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Home My WebLink About20250402_GRISSOM_DRAFT O H E 1 10065.83 SQ FT 0.231 ACRES 2 10326.83 SQ FT0.237 ACRES 3 8494.59 SQ FT0.195 ACRES 4 7831.94 SQ FT0.180 ACRES 5 9179.25 SQ FT0.210 ACRES 68808.89 SQ FT 0.202 ACRES 7 7795.25 SQ FT0.179 ACRES 11 8237.23 SQ FT0.189 ACRES 12 7844.46 SQ FT 0.180 ACRES 137815.35 SQ FT0.179 ACRES 14 7819.49 SQ FT0.180 ACRES 15 7801.41 SQ FT0.179 ACRES 109782.18 SQ FT 0.225 ACRES 98897.75 SQ FT 0.204 ACRES 8 11495.62 SQ FT0.264 ACRES 167414.03 SQ FT0.170 ACRES 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN VICINITY MAP NTS PROJECT SITE SITE 1"=100' APPLICAN/DEVELOPER MCADAMS HOMES 213 RACINE DR. SUITE 100 WILMINGTON, NC 28403 PROPERTY OWNER GURGANUS GARY T ETAL 108 SPANISH MOSS WAY WILMINGTON, NC 28412 SURVEYOR MICHAEL L. TACKETT TRANSYSTEMS CORPORATION 101 AUTUMN HALL DR. 910.523.5715 DESIGNER CONTACT: ZACHRY L. NICHOLS, JR. NICHOLS ENGINEERING PLLC 1826 SIR TYLER DR., STE 230 WILMINGTON, NC 28405 ZACK@NICHOLSENGPLLC.COM OFFICE 910.945.9941 GRISSOM ROAD SUBDIVISION NEW HANOVER COUNTY, NC for CLIENT: MCADAMS HOMES PROJECT INFORMATION SITE DATA PROJECT ADDRESS TOTAL PROPERTY ACREAGE PROPERTY OWNER ZONING SETBACKS FRONT SIDE INTERIOR REAR PROPOSED STRUCTURES PROPOSED NUMBER OF BUILDINGS BUILDING SQUARE FOOTAGE CONSTRUCTION TYPE IMPERVIOUS COVERAGE EXISTING PROPOSED PROPOSED OFFSITE 6.46 AC GENERAL NOTES 1.ALL MATERIALS AND CONSTRUCTION METHODS FOR THE LATEST EDITION OF NEW HANOVER COUNTY SPECIFICATIONS AND DETAILS. 2.ALL SITE WORK AT A MINIMUM SHALL BE PERFORMED IN ACCORDANCE WITH THE 2025 NCDOT ROADWAY STANDARD DRAWINGS AND STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES UNLESS OTHERWISE NOTED OR DIRECTED. 3.UNDERGROUND UTILITIES MAY EXIST ON , ALONG OR WITHIN CONFLICT OF THIS PROJECT. THE CONTRACTOR IS RESPONSIBE FOR CONTACTING NC 811 OR THE APPROPRIATE UTILITY COMPANIES PRIOR TO ANY EXCAVATION. 4.THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE DEMOLITION OF ANY EXISTING ON SITE ITEMS AS SHOWN ON THE DEMO PLAN, ABOVE AND BELOW GROUND. THE CONTRACTOR IS ALSO RESPONSIBLE FOR REMOVAL OF ALL WASTE RESULTING FROM DEMOLITION. 5.THE CONTRACTOR SHALL OBSERVE ALL REQUIRED SAFETY PRECAUTIONS IN THE PERFORMANCE OF ALL WORK IN ACCORDANCE WITH CURRENT OSHA REGULATIONS. 6.THE CONTRACTOR SHALL GRADE, SEED, AND SOD OR OTHERWISE PROVIDE TEMPORARY AND PERMANENT STABILIZATION OF AL DISTURBED AREAS. 7.WORK WITHIN PUBLIC RIGHT-OF-WAYS SHALL BE IN ACCORDANCE WITH ALL STATE AND OCAL REQUIREMENTS, NOTIFICATIONS, STANDARDS AND POLICIES. 8.ANY SUBSTITUTIONS, CHANGES, OR MODIFICATIONS SHALL BE APPROVED BY THE PROJECT ENGINEER, PLANNING DEPARTMENT STAFF, AND OWNER PRIOR TO INSTALLATION/CONSTRUCTION. 9.THE GRADE LINES DENOTE THE FINISHED ELEVATIONS OF THE PROPOSED SURFACE. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING, ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO PROVIDE A PROPER TIE-IN. CONTRACTOR SHALL FIELD VERIFY ALL PROPOSED INVERTS, FFE'S, AND FINISHED SURFACES TO ENSURE THAT MINIMUM SLOPE AND COVER REQUIREMENTS ARE PROVIDED PRIOR TO INSTALLATION. 10.THE EARTHWORK ON THIS PLAN DOES NOT NECESSARILY BALANCE. OFFSITE BORROW OR WASTE MAY BE REQUIRED. 11.ALL PIPE INVERTS TO BE VERIFIED IN THE FIELD PRIOR TO CONSTRUCTING GRAVITY SYSTEMS AND SHALL BE ADJUSTED BY THE ENGINEER IF NECESSARY. ALL CONCRETE PIPE SHALL BE REINFORCED CLASS III. 12.NEW SIGNS REQUIRE ZONING COMPLIANCE AND BUILDING PERMITS PER UDO. A PERMIT IS REQUIRED FOR THE SITE IDENTIFICATION SIGN. SIGN SHALL MEET NEW HANOVER COUNTY STANDARDS. 13.NO ADDITIONAL OUTDOOR LIGHTING IS PROPOSED. NEW LIGHTING REQUIRES ADDITIONAL PLANS AND PERMITS TO ENSURE COMPLIANCE WITH UDO. INDEX OF SHEETS C101 COVER C102 GENERAL NOTES C103 GENERAL NOTES CD101 EXISTING CONDITIONS AND DEMO PLAN CS101 PROPOSED SITE PLAN CS102 SITE DIMENSION PLAN CS103 SITE GRADING PLAN CS201 PLAN AND PROFILE ALIGNMENT A CS102 PLAN AND PROFILE ALIGNMENT A CS103 PLAN AND PROFILE ALIGNMENT B CH101 PRE-DEVELOPMENT HYDROLOGY MAP CH102 POST-DEVELOPMENT HYDROLOGY MAP CE101 EROSION & SEDIMENT CONTROL PLAN D501 DETAILS D502 DETAILS D503 DETAILS D504 DETAILS CO V E R C101 1035 GRISSOM RD R-15 5 FT 20 FT 16 X SQ. FT. PER UNIT SINGLE FAMILY 0 SQ. FT. 34,056 SF (0.78 AC) R07612-001-001-000 6.02 RA-15 TOTAL 90.95 ACRES SITE NEW HANOVER COUNTY PID ACRES ZONING EXISTING PARCELS GURGANUS GARY T ETAL 20 FT SMALLEST LOT X LINEAR FEET IN STREETS X 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN GE N E R A L N O T E S C102 CONSTRUCTION NOTES 1.CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY, NC STANDARDS AND SPECIFICATIONS. 2.CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING UTILITIES FROM THE APPROPRIATE PARTIES PRIOR TO CONSTRUCTION. 3.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAGMEN, ETC. AS NECESSARY TO ENSURE SAFETY TO THE PUBLIC. 4.THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS REGARDING PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES AND CONDITIONS WHICH EXIST ALONG THE LINES OF WORK AND BELOW THE SURFACE OF THE GROUND. THE OWNER AND ENGINEER DISCLAIM ANY RESPONSIBILITIES FOR THE ACCURACY OR COMPLETENESS OF SAID INFORMATION, AND SUCH INFORMATION IS BEING SHOWN ONLY FOR THE CONVENIENCE OF THE CONTRACTOR WHO MUST VERIFY THE INFORMATION TO HIS OWN SATISFACTION DURING THE BIDDING AND CONSTRUCTION IF THE CONTRACTOR RELIES ON SAID INFORMATION, HE DOES SO AT HIS OWN RISK. THE GIVING OF THE INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF HIS OBLIGATIONS TO SUPPORT AND PROTECT ALL PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES, WHETHER ABOVE OR BELOW GRADE. 5.SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT THE CONTRACTOR'S EXPENSE. 6.THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF UNDERGROUND UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF NECESSARY, SHALL BE COORDINATED WITH THE OWNER. 7.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, PROJECT SPECIFICATIONS, AND LOCAL BUILDING CODES. 