONCRETE FLARED END SECTION #78 WASHED STONE OR AS APPROVED BY GEOTECHNICAL ENGINEER FINISHED GRADE PLAN VIEW LONGITUDINAL SECTION VIEW 8" 8" #78 WASHED STONE BEDDING OR AS APPROVED BY GEOTECHNICAL ENGINEER RGRCP RGRCP RGRCP NO M I N A L DI A M E T E R (D 0) W0 = 3 x D 0 1 X La 12" (MIN) 1 X EXISTING OR FINISHED GRADESLOPE VARIES DEPTH B B NO M I N A L DI A M E T E R (D 0) PLAN VIEW SECTION VIEW "B-B" RIPRAP (SEE PLAN FOR SIZE AND DEPTH) GEOTEXTILE FABRIC (TO COMPLY WITH NCDOT STANDARD SPECIFICATION SECTION 1056) RIPRAP (SEE PLAN FOR SIZE AND DEPTH) La 18" MIN W 12" MIN ALL DIMENSIONS IN INCHES DIM A = 8" MINIMUM 18" MINIMUM PIPE DIAMETER NOMINAL PIPE SIZE DIM A* (13 D) DIM B (PIPE ID) DIM C (DIM A + 12")SCM # 18 8 18 20 24 8 24 20 30 10 30 22 36 12 36 24 42 14 42 26 48 16 48 28 Scale:C8007 DRAINAGE MISCOUTLET DETAIL (FLARED END SECTION) & RIPRAP VELOCITY DISSIPATOR (ADAPTED FROM HEC-14 & NYSDOT) NTS EXTEND RIP-RAP UP AND AROUND FLARED END SECTION (1' MIN COVER)12" MIN EXTEND RIP-RAP UP AND AROUND FLARED END SECTION (1' MIN COVER) 5 1 TOP OF DAMCONTROL SECTION WIDTH VARIES, SEE PLAN CONTROL SECTION ELEVATION VARIES, SEE PLAN NORTH AMERICAN GREEN PERMANENT LINER (OR APPROVED EQUAL) INSTALLED PER MANUFACTURER'S SPECIFICATIONS TO TOP OF DAM SEE NOTES ON C8.01 FOR SPECIFIC LINER TYPE ON EACH SPILLWAY. 5 1 Scale:C8009 DRAINAGE MISCAUXILIARY SPILLWAY CONTROL SECTION NTS 2:1 3:1 O R F L A T T E R 3:1 OR F L A T T E R 10' (MIN)TOP OF DAM 3:1 TI E T O E X I S T I N G 2:12:1 6:1 OR FLATTER 6:1 OR FLATTER FOREBAY BERM CLAY LINER POND BOTTOM FOREBAY NORMAL POOL VEGETATED SHELF FOREBAY FILTER DRAIN (SEE PLAN FOR LOCATION) 4" TOPSOILFOREBAY ENTRANCE TO BE GRADED DEEPER THAN FOREBAY EXIT 2:1 6' (MIN) VEGETATED SHELF 8" MI N . Scale:C8201 WET POND DETAILSWET POND GRADING NTS SCM-1 6X6 - W1.4 x W1.4 WWF CENTERED IN SLAB FINISHED GRADE PER PLANS COMPACTED SUBGRADE 1/2" TYP 4" WIDTH VARIES PER PLAN 4' 0" MIN NOTES: 1.SIDEWALK SHALL BE 3,000 PSI CONCRETE (AIR ENTRAINED) 2.PLACE CONTRACTION JOINTS (1" DEEP WITH 18" RADII) SPACED AT 5' O.C. 3.PLACE EXPANSION JOINTS (12") AT 20' O.C. MAXIMUM AND BETWEEN WALK AND STRUCTURES, CURBS, AND FACE OF BUILDING 4.COMPACTED SUBGRADE SHALL BE MINIMUM 95% PROCTOR DENSITY PER ASTM D698. Scale:C2030 MISC - GENERALSIDEWALK DETAIL NTS 8" STONE AGGREGATE BASE COURSE PREPARED SUBGRADE (SEE NOTE 1) NOTES: 1.SEE GEOTECHNICAL ENGINEER'S REPORT FOR GEOFABRIC LINER REQUIREMENTS, COMPACTION AND PLACEMENT SPECIFICATIONS 2 - 1.5" LIFTS OF ASPHALT SURFACE COURSE (S9.5B) GEOFABRIC LINER (SEE NOTE 1) C3024 STREETS AND PARKING AREASTYPICAL HEAVY-DUTY ASPHALT PAVEMENT SECTION Scale:NTS STOP SIGN DIMENSIONS PER MUTCD (SEE NOTE 5) ZINC-COATED CARRIAGE BOLT AND SHIM, PASS THROUGH POST AND SECURE WITH LOCKING WASH AND NUT GALVANIZED U-CHANNEL POST (3 LB/FT - NCDOT SPECIFICATION 1094.1(B)) 3.5"7' MIN. TO BOTTOM OF SIGN CONCRETE COLLAR AT BASE 18" MIN COVER 6" MIN 6" MIN NOTES: 1.CONCRETE MIX SHALL BE 50 LB (APPROX. 0.375 CU FT) SACK OF PRE-BLENDED MIXTURE OF CEMENT AND AGGREGATES DESIGNATED "HIGH STRENGTH" FOR GENERAL STRUCTURAL USE AND REQUIRING ONLY THE ADDITION OF WATER. 2.COMPACT DISTURBED AREAS ABOVE CONCRETE COLLAR IN MAXIMUM 6-INCH LIFTS. 3.U-CHANNEL POSTS THAT ARE MECHANICALLY DRIVEN A MINIMUM OF 24-INCHES INTO UNDISTURBED GROUND MAY OMIT THE CONCRETE COLLAR. 