8.ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.) 9.WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER OVER THE PIPES BELOW PROPOSED GRADE UNLESS SHOWN OTHERWISE ON THESE PLANS OR DIRECTED OTHERWISE BY THE ENGINEER. 10.ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET AND ADJUSTED TO FINISHED GRADE. THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH TEMPORARY AND PERMANENT. 11.THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR TO STAKING OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 12.ANY PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE. 13.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PLANS. 14.FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF CURB AND SHALL HAVE A CLEAR SPACE OF 3 FEET FROM ANY PERMANENT STRUCTURE PER CFPUA STANDARDS. 15.ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES. SEE SECTION FOR PLACEMENT AND COMPACTION INFORMATION. 16.THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S). 17.EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL. 18.ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL. 19.THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF-SITE SPOIL AREAS FOR DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY. OFF-SITE SPOIL AREAS MUST BE SUBMITTED TO THE ENGINEER AND APPLICABLE REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY THE APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF-SITE SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING THE OFF-SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND UTILIZING THE OFF-SITE SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID. UTILITY COMPANY CONTACTS TBD MATERIALS AND EASEMENT NOTES: 1.ALL CATCH BASINS ARE NCDOT STD 840.02, 840.03 2.ALL DROP INLETS ARE NCDOT STD 840.14, 840.16 3.ALL STORM DRAINAGE PIPING TO BE RCP, UNLESS OTHERWISE NOTED 4.ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE CONTAINED WITHIN A PUBLIC DRAINAGE EASEMENT WHOSE WIDTH IS DETERMINED BY THE DEPTH OF BURY 5.ALL SANITARY SEWER LINES AND WATERLINES SHALL BE C-900 PVC, UNLESS OTHERWISE NOTED AND MEET CAPE FEAR PUBLIC UTILITY SPECIFICATIONS 6.A PUBLIC UTILITY EASEMENT SHALL BE RESERVED WITHIN THE STREET RIGHT-OF-WAY. A 10' NON-MUNICIPAL EASEMENT SHALL BE RESERVED ALONG BOTH SIDES OF ALL STREETS 7.WATER AND SANITARY SEWER UTILITIES ARE PUBLIC - CAPE FEAR PUBLIC UTILITY AUTHORITY EXCAVATION, GRADING, AND BACKFILLING NOTES 1.ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENT MATERIAL SHALL BE COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT, AS DETERMINED BY THE ASTM D 698 STANDARD PROCTOR TEST METHOD. IN THE EVENT THAT MATERIAL ENCOUNTERED AT PIPE GRADE, SUBGRADE OF PARKING OR ROADWAYS AND SUBGRADE OF BUILDING FOUNDATIONS IS FOUND TO BE SOFT, SPONGY, OR IN ANY OTHER WAY UNSUITABLE, THE CONTRACTOR SHALL NOTIFY THE GEOTECHNICAL ENGINEER IMMEDIATELY. SUCH UNSUITABLE MATERIAL SHALL BE REMOVED TO A DEPTH AS SPECIFIED BY THE GEOTECHNICAL ENGINEER AND REPLACED WITH A MINIMUM OF SIX (6) INCHES OF STONE, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER. 2.BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER INSTALLATIONS, EARTH FILL SHALL BE SOLIDLY TAMPED AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE (1) FOOT ABOVE THE TOP OF THE CARE SHALL BE TAKEN TO PREVENT ANY DISTURBANCE TO THE PIPE OR DAMAGE TO NEWLY MADE JOINTS. THE FILLING OF THE TRENCH SHALL BE CARRIED OUT SIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN SUCH A MANNER THAT INJURIOUS SIDE PRESSURES DO NOT OCCUR. 3.THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE AND OBJECTIONABLE MATERIALS. BEFORE PLACING ANY BACKFILL, ALL RUBBISH, FORM, BLOCKS, WIRES OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM EXCAVATION. THE BACK-FILLING OVER PIPES SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-FIVE (95) PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST TO A DEPTH OF 12 INCHES BELOW FINISHED GRADE. THE LAST 12 INCHES OF BACKFILL SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-EIGHT (98) PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST. STORM DRAINAGE AND GRADING NOTES 1.IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES REGULATIONS, AND NCDENR REQUIREMENTS, STORMWATER DISCHARGE OUTFALLS SHALL BE INSPECTED BY THE CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY THE CONTRACTOR AFTER EACH STORM EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLY INSPECTION MINIMUM. NCDENR STANDARD INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH COPIES PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE CONTRACTOR. 2.INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE CONSTRUCTED TO FINAL PROPOSED CONDITION UPON STABILIZATION OF CONTRIBUTING GROUND SURFACES AND REMOVAL OF SEDIMENT FROM STORM PIPES. 3.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 4.UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONS NOTED ON PLANS INDICATE FINISHED GRADE OR PAVEMENT SURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE INDICATED. 5.COORDINATION WITH CITY SURVEYOR TO DETERMINE MONUMENTATION IS REQUIRED. NOTE ON PLANS. 6.CONTRACTOR TO COORDINATE WITH CITY OF WILMINGTON CONSTRUCTION INSPECTOR TO ENSURE EDGE OF CATCH BASIN GRATES ALIGN WITH TRAVEL LANE AS REQUIRED. NOTE (G.S. 113A-57 (2)) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. EROSION CONTROL NOTES 1.TOTAL LAND DISTURBANCE AREA: 12.50 AC 2.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 3.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE. ANY BUILDER THAT ANTICIPATED THE DISTURBANCE OF MORE THAN ONE ACRE WILL BE REQUIRED TO GET AN EROSION CONTROL PERMIT FROM CITY OF WILMINGTON. 4.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 5.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NEW HANOVER COUNTY. 6.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. 7.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER, AND OWNER. 8.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED. 9.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. 10.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE PRIOR TO ANY RAIN EVENT. FIRE PROTECTION NOTES 1.FIRE SPRINKLERS WILL BE PROVIDED FOR BUILDING. 2.HYDRANT MUST BE WITHIN 150' OF THE FDC. 3.THE FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT. 4.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC. 5.HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB. 6.COMBUSTIBLE MATERIALS MAY NOT BE STORED OR ERECTED ONSITE WITHOUT CITY FIRE INSPECTOR APPROVAL. 7.NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDING(S). 8.UNDERGROUND FIRE LINE AND PRIVATE WATER MAINS MUST BE PERMITTED AND INSPECTED BY CITY OF WILMINGTON FIRE DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT CITY OF WILMINGTON FIRE DEPARTMENT AT 910-798-7420. 9.A MINIMUM OF 5' SHALL SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER MAINS FROM UNDERGROUND UTILITIES 10.CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. 11.ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALL TIMES. 12.FIRE HYDRANTS ARE TO BE INSTALLED PER CFPUA SPECIFICATIONS. EROSION CONTROL MAINTENANCE PLAN: 1.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED, AS NECESSARY, EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF (0.5) INCH OR GREATER RAINFALL. 2.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 3.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 4.ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5.STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS REQUIRED. 6.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1 2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 7.INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. 8.CHECK THE SEDIMENT BASIN EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. 9.INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT. CLEAR THE DANDY SACKS OF SEDIMENT AND THE MESH WIRE OF ANY DEBRIS Or OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. INLET PROTECTION SHOULD BE CLEANED OUT WHEN IT IS HALF FULL. 10.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREAS HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. 11.INSPECT THE SKIMMER FOR CLOGGING. PULL THE SKIMMER TO THE SIDE OF THE BASIN AND REMOVE ANY DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER AND THE ARM OR BARREL PIPE FOR CLOGGING; IF CLOGGED, REMOVE THE DEBRIS. 12.INSPECT PERMANENT AND TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. 13.INSPECT WATTLES ONCE A WEEK AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. CORRECT ALL DAMAGE FROM SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM / WADDLE AND EROSION FROM HIGH FLOWS AROUND EDGES OF DAM IMMEDIATELY.IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL PER NCDENR PRACTICE 6.31. REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO THE CHANNEL VEGETATION/LINING, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM / WADDLE. ADD STONES TO CHECK DAMS AND REPAIR/REPLACE WATTLES AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 14.INSPECT SILT FENCE ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 15.INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OF IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER REPAIR OR REPLACE RIPRAP AS REQUIRED TO MAINTAIN EFFECTIVENESS. CONTROL WEED AND BRUSH GROWTH AS NEEDED. 16.IF PROPOSED STORMWATER CONTROL MEASURES ARE USED AS SEDIMENT BASINS DURING CONSTRUCTION, THEN PRIOR TO SCM CERTIFICATION THE CONTRACTOR SHALL CLEAN THE SEDIMENT FROM THE SCM, INSTALL FOREBAY BERM, INSTALL EMERGENCY OUTFALL MEASURES, AND GENERALLY BRING THE SCM INTO COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND NCDEQ RULES AND REGULATIONS. 17.INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIKE. CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION. WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL SURFACE. 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN GE N E R A L N O T E S C103 10.CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION. 11.ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALL TIMES. 12.FIRE HYDRANTS ARE TO BE INSTALLED PER CFPUA SPECIFICATIONS. EROSION CONTROL MAINTENANCE PLAN: 1.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED, AS NECESSARY, EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF (0.5) INCH OR GREATER RAINFALL. 2.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED. 3.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 4.ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5.DITCHES BEHIND DITCH PLUGS ARE INTENDED TO BE BACKFILLED IMMEDIATELY UPON INSTALLATION PRIOR TO ANY RAIN EVENT. AFTER BACKFILL OF THE DITCH HAS OCCURRED, THIS AREA IS TO BE TREATED LIKE ANY OTHER DISTURBED AREA. IN THE EVENT IT DOES RAIN PRIOR TO BACKFILLING OF THE DITCHES, INSPECT THE DITCH PLUGS AND THE AREA ADJACENT TO THEM FOR ANY SIGNS OF EROSION. BACKFILL AND COMPACT ANY AREAS OF FAILURE IMMEDIATELY, REMOVE ANY SEDIMENTATION AND BACKFILL THE DITCHES ONCE THEY DRY. 6.SILT FENCE OUTLETS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACH RAIN EVENT. REQUIRED REPAIRS IMMEDIATELY. SHOULD THE STONE BECOME CLOGGED WITH SEDIMENT, IT SHALL BE CLEANED AND/OR REPACED PRIOR TO THE NEXT STORM EVENT. IF WASHOUT BETWEEN THE STONE AND SILT FENCE OCCURS, THE AREAS SHALL BE REPAIRED IMMEDIATELY. DEMOLITION NOTES 1.THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD DEMOLITION CONDITIONS. 2.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED DEBRIS ASSOCIATED WITH THE PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE WORK, INCLUDING BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION ACTIVITIES, SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS. 4.THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO BEGINNING ANY DEMOLITION. CONTRACTOR SHALL CONTACT NC ONE CALL AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. 5.