4.SIGN MATERIAL SHALL BE MINIMUM 0.125" ALUMINUM WITH RETROREFLECTIVE SHEETING THAT MEETS ASTM D4956 AND IS LISTED ON THE NCDOT APL. 5.SIGN SIZES SHALL BE IN ACCORDANCE WITH TABLE 2B-1 OF THE MUTCD SHOWN BELOW FOR REFERENCE. STOP R1-1 2B.04 30x30 36x36 24x24 48x48 SIGN SECTION EXPRESSWAYS MINIMUM OVERSIZED MUTCD CODE CONVENTIONAL ROADS TABLE 2B-1. REGULATORY SIGN SIZES Scale:C3040 STREETS AND PARKING AREASSTOP SIGN NTS 12" (TYP) R=1 1/2" (TYP) R=1 1/2"12" SIGN R7-8a 26 " 6" 12" 3/8" (TYP) 3/8" (TYP)9" SIGN R7-8D 60 " T O 8 4 " 1/2" WASH SE E N O T E 2 & 3 8"SQ CLASS 'A' 1/2" EXPANSION JOINT FINISHED GRADE 3" CONCRETE FOOTING36 " 3/8" (TYP) 3/8" (TYP) GALVANIZED STEEL RIB- BACKED CHANNEL POST VAN ACCESSIBLE MAXIMUMPENALTY$250 GS 20-37.6 PARKING RESERVED PENALTYMAXIMUM GS 20-37.6$250 ADA "VAN ACCESSIBLE" SIGN ELEVATION DISABLED/HANDICAP SIGNAGE "VAN ACCESSIBLE" SIGN (R7-8a) ACCESSIBLE PARKING SIGN (R7-8E) PARKING RESERVED PENALTY MAXIMUM GS 20-37.6$250 VAN ACCESSIBLE COLORS: LEGEND - GREEN BACKGROUND -WHITE SIGN R7-8E COLORS: LEGEND AND BORDERS - GREEN WHITE SYMBOL ON BLUE FIELD COLORS: LEGEND AND BORDER - GREEN BACKGROUND - WHITE 12" (TYP) R=1 1/2" 18 " 3/8" (TYP) 3/8" (TYP) SIGN R7-8 COLORS: LEGEND AND BORDERS - GREEN WHITE SYMBOL ON BLUE FIELD VAN ACCESSIBLE PARKING RESERVED 12" (TYP) R=1 1/2" 18 " 3/8" (TYP) 3/8" (TYP) SIGN R7-8 PARKING RESERVED 12" (TYP) R=1 1/2" 18 " 3/8" (TYP) 3/8" (TYP) SIGN R7-8 PARKING RESERVED R=1-1/2" (TYP) NOTES: 1.HEIGHT OF R-7 RESERVED PARKING SIGNS AS PRESCRIBED BY MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) 2.60" HEIGHT TO BOTTOM OF SIGN WHEN PEDESTRIAN PATH FROM CAR TO WALK DOES NOT PASS BY OR UNDER THE SIGN 3.84" HEIGHT TO BOTTOM OF SIGN WHEN PEDESTRIAN PATH FROM CAR TO WALK PASSES BY OR UNDER THE SIGN 4.R-7-8D SIGNS ARE TO ACCOMPANY ALL R7-8 PARKING SIGNS 5.THE SIGN MAY BE MOUNTED ON A POST, THE BUILDING FACE, A COLUMN OR OTHER FIXED MOUNTING SURFACE. Scale:C3033 STREETS AND PARKING AREASACCESSIBLE PARKING SIGNS NTS FE N C E H E I G H T S E E SI T E P L A N NOTES: 1.THE PURPOSED OF THIS DETAIL IS TO SHOW THE GENERAL CONFIGURATION OF A TYPICAL SEGMENTAL BLOCK WALL. ALL CONSTRUCTION DETAILS ARE TO BE INCLUDED WITH STRUCTURAL DESIGN. 2.THE CONTRACTOR MUST ENGAGE A QUALIFIED STRUCTURAL ENGINEER IN THE STATE OF THE PROJECT FOR STRUCTURAL WALL DESIGNS SEGMENTAL BLOCK WALL UNITS CAP UNIT (REFER TO STRUCTURAL PLANS) GRID REINFORCING (DSIGN BY OTHERS) FINISH GRADE HE I G H T V A R I E S , RE F E R T O GR A D I N G P L A N S FOOTING (REFER TO STRUCTURAL PLANS) WALL BACKFILL PER GEOTECHNICAL REPORT TO DAYLIGHT SAFETY RAIL POST (REFER TO STRUCTURAL PLANS) COMPACTED OR UNDISTURBED SUBGRADE Scale:SS4001 STRUCTURAL SCHEMATICS CONCEPTUAL DETAIL FOR SEGMENTAL BLOCK RETAINING WALL (DESIGNS BY OTHERS) NTS 6" 6" 6"1'-6" 2'-0" 1'- 0 " ASPHALT PAVING REVERSE PITCHR3" R3" 3.5" ABC 24" CONCRETE CURB & GUTTER N.T.S. COMPACTED SUBGRADE 3000 PSI CONCRETE J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 X D E T A I L S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 4 9 : 4 7 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 INITIAL PLAN DATE: 11/09/2025 REVISIONS: WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S SITE DETAILS C9.00 J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 X D E T A I L S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 4 9 : 5 3 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 INITIAL PLAN DATE: 11/09/2025 REVISIONS: WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S SITE DETAILS C9.01 CAPE FEAR UTILITY AUTHORITY STANDARD NOTES: 1.ALL INDIVIDUALS ENGAGED IN CFPUA PROJECTS MUST ADHERE TO THE CFPUA TECHNICAL STANDARDS, WHICH ENCOMPASS SPECIFICATIONS, STANDARD DETAILS, THE DESIGN GUIDE MANUAL, AND THE MATERIAL SPECIFICATION MANUAL. THESE DOCUMENTS PROVIDE ESSENTIAL REQUIREMENTS FOR MATERIALS, CONSTRUCTION METHODS, AND DESIGN PRINCIPLES. AN UNDERSTANDING OF THE ABOVE-MENTIONED RESOURCES IS REQUIRED TO AVOID NON-COMPLIANCE ISSUES. 