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND ENGINEER IMMEDIATELY. 6.THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING AND ABANDONING ALL EXISTING UTILITIES WITH THE OWNER UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND ASSOCIATED PIPING, ETC. NOT IN USE ON THE SITE SHALL BE PROPERLY ABANDONED AND REMOVED AS REQUIRED. COORDINATE WITH THE OWNER. 7.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT REMAIN IN SERVICE DURING DEMOLITION. 8.THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND THE TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION AND CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE INSPECTION WITH THE OWNER AND ENGINEER PRIOR TO PROJECT CLOSEOUT. 9.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING THE ENGINEER FOR THE REQUIRED INSPECTIONS ON THE PROJECT. 10.WETLANDS DO EXIST ON SITE. WETLANDS WILL NOT BE DISTURBED DURING CONSTRUCTION OF THIS PROJECT. UTILITY NOTES 1.SCHEDULE A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND SEWER LINES. 2.WATER AND SANITARY SEWER UTILITY MAINS ARE PRIVATE BEYOND THE PUBLIC STREET RIGHT-OF-WAY. 3.THIS PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THE "FINAL APPROVAL". 4.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO CFPUA AND APPROVED BY USCFCCCHR OR ASSE. 5.BACKFLOW PREVENTION AND METERS WILL BE PROVIDED FOR BOTH FIRE LINES (RPDA) AND DOMESTIC SERVICE (RPZ). FIRE LINE BACKFLOW PREVENTER AND DOMESTIC SERVICE BACKFLOW PREVENTER WILL BE LOCATED AS SHOWN ON THE UTILITY PLANS. INSTALLER OF BACKFLOW PREVENTERS MUST CONTACT CFPUA PRIOR TO INSTALLING UNITS TO GIVE CFPUA THE OPTION TO VERIFY INSTALLATION PROCEDURES. 5.1.REDUCED PRESSURE PRINCIPLE ASSEMBLY FOR DOMESTIC WATER SERVICE 5.2.REDUCE PRESSURE DETECTOR ASSEMBLY WILL BE UTILIZED FOR THE BACKFLOW PREVENTER ON THE FIRE SERVICE. 6.IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 1.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT REMAIN IN SERVICE DURING DEMOLITION. 2.THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND THE TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION AND CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE INSPECTION WITH THE OWNER AND ENGINEER PRIOR TO PROJECT CLOSEOUT. 3.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING THE ENGINEER FOR THE REQUIRED INSPECTIONS ON THE PROJECT. 4.WETLANDS DO EXIST ON SITE. WETLANDS WILL NOT BE DISTURBED DURING CONSTRUCTION OF THIS PROJECT. TREE PROTECTION NOTES 10.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 11.NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDE THE PROJECT BOUNDARY SHOWN ON THE PLANS, UNLESS OTHERWISE NOTED. TREE PROTECTION FENCING IS SHOWN OUTSIDE OF PROJECT BOUNDARY FOR PROTECTION OF EXISTING TREES IN CLOSE PROXIMITY TO PROPOSED CONSTRUCTION. 12.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AND CONTRACTOR SHALL RECEIVE ADEQUATE INSTRUCTIONS ON TREE PROTECTION METHODS. 13.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. 14.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. 15.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS. 16.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD AND ANY TREES IN ANY REQUIRED BUFFERS SHALL BE RETAINED [62.1-3(1) (A) & (B)]. 26 25 2 5 24 23 23 24 2524 23 23 24 25 26 26 2 5 25 25 25 2 5 26 26 26 26 27 27 27 27 262624 24 25 2524 27 27 27 27 27 26 25 25 25 26 26 26 26 26 2 6 2 6 26 26 26 2 6 26 26 26 26 2 6 24 25 26 25 24 24 25 25 26 25 24 26 25242425262625242425 25 25 24 25 24 25 26 24 25 24 25 23 24 25 24 25 26 26 25 26 2 6 26 25 24 24 25 25 25 24 25 25 24 26 26 26 26 82 . 1 1 ' N 0 9 ° 0 8 ' 3 0 " E 6 3 8 . 6 1 ' S 6 3 ° 2 1 ' 0 2 " E 4 9 8 . 2 3 ' N 46 ° 0 4 ' 1 5 " E 2 0 6 . 0 9 ' ( T I E ) S 80°51'08" E 1 9 0 . 4 8 ' ( T I E ) S 0 6 ° 4 7 ' 3 3 " W 2 2 7 . 7 8 ' S 0 6 ° 2 1 ' 5 1 " W 3 7 2 . 7 2 ' N 6 2 ° 4 9 ' 5 0 " W 8 9 9 . 5 3 ' N 79°58'50 " W 2 0 8 . 9 3 ' ( T I E ) S 0 7 ° 0 1 ' 5 0 " W 91 . 9 5 ' ( T O T A L ) C1 C2 C3 C4 S 6 3 ° 2 2 ' 4 1 " E 1 9 5 . 9 7 ' 9.84' GRIS S O M R O A D - S . R . 1 5 2 0 60' P U B L I C R I G H T - O F - W A Y CO L C H E S T E R P L A C E 60 ' R I G H T - O F - W A Y ( P U B L I C ) PI N E R R O A D - S . R . 1 5 2 1 PU B L I C R I G H T - O F - W A Y V A R I E S SH A R P A C O R N C O U R T 45' R I G H T - O F - W A Y ( P R I V A T E ) GAT L I N W A Y 45' R I G H T - O F - W A Y ( P R I V A T E ) MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 5360, PAGE: 2223 MAP BOOK: 53, PAGE 135 REY F. AND MELANIE H. PHILIP DEED BOOK: 4652, PAGE: 6 WATERFORD SECTION 4 - REVISED MAP BOOK: 19, PAGE: 7 LOT 2 LOT 1 FR A N K A . S R , A N D M A R Y D . L E R A Y DE E D B O O K : 5 6 8 2 , P A G E : 1 1 2 LONG A. JR, PERRY DEED BOOK: 5017, PAGE: 2799 MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 1558, PAGE: 1147 LOT 11 LOT 10 LOT 9 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 CANBY OAKS PERFORMANCE SUBDIVISION MAP BOOK: 66, PAGE: 49-50 HORNSDALE SUBDIVISION MAP BOOK 8, PAGE 71 LOT 13 EIP EIP ECM EIR EIR EIR EIPP EIP EIP RBS RBS RBS RBSRBS OH E OHE OHE OHE OHE O H E O H E O H E O H E 12"SGM 19"LLP 19"LLP 14"LLP18"LLP13"WRO 12"SGM12"SGM 15"LLP 14"LLP 16"LLP 16"LLP 15"LLP 21"LLP13"WTO 21"LLP 12"ASH 12"WRO11"ASH 15"LLP 10"ASH 13"ASH 15"LLP 14"LLP 12"LLP 12"LLP 12"ASH 15"SGM 11"SGM 16"LLP 17"LLP 16"LLP16"LLP 18"LLP15"LLP 18"LLP 16"LLP 9"MAG 11"MAG 12"MAG 11"MAG 16"MAG 12"CHY 10"WRO11"WTO 10"SGM 22"WRO 11"WRO 10"MAG 9"MAG8"MAG 28"LLP 12"LLP 12"LLP 10"LVO 8"MAG 8"ASH 9"MAG 13"MAG 11"ASH 12"MAG14"SGM 12"MAG10"MAG 9"ASH 11"MAG 14"WRO 14"LLP 13"WRO 8"WRO10"WRO 9"WTO 8"MAG 13"ASH 12"ASH 13"ASH 10"ASH10"ASH 22"LLP 24"LLP15"LLP24"LLP 30"LLP 13"WTO 11"WRO 14"MAG 10"MAG 11"MAG 8"WRO 8"WRO 10"LVO 13"LLP 13"LLP 27"LLP 26"LLP12"LVO 11"MAG 11"WRO 9"MAG 8"WRO 11"WTO 8"SGM 9"SGM 8"SGM 13"MAG 20"LLP 14"LLP 22"LLP 20"LLP 8"MAG14"LLP 13"LLP 16"LLP 25"LLP 16"LLP 16"LLP 12"LLP 15"LLP 12"LLP 38"LLP 12"LLP 9"WTO 41"LLP 9"SGM 8"ASH 10"WRO 9"WRO31"LLP 18"LLP 16"SGM 11"SGM 9"SGM 11"SGM 12"WRO 9"MAG 10"ASH11"ASH 