2.ATTENTION: COMPLY WITH NOTES ON APPLICABLE DETAILS. J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 X D E T A I L S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 5 0 : 0 0 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 INITIAL PLAN DATE: 11/09/2025 REVISIONS: - - - WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S WATER DETAILS C9.02 6" MIN (TYP) 6" MIN (TYP) 1'-0" MIN 4" MIN 18" MIN BURY 1" MIN VARIES (SEE MANUFACTURER) FLOW Þ FLOW Þ BALL VALVE THREADED UNION GFCI BACKFLOW PREVENTION ASSEMBLY MINIMUM 2" ANNULAR AREAMINIMUM 6" OPENING 4" 3,000 PSI CONCRETE SLAB. DIMENSIONS PER BOX MANUFACTURER SPECIFICATIONS DRAIN PORT - PROVIDE POSITIVE DRAINAGE OUT OF ENCLOSURE FIBERGLASS ENCLOSURE WITH HEATER ANCHORED TO CONCRETE OR APPROVED FIBERGLASS MOUNTING PAD NOTES: 1.REDUCED PRESSURE PRINCIPLE BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1013 & AWWA C511. 2.DOUBLE CHECK VALVE BACKFLOW PREVENTION ASSEMBLY SHALL COMPLY WITH ASSE 1015 & AWWA C510. 3.BACKFLOW PREVENTION ASSEMBLY WITH ISOLATION VALVE SHALL BE INSTALLED WITHIN 5 FEET OF THE METER BOX. 4.BACKFLOW PREVENTION ASSEMBLY SHALL BE CENTERED ON CONCRETE OR APPROVED FIBERGLASS MOUNTING PAD AND CENTERED WITHIN ENCLOSURE. 5.MINIMUM INSULATED CLASS I OR CLASS II, ASSE 1060 WEATHER PROOF ENCLOSURE REQUIRED (HEATING OPTIONAL). 6.OPTIONAL 120V GFCI ELECTRICAL RECEPTACLE TO BE INSTALLED IN ACCORDANCE WITH THE N.C. ELECTRICAL CODE FOR OUTDOOR OPERATION. 7.PIPE MATERIAL SHALL BE PVC (SCH80 OR BETTER), COPPER (TYPE K), OR 'NO LEAD' BRASS (UNS C89833 PER ASTM B584). 8.INSTALLATION SHALL BE IN COMPLIANCE WITH ALL APPLICABLE LOCAL ORDINANCES AND SPECIFICATIONS IN ADDITION TO THE N.C. PLUMBING CODE. 9.PROPERTY OWNER SHALL BE RESPONSIBLE FOR MAINTENANCE AND OPERATION OF BACKFLOW ASSEMBLY AND COMPLIANCE WITH REPORTING AND TESTING REQUIREMENTS. 10.ALL BRASS COMPENENTS SHALL BE 'NO LEAD' BRASS MEETING UNS C89833 AS PER ASTM B584. 11.BACKFLOW ASSEMBLY SHALL BE INSTALLED IN THE HORIZONTAL POSITION. Scale:C6061 WATER DISTRIBUTIONBACKFLOW PREVENTION ASSEMBLY NTS J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 X D E T A I L S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 5 0 : 0 7 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 INITIAL PLAN DATE: 11/09/2025 REVISIONS: - - - WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S WATER & SEWER DETAILS C9.03 J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 X D E T A I L S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 5 0 : 1 1 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 INITIAL PLAN DATE: 11/09/2025 REVISIONS: WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S WATER & SEWER DETAILS C9.04 DROP INLET RIM = TOP OF GRATE JUNCTION BOX RIM = TOP OF GRATE CATCH BASIN RIM = TOP BACK OF CURB YARD INLET RIM = TOP OF GRATE NOTES: 1.THIS DETAIL IS PROVIDED TO CLARIFY RIM ELEVATIONS ONLY. 2.REFER TO OTHER DETAILS AS APPROPRIATE FOR DETAILED REQUIREMENTS. 3.FOR RETROFIT PROJECTS, A RIM ELEVATION OF THE CATCH BASIN GRATE MAY BE REQUIRED. SLAB TOP YARD INLET RIM = TOP OF WEIR Scale:C8013 STORM DRAINAGE COLLECTION SYSTEMSSTRUCTURE RIM ELEVATIONS NTS J: \ 2 5 \ 0 6 8 6 - A - C a p e F e a r A c a d e m y - N H C - S c h o o l E x p a n s i o n \ C A D \ D r a w i n g S e t s \ C o n s t r u c t i o n \ C 9 . 0 X D E T A I L S . d w g - Th u r s d a y , F e b r u a r y 2 6 , 2 0 2 6 2 : 5 0 : 1 6 P M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 INITIAL PLAN DATE: 11/09/2025 REVISIONS: - - - WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N PH A S E 1 CO N S T R U C T I O N P L A N S STORM DRAINAGE DETAILS C9.05 G G G G G G G G G G G G G E E E E E E E E EEE E E E E E E O OOO O O O O O O O O O O O O O O O O O O O O OOOO OOOOOO OOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOOO XX XX XX XX O O O O SD SD SD SD SD SD SD SD SD SD SD SD SD SD S S S S S SS SS SS SS S S SS S S S S SS SS SS SS SS SS SS E OHE OHE OHE SS SS SS SS SS SS SS SS SURVEY LIMITS OUTLETSTRUCTURERIM=39.35'INV 24"RCP=36.37' TS BUSHES BUSHES SDSD SS SS SS SD SD SD SD 24 " R C P INV FES=35.98' SD SD SD SD TFO TFO TF O TF O TF OTV TV TH EE T T 4" PVCPIPE O O O O O O O O OOO O O O O OOOOOOO O O O O O O O O O