8"ASH 10"ASH 11"ASH 9"ASH10"MAG 9"MAG 12"MAG9"ASH 14"SGM 10"SGM 13"LLP17"LLP 8"WRO9"WTO 13"MAG 8"MAG TWIN8"MAG8"WRO 8"MAG 12"MAG 10"WRO 11"WTO 10"WTO 11"SGM 11"SGM 12"SGM 8"WTO 11"ASH 13"ASH 38"LLP14"LLP 15"SGM 11"ASH 9"ASH 11"MAG 12"MAG 11"MAG8"MAG 37"LLP19"LLP 37"LLP 12"LLP 8"MAG 12"MAG 9"MAG TWIN12"LVO 34"LLP8"MAG 9"MAG 8"MAG 51"LVO 11"MAG 15"LLP 27"LLP 18"LLP26"LLP 14"LLP 8"MAG 8"MAG 10"MAG 8"MAG 18"SGM 14"SGM9"RDM 40"LLP 8"MAG 14"SGM 24"LLP 26"LLP 28"LLP 11"MAG 8"SGM 16"SGM9"SGM11"SGM12"MAG 14"MAG 14"MAG10"MAG 14"LLP 14"LLP 14"LLP 11"SGM 20"SGM 12"SGM 12"SGM 10"SGM 11"LVO 48"WRO 25"MAG 9"MAG 8"MAG 9"SGM 11"RDM 15"LLP 9"SGM 10"MAG12"WRO 8"MAG9"WRO 14"WRO8"WRO 12"SGM 8"SGM 12"WRO30"SGM 12"WRO 8"MAG 13"LLP 16"LLP 12"LLP 12"LLP 21"LLP 40"LLP 30"LLP 27"LVO 9"LVO 9"LVO 12"LLP 20"PEC 16"PEC12"RDM 10"RDM 12"WRO 30"LLP 34"LLP 13"LLP 9"WRO 15"PEC24"SGM 16"SGM 8"PEC 24"LLP 14"LLP 13"LLP 12"LLP 40"LLP 20"LLP 11"SGM 11"SGM8"MAG 24"RDM 8"MAG 8"MAG 18"LLP 42"LLP 12"LLP 8"WRO 20"SGM 9"SGM 11"SGM 17"SGM 26"POP 8"MAG 8"MAG 12"SGM 24"SGM 16"MAG 11"MAG 12"WTC 48"LVO 8"MAG TWIN9"MAG15"WRO 13"MAG11"MAG 12"MAG 10"MAG 10"MAG 12"MAG 8"SGM 16"SGM 38"SGM 14"SGM 19"SGM 11"MAG 10"MAG 10"WRO 17"WRO 14"WRO 14"SGM 9"SGM 14"WRO 12"WRO 11"MAG 16"SGM15"SGM 17"SGM 29"LLP 12"LLP 24"SGM 16"LLP 24"SGM 12"SGM 14"SGM 15"SGM 18"LVO 10"MAG 12"MAG 9"MAG8"MAG 15"LLP 14"LLP14"LLP 12"MAG 9"RDM 14"MAG 13"MAG 15"MAG 17"MAG 18"SGM 15"SGM 14"MAG 10"MAG 24"SGM 18"SGM 12"SGM 12"SGM 14"MAG 19"MAG 14"LLP 13"LLP14"LLP 12"LLP 15"LLP 16"LLP 16"LLP 11"SGM 12"SGM 17"SGM 8"MAG 11"MAG 13"RDM 13"RDM 12"WRO TWIN8"MAG 15"LLP 12"LLP 15"LLP 21"LLP 10"SGM 12"SGM 11"SGM 10"SGM 12"SGM 10"MAG 9"MAG 8"MAG16"MAG8"MAG 8"MAG 11"MAG 12"LLP15"LLP 13"LLP 15"LLP26"LLP 12"LLP 13"LLP 18"LLP 12"LLP 12"LLP 12"RDM 10"MAG 8"MAG 10"MAG 9"MAG 13"MAG 9"SGM 10"SGM 13"LLP 8"MAG 10"MAG 20"LLP 8"WRO 9"WRO 11"WRO 12"SGM9"WRO 8"WRO 8"SGM 8"WRO 11"LVO 8"LVO 15"WRO 9"SGM 14"SGM10"SGM 12"MAG 10"MAG 14"MAG 10"WRO 16"LLP 8"WROCLUSTER 12"WRO 13"WRO 8"SGM 12"SGM 14"SGM 17"SGM 9"SGM 12"WRO 12"WRO 10"WRO TRIPLE10"WRO 15"MAG 11"WRO 13"LVO 12"LLP 10"WRO 12"MAG 9"SGM 11"SGM TWIN9"MAG TWIN10"MAG 27"WRO 12"MAG 9"MAG 23"MAG 13"RDM 9"MAG 12"MAG 8"MAG 8"MAG 9"MAG36"SGM 10"SGM13"SGM 16"SGM 12"WRO 10"MAG8"MAG 10"MAG 11"MAG9"MAG 13"MAG 10"LVO 21"SGM 15"SGM 8"MAG 13"MAG TWIN12"MAG 15"WRO 24"WRO14"WRO 11"MAG 12"RDM 9"MAG 16"WRO13"SGM 40"SGM 16"LLP 13"LLP 15"LLP 13"LLP 14"LLP 14"LLP 14"LLP 12"LLP13"LLP 13"LLP 13"LLP 13"LLP 15"LLP 16"LLP16"LLP 14"LLP 14"LLP 15"LLP 14"LLP 13"LLP 16"LLP 14"LLP14"LLP 15"LLP 13"LLP 12"LLP 16"WRO 26"WRO 13"WRO 13"SGM 24"LVO 13"LLP 13"LLP 13"LLP 13"LLP 14"LLP 12"LLP 12"LLP 12"LLP 12"LLP 12"LLP 12"LLP 12"LLP 12"LLP12"LLP12"LLP 12"LLP 12"LLP 13"LLP 13"LLP 13"LLP 13"LLP 12"LLP 12"LLP 12"LLP 12"LLP 16"LLP 14"LLP 14"LLP 14"LLP 14"LLP 14"LLP 14"LLP 14"LLP 15"LLP 15"LLP 15"LLP 15"LLP 14"LLP 13"LLP 13"LLP 13"LLP 12"LLP 12"LLP 12"LLP 12"LLP 19"LLP15"LLP 35"LLP 15"LLP 24"LLP 24"LLP 22"LLP 15"LLP 13"LLP 13"SGM 11"SGM 14"WRO 13"LLP 8"LVO 8"WRO 9"SGM 9"SGM 8"SGM 10"SGM 11"WRO 9"SGM 10"SGM 8"SGM 11"SGM 14"LLP 16"LLP 11"LLP 12"LLP 15"LLP 11"SGM 10"SGM 14"LLP 23"LVO 28"LVO10"MAG 10"MAG 10"MAG 12"MAG 9"MAG 9"MAG 11"MAG 13"LLP 20"WRO 24"SGM TWIN8"MAG TWIN8"MAG 18"WRO 27"LLP 19"LLP 19"LLP 24"LLP 36"LLP 11"DGW11"DGW CRMCLUSTER 13"HOL 11"SGM 11"SGM 9"MAG 12"WRO 8"SGM 23"LLP 9"MAG 14"LLP 9"MAG 53"LLP 10"WRO 10"WRO 8"ASH 10"MAG 22"LVO 10"TPOP 14"RDM 13"LLP 12"LLP 8"SGM 10"SGM 12"LLP 12"LLP 11"SGM 32"LLP 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN 0 SCALE IN FEET 1"= 150100502550 50 N.C.GRID (NAD83 / NS RS2011) VERTICAL DATUM NAVD88(GEOID 18) EX I S T I N G C O N D I T I O N S A N D DE M O P L A N CE101 ADJACENT PARCEL AND ZONING DATA REF NUMBER OWNERS AND MAILING ADDRESSES CURRENT ZONING JURISDICTION PROJECT BOUNDARY EXISTING PARCEL LEGEND LERAY FRANK A SR MARY DEES 1 1015 GRISSOM RD R-15 WILMINGTON WILMINGTON, NC 28409 PORACZKY HERBERT JOHN KAREN HILL 2 128 HORNDALE DR R-15 WILMINGTON WILMINGTON, NC 28409 MILLARD DAVID K BILLIE J 3 712 DUCK DOWNE CT R-10 WILMINGTON WILMINGTON, NC 28409 MEDLEY JOCELYN M 4 102 COLCHESTER PL R-10 WILMINGTON WILMINGTON, NC 28409 QUALLS SHEILA M ET VIR 5 5424 SHARP ACORN CT R-15 WILMINGTON WILMINGTON, NC 28409 MERCHANT DAVID T NIOMA 6 5425 SHARP ACORN CT R-15 WILMINGTON WILMINGTON, NC 28409 PHILIP REY FRED MELANIE H 7 99 VISTA CIR R-15 WILMINGTON FRANKLIN, NC 28734 TREE TO BE REMOVED 82 . 1 1 ' N 0 9 ° 0 8 ' 3 0 " E 6 3 8 . 6 1 ' S 6 3 ° 2 1 ' 0 2 " E 4 9 8 . 2 3 ' N 46 ° 0 4 ' 1 5 " E 2 0 6 . 0 9 ' ( T I E ) S 80°51'08" E 1 9 0 . 4 8 ' ( T I E ) S 0 6 ° 4 7 ' 3 3 " W 2 2 7 . 7 8 ' S 0 6 ° 2 1 ' 5 1 " W 3 7 2 . 7 2 ' N 6 2 ° 4 9 ' 5 0 " W 8 9 9 . 5 3 ' N 79°58'50 " W 2 0 8 . 9 3 ' ( T I E ) S 0 7 ° 0 1 ' 5 0 " W 91 . 9 5 ' ( T O T A L ) C1 C2 C3 C4 S 6 3 ° 2 2 ' 4 1 " E 1 9 5 . 9 7 ' 9.84' GRIS S O M R O A D - S . R . 1 5 2 0 60' P U B L I C R I G H T - O F - W A Y CO L C H E S T E R P L A C E 60 ' R I G H T - O F - W A Y ( P U B L I C ) PI N E R R O A D - S . R . 1 5 2 1 PU B L I C R I G H T - O F - W A Y V A R I E S SH A R P A C O R N C O U R T 45' R I G H T - O F - W A Y ( P R I V A T E ) GAT L I N W A Y 45' R I G H T - O F - W A Y ( P R I V A T E ) MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 5360, PAGE: 2223 MAP BOOK: 53, PAGE 135 REY F. AND MELANIE H. PHILIP DEED BOOK: 4652, PAGE: 6 WATERFORD SECTION 4 - REVISED MAP BOOK: 19, PAGE: 7 LOT 2 LOT 1 FR A N K A . S R , A N D M A R Y D . L E R A Y DE E D B O O K : 5 6 8 2 , P A G E : 1 1 2 LONG A. JR, PERRY DEED BOOK: 5017, PAGE: 2799 MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 1558, PAGE: 1147 LOT 11 LOT 10 LOT 9 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 CANBY OAKS PERFORMANCE SUBDIVISION MAP BOOK: 66, PAGE: 49-50 HORNSDALE SUBDIVISION MAP BOOK 8, PAGE 71 LOT 13 EIP EIP ECM EIR EIR EIR EIPP EIP EIP RBS RBS RBS RBSRBS OH E OHE OHE OHE OHE O H E O H E O H E O H 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 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 1 10065.83 SQ FT 0.231 ACRES 2 10326.83 SQ FT 0.237 ACRES 3 8494.59 SQ FT 0.195 ACRES 4 7831.94 SQ FT 0.180 ACRES 5 9179.25 SQ FT 0.210 ACRES 6 8808.89 SQ FT 0.202 ACRES 7 7795.25 SQ FT 0.179 ACRES 11 8237.23 SQ FT 0.189 ACRES 12 7844.46 SQ FT 0.180 ACRES 13 7815.35 SQ FT 0.179 ACRES 14 7819.49 SQ FT 0.180 ACRES 15 7801.41 SQ FT 0.179 ACRES 10 9782.18 SQ FT 0.225 ACRES 9 8897.75 SQ FT 0.204 ACRES 8 11495.62 SQ FT 0.264 ACRES 16 7414.03 SQ FT 0.170 ACRES 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+00 5+0 0 5+ 4 8 0+00 1+00 2+00 3+00 4+00 4+79 SS SS SS SS SS SS S S SS S S SS SS SS SS SS SS SS SS 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN PR O P O S E D S I T E P L A N CS101 20' PERFORMANCE BUFFER 35% OPEN SPACE NOTE: 1.ROADS SHALL BE CONSTRUCTED TO TOWN STANDARDS. 2.45' RIGHT OF WAY 3.24' PAVEMENT WIDTH NUMBER OF LOTS MIN. SIZE TOTAL ACREAGE PROPOSED PARCEL INFORMATION PROJECT BOUNDARY PROPOSED PARCEL EXISTING PARCEL OVERHEAD ELECTRIC OHE SETBACK 16 7,400 SQ. FT.276,869 SQ. FT. LEGEND FRONT SETBACK 20' REAR SETBACK 20' SI D E S E T B A C K 5' SI D E S E T B A C K 5' RIGHT-OF-WAY TYPICAL LOT2SCALE: NOT TO SCALE SINGLE FAMIY BUILDING SETBACKS FRONT YARD 20 FT REAR YARD 20 FT SIDE YARD 5 FT SCALE: NOT TO SCALE DRIVE ROADWAY SECTION - CROWNED1 SURFACE: 1 1 2" HMA SURFACE COURSE (NCDOT TYPE S-9-9.5B) 3 2 1 CURB AND GUTTER 2.0' 24.0' PAVEMENT ℄ 2 1 3%3:1 (O R A S S H O W N ) 3% 45.0' ROW PRIME COAT BINDER: 1 2" HMA INTERMEDIATE COURSE (NCDOT TYPE 1-19.0B) 3 12.0' TRAVEL LANE 5' SIDEWALK 0 SCALE IN FEET 1"= 150100502550 50 N.C.GRID (NAD83 / NS RS2011) VERTICAL DATUM NAVD88(GEOID 18) WATER SERVICE TYP. SANITARY SEWER SERVICE TYP. PROPOSED WATER TYP. PROPOSED SANITARY SEWER TYP. WATER W W W W W W W W SANITARY SEWER SS SS SS SS SS SS EXISTING SITE DATA PROJECT NAME:XX APPLICANT/OWNER:XX PARCEL ID:R07612-001-001-000 PROJECT ACREAGE:+/- 6.36 AC (276,869 SF) CURRENT ZONING:R-15 (RESIDENTIAL DISTRICT) PROPOSED USE:PERFORMANCE RESIDENTIAL FLOOD INFORMATION 1.PORTIONS OF THIS SITE ARE LOCATED IN ZONE AE (BFE 12), A SPECIAL FLOOD HAZARD AREA, AS SHOWN ON FEMA FLOOD MAP NO. 3720314400K BEARING AN EFFECTIVE DATE, AUGUST 28, 2018. DEVELOPMENT DATA: MAXIMUM DENSITY:XX MAXIMUM UNITS:XX PROVIDED UNITS:XX PROVIDED DENSITY:XX SETBACKS 1.BUILDINGS ON THE PERIPHERY OF THE DEVELOPMENT SHALL BE SETBACK A MINIMUM OF 20 FT 2.SINGLE FAMILY DWELLINGS SHALL BE SPACED A MINIMUM OF 10 FEET FROM EACH OTHER. SIGNAGE NOTE 1.SIGNAGE TO BE PERMITTED SEPARATELY AND SHALL COMPLY WITH SECTION 5.6 OF THE UDO. TRAFFIC NOTE 1.PROPOSED DEVELOPMENT EXPECTED TO GENERATE LESS THAN 100 PEAK HOUR TRIPS. A TRAFFIC IMPACT ANALYSIS IS NOT REQUIRED. WETLAND NOTE 1.ON SITE WETLANDS ARE UNDER EVALUATION UTILITY NOTE 1.WATER AND SEWER SERVICES TO BE COORDINATED WITH CAPE FEAR PUBLIC UTILITY AUTHORITY. 82 . 1 1 ' N 0 9 ° 0 8 ' 3 0 " E 6 3 8 . 6 1 ' S 6 3 ° 2 1 ' 0 2 " E 4 9 8 . 2 3 ' N 46 ° 0 4 ' 1 5 " E 2 0 6 . 0 9 ' ( T I E ) S 80°51'08" E 1 9 0 . 4 8 ' ( T I E ) S 0 6 ° 4 7 ' 3 3 " W 2 2 7 . 7 8 ' S 0 6 ° 2 1 ' 5 1 " W 3 7 2 . 7 2 ' N 6 2 ° 4 9 ' 5 0 " W 8 9 9 . 5 3 ' N 79°58'50 " W 2 0 8 . 9 3 ' ( T I E ) S 0 7 ° 0 1 ' 5 0 " W 91 . 9 5 ' ( T O T A L ) C1 C2 C3 C4 S 6 3 ° 2 2 ' 4 1 " E 1 9 5 . 9 7 ' 9.84' GRIS S O M R O A D - S . R . 1 5 2 0 60' P U B L I C R I G H T - O F - W A Y CO L C H E S T E R P L A C E 60 ' R I G H T - O F - W A Y ( P U B L I C ) PI N E R R O A D - S . R . 1 5 2 1 PU B L I C R I G H T - O F - W A Y V A R I E S SH A R P A C O R N C O U R T 45' R I G H T - O F - W A Y ( P R I V A T E ) GAT L I N W A Y 45' R I G H T - O F - W A Y ( P R I V A T E ) MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 5360, PAGE: 2223 MAP BOOK: 53, PAGE 135 REY F. AND MELANIE H. PHILIP DEED BOOK: 4652, PAGE: 6 WATERFORD SECTION 4 - REVISED MAP BOOK: 19, PAGE: 7 LOT 2 LOT 1 FR A N K A . S R , A N D M A R Y D . L E R A Y DE E D B O O K : 5 6 8 2 , P A G E : 1 1 2 LONG A. JR, PERRY DEED BOOK: 5017, PAGE: 2799 MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 1558, PAGE: 1147 LOT 11 LOT 10 LOT 9 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 CANBY OAKS PERFORMANCE SUBDIVISION MAP BOOK: 66, PAGE: 49-50 HORNSDALE SUBDIVISION MAP BOOK 8, PAGE 71 LOT 13 EIP EIP ECM EIR EIR EIR EIPP EIP EIP RBS RBS RBS RBSRBS OH E OHE OHE OHE OHE O H E O H E O H E O H E 2 4 . 0 ' 2 0 . 0 ' 2 0 . 0 ' 5.0' 5.0' 72.1' 71.7' 113.0' 74.3' 63.0' 62.6' 62.6' 62.4' 61.1 ' 65. 0 ' 97. 8 ' 81 . 4 ' 65 . 0 ' 87 . 5 ' 81 . 9 ' 6 4 . 9 ' 2 4 . 0 ' 3 3 . 0 ' 3 2 . 0 ' 20 5 . 6 ' 113 . 8 ' 1 10065.83 SQ FT 0.231 ACRES 2 10326.83 SQ FT 0.237 ACRES 3 8494.59 SQ FT 0.195 ACRES 4 7831.94 SQ FT 0.180 ACRES 5 9179.25 SQ FT 0.210 ACRES 6 8808.89 SQ FT 0.202 ACRES 7 7795.25 SQ FT 0.179 ACRES 11 8237.23 SQ FT 0.189 ACRES 12 7844.46 SQ FT 0.180 ACRES 13 7815.35 SQ FT 0.179 ACRES 14 7819.49 SQ FT 0.180 ACRES 15 7801.41 SQ FT 0.179 ACRES 10 9782.18 SQ FT 0.225 ACRES 9 8897.75 SQ FT 0.204 ACRES 8 11495.62 SQ FT 0.264 ACRES 16 7414.03 SQ FT 0.170 ACRES 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+00 5+0 0 5+ 4 8 0+00 1+00 2+00 3+00 4+00 4+79 4 5 . 0 ' 4 5 . 0 ' 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN SI T E D I M E N S I O N P L A N CS102 20' PERFORMANCE BUFFER 35% OPEN SPACE PROJECT BOUNDARY PROPOSED PARCEL EXISTING PARCEL OVERHEAD ELECTRIC OHE SETBACK LEGEND 0 SCALE IN FEET 1"= 150100502550 50 N.C.GRID (NAD83 / NS RS2011) VERTICAL DATUM NAVD88(GEOID 18) 82 . 1 1 ' N 0 9 ° 0 8 ' 3 0 " E 6 3 8 . 6 1 ' S 6 3 ° 2 1 ' 0 2 " E 4 9 8 . 2 3 ' N 46 ° 0 4 ' 1 5 " E 2 0 6 . 0 9 ' ( T I E ) S 80°51'08" E 1 9 0 . 4 8 ' ( T I E ) S 0 6 ° 4 7 ' 3 3 " W 2 2 7 . 7 8 ' S 0 6 ° 2 1 ' 5 1 " W 3 7 2 . 7 2 ' N 6 2 ° 4 9 ' 5 0 " W 8 9 9 . 5 3 ' N 79°58'50 " W 2 0 8 . 9 3 ' ( T I E ) S 0 7 ° 0 1 ' 5 0 " W 91 . 9 5 ' ( T O T A L ) C1 C2 C3 C4 S 6 3 ° 2 2 ' 4 1 " E 1 9 5 . 9 7 ' 9.84' GRIS S O M R O A D - S . R . 