O O OOO O O O SDSD SD SD SD S D SD SD S D SDSDSD SD SD SD S D S OOOOOOO O O O O O O O O O O O OOO O O O SD SD SD SD SD SD SD SD SD OOOOOOOOOOOOOOO O O OOOOOOO O O O O O O O O O O O O O O O O O O OOOOOOOOOOOOO O O O O O O O OOOOOO O O O O O O O O OO O O O O O O O O O OOOOOOO SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD S D S D SD SD O O O O OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO SD SD SD SD SD SD SD SD SD SD SD SDSD SD SD SD SD SD SD SD O O O O O O O O O O O O O O OOOO OOOO O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O O OOOO O O O O O O O O OOOOO O O O O O O O O O O O O O S SS SS SS SS S S S S S O O O O O O O O O O O O O O OOOO OOOOOOOOOOO O O O O O O O O O O O OOOOOOOOOO XX XX XX XX XX O OHE OHE SURVEY L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SU R V E Y L I M I T S SURVEY LIMITS SU R V E Y L I M I T S SU R V E Y L I M I T S SUR V E Y L I M I T S SD SD SD SD S D OHE OH E OH E OH E OH E OH E OH E OH E OH E E E DR O P O F F AR E A DRO P O F F ARE A DRO P O F F ARE A OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E OH E W W W W W W W W W W W W W W W W W W W W W W W W W W W W W WWWWWWWWWWWWWWWWW W WW BF O O OO ON L Y SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD SD X X ALUM. 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0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.4 0.6 0.7 0.8 1.0 1.3 1.6 1.6 1.2 1.1 1.5 1.7 1.8 1.7 1.5 1.3 1.0 0.8 0.7 0.6 0.4 0.3 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.2 0.3 0.5 0.7 0.8 0.8 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 0.9 1.0 1.0 0.9 0.9 0.8 0.8 0.8 0.9 1.0 1.2 1.4 1.6 1.6 1.6 1.6 1.6 1.7 0.7 0.2 0.2 0.1 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 1.0 1.2 1.2 1.1 1.1 1.3 1.3 1.3 1.3 1.2 1.1 0.9 0.8 0.7 0.5 0.4 0.2 0.2 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.1 0.1 0.2 0.3 0.4 0.5 0.7 0.8 1.0 1.1 1.3 1.3 1.3 1.3 1.3 1.2 1.1 1.1 1.1 1.1 1.1 1.1 1.1 1.2 1.2 1.2 1.3 1.5 1.7 1.9 2.1 2.0 1.7 1.6 1.5 0.7 0.4 0.2 0.2 0.1 0.1 0.1 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 ROADWAY PHOTOMETRICS AVERAGE FOOT-CANDLES 1.14 MAXIMUM FOOT-CANDLES 2.1 MINIMUM FOOT-CANDLES 0.4 MINIMUM TO MAXIMUM FC RATIO 0.17 MAXIMUM TO MINIMUM FC RATIO 5.78 AVERAGE TO MINIMUM FC RATIO 3.10 LUMINAIRE SCHEDULE CALLOUT SYMBOL LAMP DESCRIPTION BALLAST MOUNTING MODEL VOLTS QUANTITY SHBX (48) 150W GALLEON AREA AND ROADWAY LUMINAIRE(3) 70 CRI, 4000K, 1050mA LIGHTSQUARES WITH 16 LEDS EACH AND TYPE IV WIDE OPTICS ELECTRONIC 30' POLE EATON - STREETWORKS (FORMER COOPER LIGHTING), GAN-AF-03-LED-U-T4W 120V 1P 2W 4 j:\ 2 5 \ 0 6 8 6 - a - c a p e f e a r a c a d e m y - n h c - s c h o o l e x p a n s i o n \ C A D \ d r a w i n g s e t s \ c o n s t r u c t i o n \ S L 1 . 0 0 L I G H T I N G P L A N . d w g - Fr i d a y , F e b r u a r y 2 7 , 2 0 2 6 7 : 0 6 : 4 0 A M - CT O R R E L L ou r p e o p l e • y o u r s u c c e s s ES T . 1 9 8 3 21 9 S t a t i o n R o a d | S u i t e 1 0 1 | W i l m i n g t o n , N C 2 8 4 0 5 Li c e n s e # : F - 1 4 7 9 | t : 9 1 0 . 2 5 6 . 9 2 7 7 | w w w . w i t h e r s r a v e n e l . c o m Wi t h e r s R a v e n e l Know what's below. Call before you dig. N O R T H CAROLI N A J O SEPH S. B O Y D PR O F ESSIO N A L E NGINE E R SEAL 39113 EDCBA 1 2 3 4 EDCBA 5 PRELIMINARY NOT APPROVED FOR CONSTRUCTION KEY MAP 39 0 0 S . C O L L E G E R O A D | WI L M I N G T O N , N C 2 8 4 1 2 | NE W HA N O V E R C O U N T Y CA P E F E A R A C A D E M Y 39 0 0 S . C O L L E G E R O A D WI L M I N G T O N , N C 2 8 4 1 2 WR JOB NUMBER 25-0686 DGN: CTDRN: CT CKD: JB CA P E F E A R A C A D E M Y SC H O O L E X P A N S I O N CO N S T R U C T I O N P L A N S INITIAL PLAN DATE: 11/09/2025 REVISIONS: LIGHTING PLAN SL1.00 E N W S 0 SCALE: 1 inch = 8040 80 ft. C5.01 C5.02 PROPOSED SHOEBOX LIGHTS (TYP) EXISTING LIGHT POLES (TYP) XXXX XXXX XXXXX X X XX X X XXX XX XX X XXXXXXXXXX X X X X XXXXX XX XX X X X X XX XX XXX X X X X X X X X XXX X X X XX XX XX X XX 1- 16" SWEET GUM 1- 18" HARDWOOD 1- 16" HARDWOOD 1- 14" SWEET GUM 1- 16" SWEET GUM X XXXX X 1- 20" LOBLOLLY PINE TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 12 / 4 / 2 0 2 5 5 : 1 0 : 3 1 P M L-100 72 0 1 - 2 5 0 3 8 8 39 0 0 C o l l e g e R d Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 1 2 Ca p e F e a r A c a d e m y P h a s e 1 - C a m e r o n H a l l A d d i t i o n 20 FEB 2026 SITE SUBMITTAL 1" = 50'-00" TREE REMOVAL PLAN WWW.LS3P.COM 600 SOUTH TRYON STREET, SUITE 2000 CHARLOTTE, NORTH CAROLINA 28202 TEL. 704.333.6686 FAX. 704.333.2926 ∆DATE DESCRIPTION A 2025.12.19 SCHEMATIC DESIGN TREE REMOVAL PLAN B 2026.01.27 DESIGN DEVELOPMENT C 2026.02.20 SITE PLAN SUBMITTAL X TREE DEMO KEY: TREE TO BE REMOVED Know what's below. before you dig.Call R NOTES 1. GRIND STUMPS AND DISTRIBUTE RESULTING MULCH EVENLY ON SITE. 2.DEMOLITION OF SITE UTILITIES/ SITE FEATURES ARE SHOWN ON CIVIL PLANS. TREE MITIGATION SUMMARY TOTAL SIGNIFICANT MITIGATION INCHES: 128 TOTAL SPECIMEN MITIGATION INCHES: 0 REQUIRED MITIGATION INCHES: 85 PROVIDED MITIGATION INCHES: 100 TREES TO COUNT TOWARDS MITIGATION (LOCATION IDENTIFIED ON PLAN): 14" SWEET GUM 16" SWEET GUM 16" SWEET GUM 18" HARDWOOD 16" HARDWOOD 20" LOBLOLLY PINE UP UP UP ENGLISHCLASSROOM 407 ENGLISHCLASSROOM 426 ENGLISHCLASSROOM 428 MATH CLASSROOM 437 MATH CLASSROOM 429 MATH CLASSROOM 436 UNISEX TOILET STAIR CORRIDOR INNOVATION &TECHNOLOGY LAB 430 408 DIVISIONDIRECTOR 415 COUNSELING 446 FIREPROTECTION 416 ASST.DIVISIONDIRECTOR 424 OFFICE MANAGER COMMONS 495 494 STAFFWORKROOM 438 MEETING ROOM 501 MEETINGROOM 439 BOYSTOILET 440 GIRLSTOILET 443 MDF 444 ELEC 442 JAN 344 CLASSROOM 345 CLASSROOM SOD ALL DISTURBED AREAS, TYP. MATCHLINE L-201 MATCHLINE L-202 SHEET L-301 SHEET L-302 SEE INSET FOR ENTRY DRIVE PLANTINGS SHEET L-303 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 12 / 4 / 2 0 2 5 5 : 1 0 : 3 1 P M L-300 72 0 1 - 2 5 0 3 8 8 39 0 0 C o l l e g e R d Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 1 2 Ca p e F e a r A c a d e m y P h a s e 1 - C a m e r o n H a l l A d d i t i o n 1" = 50'-00" LANDSCAPE REFERENCE SHEET WWW.LS3P.COM 600 SOUTH TRYON STREET, SUITE 2000 CHARLOTTE, NORTH CAROLINA 28202 TEL. 704.333.6686 FAX. 704.333.2926 ∆DATE DESCRIPTION A 2025.12.19 SCHEMATIC DESIGN LANDSCAPE REFERENCE SHEET B 2026.01.27 DESIGN DEVELOPMENT 20 FEB 2026 SITE SUBMITTAL FOUNDATION PLANTING LANDSCAPE REQUIREMENTS EAST SIDE OF CAMERON HALL EXPANSION BUILDING FACE SQUARE FOOTAGE = 1036 LF NORTH SIDE OF CAMERON HALL EXPANSION BUILDING FACE SQUARE FOOTAGE = 2422 LF TOTAL SQUARE FOOTAGE=3458 SF 12% OF FIRST FLOOR BUILDING FACE= 415 SF PROVIDED FOUNDATION PLANTING SPACE=+2500 SF LANDSCAPE CALCULATIONS: BUFFER LANDSCAPE REQUIREMENTS DUE TO EXISTING VEGETATION AND FENCING, SUPPLEMENTAL PLANTINGS ARE PROVIDED. SEE PHOTO DOCUMENTATION AND LANDSCAPE SHOWN ON SHEETS L-301 AND L-302. UP ENGLISH CLASSROOM 407 ENGLISH CLASSROOM 426 ENGLISH CLASSROOM 428 MATH CLASSROOM 437 MATH CLASSROOM 429 MATH CLASSROOM 436 UNISEX TOILET STAIR CORRIDOR INNOVATION & TECHNOLOGY LAB 430 408 DIVISION DIRECTOR 415 COUNSELING 446 FIRE PROTECTION 416 ASST. DIVISION DIRECTOR 424 OFFICE MANAGER COMMONS 495 494 STAFF WORK ROOM 438 MEETING ROOM 501 MEETING ROOM 439 BOYS TOILET 440 GIRLS TOILET 443 MDF 444 ELEC 442 JAN 344 CLASSROOM 345 CLASSROOM SOD ALL DISTURBED AREAS, TYP. TYPE A OPAQUE BUFFER = 473 LF OPTION 3 FENCING WITH 2 ROWS OF PLANTINGS EXISTING VEGETATION MAY MEET REQUIREMENTS EXISTING FENCE SOD DISTURBED AREA EXISTING SHRUBS TO REMAIN EXISTING LIVE OAK EXISTING TREE 2 3 1 (5) Bowhall Red Maple (6) Slender Silhouette Sweet Gum (15) First Editions® Vintage Jade Distylium (1) Little Gem Dwarf Southern Magnolia (23) Pink