1 5 2 0 60' P U B L I C R I G H T - O F - W A Y CO L C H E S T E R P L A C E 60 ' R I G H T - O F - W A Y ( P U B L I C ) PI N E R R O A D - S . R . 1 5 2 1 PU B L I C R I G H T - O F - W A Y V A R I E S SH A R P A C O R N C O U R T 45' R I G H T - O F - W A Y ( P R I V A T E ) GAT L I N W A Y 45' R I G H T - O F - W A Y ( P R I V A T E ) MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 5360, PAGE: 2223 MAP BOOK: 53, PAGE 135 REY F. AND MELANIE H. PHILIP DEED BOOK: 4652, PAGE: 6 WATERFORD SECTION 4 - REVISED MAP BOOK: 19, PAGE: 7 LOT 2 LOT 1 FR A N K A . S R , A N D M A R Y D . L E R A Y DE E D B O O K : 5 6 8 2 , P A G E : 1 1 2 LONG A. JR, PERRY DEED BOOK: 5017, PAGE: 2799 MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 1558, PAGE: 1147 LOT 11 LOT 10 LOT 9 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 CANBY OAKS PERFORMANCE SUBDIVISION MAP BOOK: 66, PAGE: 49-50 HORNSDALE SUBDIVISION MAP BOOK 8, PAGE 71 LOT 13 EIP EIP ECM EIR EIR EIR EIPP EIP EIP RBS RBS RBS RBSRBS OH E OHE OHE OHE OHE O H E O H E O H E O H 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 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 1 10065.83 SQ FT 0.231 ACRES 2 10326.83 SQ FT 0.237 ACRES 3 8494.59 SQ FT 0.195 ACRES 4 7831.94 SQ FT 0.180 ACRES 5 9179.25 SQ FT 0.210 ACRES 6 8808.89 SQ FT 0.202 ACRES 7 7795.25 SQ FT 0.179 ACRES 11 8237.23 SQ FT 0.189 ACRES 12 7844.46 SQ FT 0.180 ACRES 13 7815.35 SQ FT 0.179 ACRES 14 7819.49 SQ FT 0.180 ACRES 15 7801.41 SQ FT 0.179 ACRES 10 9782.18 SQ FT 0.225 ACRES 9 8897.75 SQ FT 0.204 ACRES 8 11495.62 SQ FT 0.264 ACRES 16 7414.03 SQ FT 0.170 ACRES 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+00 5+0 0 5+ 4 8 0+00 1+00 2+00 3+00 4+00 4+79 2 6 ' 26' 25 ' 25 ' 26' 2 6 ' 26' 26' 26' 26 '2 6 ' 2 6 ' 26 ' 26' 26' 26 '24 ' 26' 24'24' 26' 26' 26' 26' 26 ' 2 6 ' 24' SS SS SS SS SS SS S S SS S S SS SS SS SS SS SS SS SS 26' 25' 24 ' 24 ' 25 ' 26 ' 26 ' 26 ' 26 ' 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN SI T E G R A D I N G P L A N CS103 20' PERFORMANCE BUFFER 35% OPEN SPACE 0 SCALE IN FEET 1"= 150100502550 50 N.C.GRID (NAD83 / NS RS2011) VERTICAL DATUM NAVD88(GEOID 18) CUT 1239.28 CU. YD. FILL 861.05 CU. YD EARTHWORKS 26 2 6 25 25 2 5 25 25 2726 24 27 2 6 26 2 6 2 6 26 24 25 26 25 24 24 2 5 25 25 24 O H E O H E O H E O H 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 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 W W W W W W 1 10 0 6 5 . 8 3 S Q F T 0. 2 3 1 A C R E S 2 10 3 2 6 . 8 3 S Q F T 0. 2 3 7 A C R E S 3 84 9 4 . 5 9 S Q F T 0. 1 9 5 A C R E S 4 78 3 1 . 9 4 S Q F T 0. 1 8 0 A C R E S 5 91 7 9 . 2 5 S Q F T 0. 2 1 0 A C R E S 8808.8 9 S Q F T 0.202 A C R E S 7795 . 2 5 S Q F T 0.17 9 A C R E S 11 82 3 7 . 2 3 S Q F T 0. 1 8 9 A C R E S 12 78 4 4 . 4 6 S Q F T 0. 1 8 0 A C R E S 8 11 4 9 5 . 6 2 S Q F T 0. 2 6 4 A C R E S 0+00 1+00 2+00 3+ 0 0 4+ 0 0 0+ 0 0 1+ 0 0 2 6 ' 25' 25' 2 6 ' 26' 2 6 ' 26' 26' 26' 24 ' S S S S S S S S SS SS SS SS SS SS SSSSSSSSSSSSSSSSSS SS SS SS SS SS SS A PROFILE 16 20 24 28 16 20 24 28 0+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 -0.18% -0.39% PVI STA: 2+85.15 PVI ELEV: 25.00 K: 205.56 LVC: 150.00 BVCS: 2+10.15 BVCE: 25.30 EVCS: 3+60.15 EVCE: 25.25 LOW PT. STA: 2+91.04 LOW PT ELEV: 25.14 HIGH PT. STA: ??? HIGH PT ELEV: ??? PVI STA: 0+65.86 PVI ELEV: 25.86 K: 505.39 LVC: 106.36 BVCS: 0+12.68 BVCE: 25.96 EVCS: 1+19.04 EVCE: 25.65 LOW PT. STA: ??? LOW PT ELEV: ??? HIGH PT. STA: 0+12.68 HIGH PT ELEV: 25.96 36.48' of 8" @ -0.44% 151.28' of 8" @ -0.50% 123.15' of 8" @ -0.50% 52.50' of 8" @ -0.50% STRUCTURE - (45) STA:0+37.06 OFF:11.06R RIM:25.69 INV IN:19.99 8" 8.0 inch PVC Pipe INV OUT:22.14 8" 8.0 inch PVC Pipe INV OUT:20.37 8" 8.0 inch PVC Pipe STRUCTURE - (44) STA:1+89.43 OFF:6.00R RIM:25.26 INV IN:18.90 8" 8.0 inch PVC Pipe INV OUT:19.23 8" 8.0 inch PVC Pipe STRUCTURE - (43) STA:3+14.54 OFF:1.37R RIM:25.12 INV IN:17.95 8" 8.0 inch PVC Pipe INV OUT:18.28 8" 8.0 inch PVC Pipe 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN PR O P O S E D A L I G N M E N T A CS201 0 SCALE IN FEET 1"= 6040201020 20' N.C.GRID (NAD83 / NS RS2011) VERTICAL DATUM NAVD88(GEOID 18) PROPOSED SANITARY SEWER TYP. PROPOSED WATER TYP. 26 25 25 25 25 25 2626 2 6 24 25 24 25 26 25 2 5 2 4 2 4 2 5 S 6 3 ° 2 1 ' 0 2 " E 4 9 8 . 2 3 ' SHARP A C O R N C O U R T 45' RIG H T - O F - W A Y ( P R I V A T E ) LO T 1 1 L O T 1 2 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 W W W W W W W W W W W W W W W W W W 1 0 0 6 5 . 8 3 S Q F T 0. 2 3 1 A C R E S 10326.8 3 S Q F T 0.2 3 7 A C R E S 3 8 4 9 4 . 5 9 S Q F T 0. 1 9 5 A C R E S 4 7 8 3 1 . 9 4 S Q F T 0. 1 8 0 A C R E S 5 9 1 7 9 . 2 5 S Q F T 0. 2 1 0 A C R E S 6 8 8 0 8 . 8 9 S Q F T 0. 2 0 2 A C R E S 7 7 7 9 5 . 2 5 S Q F T 0. 1 7 9 A C R E S 1 0 9 7 8 2 . 1 8 S Q F T 0. 2 2 5 A C R E S 9 8 8 9 7 . 7 5 S Q F T 0. 2 0 4 A C R E S 8 1 1 4 9 5 . 6 2 S Q F T 0. 2 6 4 A C R E S 2+0 0 3+00 4+00 5+00 5+48 26 ' 26' 25' 25' 26' 26' 26' 26' S S S S S S S S SS SS SS SSSS SS SS SS SSSS SS SS SS SS SS SS SS SS SS 26' A PROFILE 15 16 20 24 28 15 16 20 24 28 3+75 4+25 4+50 4+75 5+25 79.38' of 8" @ -0.50% STRUCTURE - (40) STA:5+24.29 OFF:7.77R RIM:25.86 INV IN:20.73 8" 8.0 inch PVC Pipe INV OUT:16.37 8" 8.0 inch PVC Pipe STRUCTURE - (41) STA:4+48.13 OFF:9.69R RIM:25.55 INV IN:16.77 8" 8.0 inch PVC Pipe INV OUT:17.10 8" 8.0 inch PVC Pipe 78.58' of 8" @ -0.50% STRUCTURE - (42) STA:3+70.14 OFF:9.79R RIM:25.29 INV IN:17.49 8" 8.0 inch PVC Pipe INV OUT:17.68 8" 8.0 inch PVC Pipe PR O P O S E D A L I G N M E N T B CS202 0 SCALE IN FEET 1"= 6040201020 20' N.C.GRID (NAD83 / NS RS2011) VERTICAL DATUM NAVD88(GEOID 18) 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN PROPOSED SANITARY SEWER TYP. PROPOSED WATER TYP. 27 27 27 27 26 25 25 25 26 26 26 26 2 6 2 6 26 26 26 2 6 26 26 26 26 26 24 25 26 25 24 24 25 25 26 25 24 26 25 26 26 26 2 5 2 5 2 4 25 25 24 2626 26 26 82 . 1 1 ' N 46°0 4 ' 1 5 " E 2 0 6 . 0 9 ' ( T I E ) S 0 7 ° 0 1 ' 5 0 " W 91 . 9 5 ' ( T O T A L ) C1 9.8 4 ' GRISSOM ROAD - S . R . 