Muhly Grass (1) Coral Bark Japanese Maple (4) Yew Podocarpus (80) Dwarf Yaupon Holly (1) Juliet® Variegated Cleyera (29) Clara Indian Hawthorn (25) Crown Jewel Gardenia (1) Juliet® Variegated Cleyera (1) East Palatka Holly (36) Clara Indian Hawthorn (1) Highrise Live Oak PROVIDE A 3' DIA. MULCH RING AROUND ALL TREES IN SOD. LIMITS OF DISTURBANCE (104) Big Blue Lilyturf (87) Pink Muhly Grass (82) Pink Muhly Grass (41) Big Blue Lilyturf (190) Big Blue Lilyturf (215) Big Blue Lilyturf (30) Big Blue Lilyturf TREE PROTECTION/ SILT FENCING (SEE CIVIL) SEE SHEET L-304 FOR SCM LANDSCAPE PLAN AND PLANT SCHEDULE SCM #1 SEE INSET FOR ENTRY DRIVE PLANTINGS CO L L E G E R O A D (4) Steeds Japanese Holly (1) Muskogee Crape Myrtle (15) Clara Indian Hawthorn (34) Dwarf Yaupon Holly (59) Big Blue Lilyturf (15) Clara Indian Hawthorn (1) Muskogee Crape Myrtle (41) Dwarf Yaupon Holly (5) Steeds Japanese Holly (68) Big Blue Lilyturf EXISTING FENCE TO REMAIN EXISTING LIGHT POLE SEE SHEET L-304 F OR SCM PLANTINGS PROPOSED WALL AND FENCING TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 12 / 4 / 2 0 2 5 5 : 1 0 : 3 1 P M L-301 72 0 1 - 2 5 0 3 8 8 39 0 0 C o l l e g e R d Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 1 2 Ca p e F e a r A c a d e m y P h a s e 1 - C a m e r o n H a l l A d d i t i o n 1" = 20'-00" LANDSCAPE PLAN WWW.LS3P.COM 600 SOUTH TRYON STREET, SUITE 2000 CHARLOTTE, NORTH CAROLINA 28202 TEL. 704.333.6686 FAX. 704.333.2926 ∆DATE DESCRIPTION A 2025.12.19 SCHEMATIC DESIGN LANDSCAPE PLAN B 2026.01.27 DESIGN DEVELOPMENT 20 FEB 2026 SITE SUBMITTAL BUFFER PHOTO #2 BUFFER PHOTO #1 BUFFER PHOTO #3 1" = 20'-00" ENTRY DRIVE PLANTINGS SOD ALL DISTURBED AREAS, TYP. MATCHLINE L-201 MATCHLINE L-202 TYPE A OPAQUE BUFFER = 258 LF OPTION 3 FENCING WITH 2 ROWS OF PLANTINGS EXISTING VEGETATION TO REMAIN WITH SUPPLEMENTAL PLANTINGS SOD ALL DISTURBED AREAS, TYP. EXISTING VEGETATION TO REMAIN (21) Wax Myrtle (21) Juliet® Variegated Cleyera EXISTING VEGETATION TO REMAIN (6) Oleander EXISTING FENCE TO REMAIN 1 2 TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 12 / 4 / 2 0 2 5 5 : 1 0 : 3 1 P M L-302 72 0 1 - 2 5 0 3 8 8 39 0 0 C o l l e g e R d Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 1 2 Ca p e F e a r A c a d e m y P h a s e 1 - C a m e r o n H a l l A d d i t i o n 1" = 20'-00" LANDSCAPE PLAN WWW.LS3P.COM 600 SOUTH TRYON STREET, SUITE 2000 CHARLOTTE, NORTH CAROLINA 28202 TEL. 704.333.6686 FAX. 704.333.2926 ∆DATE DESCRIPTION A 2025.12.19 SCHEMATIC DESIGN LANDSCAPE PLAN B 2026.01.27 DESIGN DEVELOPMENT 20 FEB 2026 SITE SUBMITTAL BUFFER PHOTO #2 BUFFER PHOTO #1 MATCHLINE L-201 MATCHLINE L-202 TYPE A OPAQUE BUFFER = 425 LF OPTION 3 FENCING WITH 2 ROWS OF PLANTINGS EXISTING VEGETATION MAY MEET REQUIREMENTS EXISTING VEGETATION TO REMAIN (15) Wax Myrtle (19) Juliet® Variegated Cleyera (19) Oleander LIMITS OF DISTURBANCE EXISTING VEGETATION TO REMAIN GROUNDCOVER 3" MULCH 4" TOPSOIL MIX SCARIFY SUBSOIL TO A DEPTH OF 2" SAUCER RIM 3" ABOVE FINISHED GRADE. SLOPE GRADUALLY TO FINISHED GRADE. 3" MULCH IN PLANTING BED. FINISHED GRADE TOPSOIL MIX BOTTOM OF PLANT FINISHED GRADE SET PLANT 2" ABOVE SOIL BEFORE PLANTING. LIGHTLY SCARIFY ROOTS & REMOVE CONTAINER & PIT 4" MIN. LOOSEN SUBSOIL AT MIN.MIN. 1'-0"1'-0" COMPACTED SUBGRADE 18"18" 4' M I N . ARBORTIE (CONTACT SHERRILL, INC., GREENSBORO, NC, 800-525-8873) OR ANOTHER APPROVED FABRIC GUYING MATERIAL AT FIRST BRANCHES REMOVE BURLAP, CUT & REMOVE TO 1/3 WIRE BASKET WATER SAUCER SET BALL 2" HIGHER THAN FINISHED GRADE 3" MULCH LAYER (3) 2x4 STAKES, 1'6" LONG BACKFILL WITH NATIVE SOIL OR SOIL MIX AS NEEDED BERM ARBORKNOT (PER MANUFACTURERS INSTRUCTIONS) ON C E N T E R ( T Y P . ) ON CENTER (TYP.) SEE PLANT SCHEDULE ACTUAL ROW SPACING (TYP.) STAGGERED ROW (TYP.UNLESS OTHERWISE NOTED) FIRST ROW TO BE SET TO THE ON CENTER SPACING FROM EDGE OF HARDSCAPE EDGE OF PLANT BED, BUILDING OR VERTICAL STRUCTURE QTY BOTANICAL NAME COMMON NAME CONT CAL REMARKS TREES 1 Acer palmatum 'Sango-kaku'Coral Bark Japanese Maple CONT. / B&B 30 gal. Specimen Quality 5 Acer rubrum 'Bowhall'Bowhall Red Maple 3" Cal. 1 Ilex x attenuata 'East Palatka'East Palatka Holly 6` HT 2 Lagerstroemia indica x fauriei 'Muskogee'Muskogee Crape Myrtle CONT. / B&B 2"Cal 6 Liquidambar styraciflua 'Slender Silhouette'Slender Silhouette Sweet Gum 3" Cal. 1 Magnolia grandiflora 'Little Gem'Little Gem Dwarf Southern Magnolia 8'-10' HT 1 Quercus virginiana 'QVTIA'Highrise Live Oak 3" Cal. QTY BOTANICAL NAME COMMON NAME CONT REMARKS SHRUBS 15 Distylium x 'Vintage Jade'First Editions® Vintage Jade Distylium 5 gal 25 Gardenia jasminoides 'Crown Jewel'Crown Jewel Gardenia 3 gal 9 Ilex crenata `Steeds`Steeds Japanese Holly 7 gal Prune to Obelisk Form at install. 155 Ilex vomitoria 'Nana'Dwarf Yaupon Holly 3 gal 36 Myrica cerifera Wax Myrtle 6` HT 25 Nerium oleander Oleander 6` HT 4 Podocarpus macrophyllus Yew Podocarpus 7 gal 95 Rhaphiolepis indica 'Clara'Clara Indian Hawthorn 3 gal. 42 Ternstroemia gymnanthera 'Broody'Juliet® Variegated Cleyera 5 gal QTY BOTANICAL NAME COMMON NAME CONT SPACING REMARKS GROUND COVERS 707 Liriope muscari `Big Blue`Big Blue Lilyturf 1 gal 15" o.c. 192 Muhlenbergia capillaris Pink Muhly Grass 1 gal 24" o.c. PLANT SCHEDULE TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 12 / 4 / 2 0 2 5 5 : 1 0 : 3 1 P M L-303 72 0 1 - 2 5 0 3 8 8 39 0 0 C o l l e g e R d Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 1 2 Ca p e F e a r A c a d e m y P h a s e 1 - C a m e r o n H a l l A d d i t i o n 1" = 20'-00" LANDSCAPE PLAN WWW.LS3P.COM 600 SOUTH TRYON STREET, SUITE 2000 CHARLOTTE, NORTH CAROLINA 28202 TEL. 704.333.6686 FAX. 704.333.2926 ∆DATE DESCRIPTION A 2025.12.19 SCHEMATIC DESIGN LANDSCAPE PLAN, SCHEDULE AND DETAILS 1 GROUNDCOVER DETAIL NTS 2 SHRUB DETAIL NTS 3 GROUNDCOVER SPACING NTS 4 TREE DETAIL NTS B 2026.01.27 DESIGN DEVELOPMENT 20 FEB 2026 SITE SUBMITTAL SEE ADDITIONAL PLANT MATERIAL REQUIRED FOR STORM WATER POND ON SHEET L-304. UP ENGLISH CLASSROOM ENGLISH CLASSROOM 428 MATH CLASSROOM 437 MATH CLASSROOM 429 MATH CLASSROOM 436 STAIR CORRIDOR INNOVATION & TECHNOLOGY LAB 494 STAFF WORK ROOM MEETING 501 MEETING ROOM 439 BOYS TOILET 440 GIRLS TOILET 443 MDF 444 ELEC 442 JAN 344 CLASSROOM 345 CLASSROOM SCM #1 CO L L E G E R O A D TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 12 / 4 / 2 0 2 5 5 : 1 0 : 3 1 P M L-304 72 0 1 - 2 5 0 3 8 8 39 0 0 C o l l e g e R d Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 1 2 Ca p e F e a r A c a d e m y P h a s e 1 - C a m e r o n H a l l A d d i t i o n 1" = 20'-00" SCM LANDSCAPE PLAN WWW.LS3P.COM 600 SOUTH TRYON STREET, SUITE 2000 CHARLOTTE, NORTH CAROLINA 28202 TEL. 704.333.6686 FAX. 704.333.2926 ∆DATE DESCRIPTION A 2025.12.19 SCHEMATIC DESIGN SCM LANDSCAPE PLAN B 2026.01.27 DESIGN DEVELOPMENT 20 FEB 2026 SITE SUBMITTAL LEGEND SHALLOW LAND SHALLOW WATER EXISTING SUBGRADE 4" CONC - 4000-PSI COMPACT AS REQUIRED 4" 4" CABC SIDEWALK NOTES: MAX SLOPE: 4.9% MAX CROSS-SLOPE: 2% SIDEWALKS SLOPING GREATER THAN 4.9% ARE CONSIDERED HANDICAP RAMPS AND WILL REQUIRE HANDRAILS. COMPACTED SUBGRADE 6" 6" 8" 7" 1'-0"6" 7" PAVEMENT 3" RADIUS CONCRETE ABC STONE NOTE: FIN. GRADE 1/2" RADIUS PROVIDE CONTRACTION JOINTS AT 10' INTERVALS IN CONCRETE CURB. PROVIDE EXPANSION JOINTS AT 50' INTERVALS AND AT RIGID STRUCTURES. 4000 PSI CONCRETE 6" PARKING SPACE STRIPING (4" WIDE) END OF PARKING SPACE 3'-0" MIN. TO EDGE OF PAVT. 2-#6 REBARS (HOOK ON TOP) 45° 3' 10 3 / 8 " 6" 6'-0" 30 " 3" 10 3/8" 2-#4 BARS THRU WHEEL- STOP & PVMT. MIN 30" LONG. ON CONC. PVMT. USE EPOXY BONDING AGENT. BASE AS SPECIFIED PARKING SURFACE AS SPECIFIED 6' LONG PRECAST CONC. WHEELSTOP W/2-#4 BARS CONT. 5'-9" LONG 6" 2-#4 REBARS (MINIMUM) PRECAST CONCRETE BUMPER X-SECTION PLACEMENT PLAN CONCRETE WHEELSTOP EDGE OF PAVEMENT 10 3/8" NOTE: WHEELSTOPS TO BE USED ONLY WHERE SHOWN ON PLANS TERMINAL POST 2-1/2" Ø STRETCHER BAR BANDS 12" O.C. TENSION WIRE-7 GA. LOCK RING-12" O.C. CONCRETE FOOTING 8' NOTES: 1. ALL FENCE COMPONENTS TO BE BLACK VINYL COATED CHAINLINK OR APPROVED EQUAL. 2. FENCE FABRIC TO BE 8 GA. 2" MESH 3. TOP EDGE OF FABRIC TO BE KNUCKLED 4. TERMINAL POSTS TO BE 2-1/2"Ø. LINE POSTS TO BE 2"Ø. 10' MAX. 2"Ø LINE POST 1-5/8" TOP RAIL 8"8" 24" MIN. (TYP.) STRETCHER BAR (CONTINUOUS) POST CAP 7 GA. TIE WIRE 12" O.C. 2-1/2"Ø END POST 1-3/8" TOP RAIL 38" TRUSS ROD GATE HINGE CONCRETE FOOTING 2" FRAME STRETCHER BAR CONT. STRETCHER BAR BANDS 12" O.C. NOTES: 1. ALL FENCE COMPONENTS TO BE BLACK VINYL COATED CHAINLINK OR APPROVED EQUAL. 2. FENCE FABRIC TO BE 8 GA. 2" MESH 3. TOP EDGE OF FABRIC TO BE KNUCKLED 4. TERMINAL POSTS TO BE 2-1/2"Ø. LINE POSTS TO BE 2"Ø. 9'-10"9'-10" DROP BOLT LOCKABLE FORK LATCH 8' 20'-8" TYPICAL CORNER POST FOOTING TYPICAL LINE POST BOTTOMKNUCKLED TOP &2"x2"x9 GA. FABRIC PIPEGALV. 1-5/8"TOP RAIL AS SHOWN-20'o.c.CONNECTION TYP. TOP RAIL WIRE-14"o.c. 9 GA. TIE PIPE2" o.d. GALV. TYP. LINE POST 7 GA. BOTTOM TENSION WIRE ON THE OUTSIDE. FABRIC SHALL BE INSTALLED HARDWARE SHALL BE GALVANIZED.ALL WIRE FABRIC AND FENCENOTE: CONCRETE3500 psi CONCRETE 3500 psi INTERSECTIONS@ ALL CORNERS, 3/8" TRUSS ROD 9 GA. TIE WIRE-24" o.c.RAIL END TRUSS ROD) (SAME NOTE AS GALV. PIPE 2 1/2" o.d. TERMINAL POST 1/4"x 3/4" DRAW BAR POST BAND POST CAP 10" 6" 6" 6" 10'-0"10'-0" 4'-0" 2'-2"2'-8" FOOTING TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T : NO T F O R CO N S T R U C T I O N SHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 12 / 4 / 2 0 2 5 5 : 1 0 : 3 1 P M L-500 72 0 1 - 2 5 0 3 8 8 39 0 0 C o l l e g e R d Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 1 2 Ca p e F e a r A c a d e m y P h a s e 1 - C a m e r o n H a l l A d d i t i o n DETAILS WWW.LS3P.COM 600 SOUTH TRYON STREET, SUITE 2000 CHARLOTTE, NORTH CAROLINA 28202 TEL. 704.333.6686 FAX. 704.333.2926 ∆DATE DESCRIPTION A 2025.12.19 SCHEMATIC DESIGN DETAILS 1 CONCRETE SIDEWALK NTS 2 NOT USED NTS 3 CURB AND GUTTER NTS 4 8' CHAIN LINK FENCE NTS 6 METAL FENCING NTS 7 NTS 8WHEELSTOP 9 NOT USED NTS B 2026.01.27 DESIGN DEVELOPMENT FENCE DOUBLE GATE 20 FEB 2026 SITE SUBMITTAL 5 CHAIN LINK FENCE NTS SPORTS NETTING #36 4" MESH BLACK NYLON NETTING WITH ROPE EDGING TELESCOPIC POLES: 20' HT. BUNGEE HARDWARE www.allsportnetting.com NTS METAL FENCE TO MATCH EXISTING. LEVEL 1 0" LEVEL 2 14'-0" EQUIPMENT PLATFORM 26'-4" LEVEL 1 0" LEVEL 2 14'-0" EQUIPMENT PLATFORM 26'-4" LEVEL 1 0" LEVEL 2 14'-0" EQUIPMENT PLATFORM 26'-4" LEVEL 1 0" LEVEL 2 14'-0" EQUIPMENT PLATFORM 26'-4" 42 ' - 1 1 " TH E L I N E S H O W N A B O V E I S E X A C T L Y ON E I N C H L O N G A T T H I S S H E E T S OR I G I N A L P A G E S I Z E LS 3 P P R O J E C T :NOT FOR CONSTRUCTIONSHEET NAME: SHEET: A B C D E 1 2 3 4 5 6 COPYRIGHT 2025 ALL RIGHTS RESERVED. PRINTED OR ELECTRONIC DRAWINGS AND DOCUMENTATION MAY NOT BE REPRODUCED IN ANY FORM WITHOUT WRITTEN PERMISSION FROM LS3P ASSOCIATES LTD. 2/ 1 2 / 2 0 2 6 9 : 3 8 : 2 9 A M A-201 BUILDING ELEVATIONS - OVERALL 72 0 1 - 2 5 0 3 8 8 Cape Fear Academy 39 0 0 C o l l e g e R d Wi l m i n g t o n , N o r t h C a r o l i n a 2 8 4 1 2 Ca p e F e a r A c a d e m y P h a s e 1 - C a m e r o n H a l l A d d i t i o n 20 FEB 2026 - SITE SUBMITTAL WWW.LS3P.COM 600 SOUTH TRYON STREET, SUITE 2000 CHARLOTTE, NORTH CAROLINA 28202 TEL. 704.333.6686 FAX. 704.333.2926 ELEVATION NOTES BY NUMBER NUMBER NOTE KEY PLAN: 1/16" = 1'-0"B1 ELEVATION- EXTERIOR- NORTH 1/16" = 1'-0"A1 ELEVATION- EXTERIOR- EAST 1/16" = 1'-0"C1 ELEVATION- EXTERIOR- WEST 1/16" = 1'-0"D1 ELEVATION- EXTERIOR- SOUTH ∆ DATE DESCRIPTION