1 5 2 0 60' PUBLIC RIGHT - O F - W A Y REY F. A N D M E L A N I E H . P H I L I P DEE D B O O K : 4 6 5 2 , P A G E : 6 EC M EIP RB S OHE OHE OHE OHE OHE OHE OHE OHE 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 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 6880 8 . 8 9 S Q F T 0.2 0 2 A C R E S 7779 5 . 2 5 S Q F T 0.17 9 A C R E S 11823 7 . 2 3 S Q F T 0.18 9 A C R E S 12784 4 . 4 6 S Q F T 0.1 8 0 A C R E S 13781 5 . 3 5 S Q F T 0.17 9 A C R E S 14781 9 . 4 9 S Q F T 0.1 8 0 A C R E S 15780 1 . 4 1 S Q F T 0.1 7 9 A C R E S 16741 4 . 0 3 S Q F T 0.1 7 0 A C R E S 0+ 0 0 1+ 0 0 0+00 1+00 2+00 3+00 4+00 4+79 26' 26' 2 6 ' 26' 26' 26' 26' 2 6 ' 26' 26 ' 24' 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 SS SS B PROFILE 15 16 20 24 28 15 16 20 24 28 0+25 0+50 0+75 1+25 1+50 1+75 2+25 2+50 2+75 3+25 3+50 3+75 4+25 4+50 4+75 0.00%-2.00%0.15% 108.79' of 8" @ -0.50% STRUCTURE - (47) STA:0+45.57 OFF:119.52R RIM:25.80 INV IN:20.91 8" 8.0 inch PVC Pipe INV OUT:21.25 8" 8.0 inch PVC Pipe 127.96' of 8" @ -0.50% STRUCTURE - (48) STA:0+68.76 OFF:245.37R RIM:25.99 INV IN:21.89 8" 8.0 inch PVC Pipe INV OUT:22.22 8" 8.0 inch PVC Pipe 191.21' of 8" @ -0.50% STRUCTURE - (49) STA:4+94.26 OFF:335.46R RIM:26.70 INV IN:23.18 8" 8.0 inch PVC Pipe PR O P O S E D A L I G N M E N T B CS202 0 SCALE IN FEET 1"= 6040201020 20' N.C.GRID (NAD83 / NS RS2011) VERTICAL DATUM NAVD88(GEOID 18) 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN PROPOSED SANITARY SEWER TYP. PROPOSED WATER TYP. 82 . 1 1 ' N 0 9 ° 0 8 ' 3 0 " E 6 3 8 . 6 1 ' S 6 3 ° 2 1 ' 0 2 " E 4 9 8 . 2 3 ' N 46 ° 0 4 ' 1 5 " E 2 0 6 . 0 9 ' ( T I E ) S 80°51'08" E 1 9 0 . 4 8 ' ( T I E ) S 0 6 ° 4 7 ' 3 3 " W 2 2 7 . 7 8 ' S 0 6 ° 2 1 ' 5 1 " W 3 7 2 . 7 2 ' N 6 2 ° 4 9 ' 5 0 " W 8 9 9 . 5 3 ' N 79°58'50 " W 2 0 8 . 9 3 ' ( T I E ) S 0 7 ° 0 1 ' 5 0 " W 91 . 9 5 ' ( T O T A L ) C1 C2 C3 C4 S 6 3 ° 2 2 ' 4 1 " E 1 9 5 . 9 7 ' 9.84' GRIS S O M R O A D - S . R . 1 5 2 0 60' P U B L I C R I G H T - O F - W A Y CO L C H E S T E R P L A C E 60 ' R I G H T - O F - W A Y ( P U B L I C ) PI N E R R O A D - S . R . 1 5 2 1 PU B L I C R I G H T - O F - W A Y V A R I E S SH A R P A C O R N C O U R T 45' R I G H T - O F - W A Y ( P R I V A T E ) GAT L I N W A Y 45' R I G H T - O F - W A Y ( P R I V A T E ) MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 5360, PAGE: 2223 MAP BOOK: 53, PAGE 135 REY F. AND MELANIE H. PHILIP DEED BOOK: 4652, PAGE: 6 WATERFORD SECTION 4 - REVISED MAP BOOK: 19, PAGE: 7 LOT 2 LOT 1 FR A N K A . S R , A N D M A R Y D . L E R A Y DE E D B O O K : 5 6 8 2 , P A G E : 1 1 2 LONG A. JR, PERRY DEED BOOK: 5017, PAGE: 2799 MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 1558, PAGE: 1147 LOT 11 LOT 10 LOT 9 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 CANBY OAKS PERFORMANCE SUBDIVISION MAP BOOK: 66, PAGE: 49-50 HORNSDALE SUBDIVISION MAP BOOK 8, PAGE 71 LOT 13 EIP EIP ECM EIR EIR EIR EIPP EIP EIP RBS RBS RBS RBSRBS OH E OHE OHE OHE OHE O H E O H E O H E O H E 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+00 5+0 0 5+ 4 8 0+00 1+00 2+00 3+00 4+00 4+79 SS SS SS SS SS SS S S SS S S SS SS SS SS SS SS SS SS 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 W W W W W W W W W W W W 1 10065.83 SQ FT 0.231 ACRES 2 10326.83 SQ FT 0.237 ACRES 3 8494.59 SQ FT 0.195 ACRES 4 7831.94 SQ FT 0.180 ACRES 5 9179.25 SQ FT 0.210 ACRES 6 8808.89 SQ FT 0.202 ACRES 7 7795.25 SQ FT 0.179 ACRES 11 8237.23 SQ FT 0.189 ACRES 12 7844.46 SQ FT 0.180 ACRES 13 7815.35 SQ FT 0.179 ACRES 14 7819.49 SQ FT 0.180 ACRES 15 7801.41 SQ FT 0.179 ACRES 10 9782.18 SQ FT 0.225 ACRES 9 8897.75 SQ FT 0.204 ACRES 8 11495.62 SQ FT 0.264 ACRES 16 7414.03 SQ FT 0.170 ACRES 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN CU101 0 SCALE IN FEET 1"= 150100502550 50 N.C.GRID (NAD83 / NS RS2011) VERTICAL DATUM NAVD88(GEOID 18) PR O P S E D U T I L I T Y P L A N 82 . 1 1 ' N 0 9 ° 0 8 ' 3 0 " E 6 3 8 . 6 1 ' S 6 3 ° 2 1 ' 0 2 " E 4 9 8 . 2 3 ' N 46 ° 0 4 ' 1 5 " E 2 0 6 . 0 9 ' ( T I E ) S 80°51'08" E 1 9 0 . 4 8 ' ( T I E ) S 0 6 ° 4 7 ' 3 3 " W 2 2 7 . 7 8 ' S 0 6 ° 2 1 ' 5 1 " W 3 7 2 . 7 2 ' N 6 2 ° 4 9 ' 5 0 " W 8 9 9 . 5 3 ' N 79°58'50 " W 2 0 8 . 9 3 ' ( T I E ) S 0 7 ° 0 1 ' 5 0 " W 91 . 9 5 ' ( T O T A L ) C1 C2 C3 C4 S 6 3 ° 2 2 ' 4 1 " E 1 9 5 . 9 7 ' 9.84' GRIS S O M R O A D - S . R . 1 5 2 0 60' P U B L I C R I G H T - O F - W A Y CO L C H E S T E R P L A C E 60 ' R I G H T - O F - W A Y ( P U B L I C ) PI N E R R O A D - S . R . 1 5 2 1 PU B L I C R I G H T - O F - W A Y V A R I E S SH A R P A C O R N C O U R T 45' R I G H T - O F - W A Y ( P R I V A T E ) GAT L I N W A Y 45' R I G H T - O F - W A Y ( P R I V A T E ) MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 5360, PAGE: 2223 MAP BOOK: 53, PAGE 135 REY F. AND MELANIE H. PHILIP DEED BOOK: 4652, PAGE: 6 WATERFORD SECTION 4 - REVISED MAP BOOK: 19, PAGE: 7 LOT 2 LOT 1 FR A N K A . S R , A N D M A R Y D . L E R A Y DE E D B O O K : 5 6 8 2 , P A G E : 1 1 2 LONG A. JR, PERRY DEED BOOK: 5017, PAGE: 2799 MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 1558, PAGE: 1147 LOT 11 LOT 10 LOT 9 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 CANBY OAKS PERFORMANCE SUBDIVISION MAP BOOK: 66, PAGE: 49-50 HORNSDALE SUBDIVISION MAP BOOK 8, PAGE 71 LOT 13 EIP EIP ECM EIR EIR EIR EIPP EIP EIP RBS RBS RBS RBSRBS OH E OHE OHE OHE OHE O H E O H E O H E O H E 0+ 0 0 1+ 0 0 2+ 0 0 3+ 0 0 4+00 5+0 0 5+ 4 8 0+00 1+00 2+00 3+00 4+00 4+79 SS SS SS SS SS SS S S SS S S SS SS SS SS SS SS SS SS 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 W W W W W W W W W W W W 1 10065.83 SQ FT 0.231 ACRES 2 10326.83 SQ FT 0.237 ACRES 3 8494.59 SQ FT 0.195 ACRES 4 7831.94 SQ FT 0.180 ACRES 5 9179.25 SQ FT 0.210 ACRES 6 8808.89 SQ FT 0.202 ACRES 7 7795.25 SQ FT 0.179 ACRES 11 8237.23 SQ FT 0.189 ACRES 12 7844.46 SQ FT 0.180 ACRES 13 7815.35 SQ FT 0.179 ACRES 14 7819.49 SQ FT 0.180 ACRES 15 7801.41 SQ FT 0.179 ACRES 10 9782.18 SQ FT 0.225 ACRES 9 8897.75 SQ FT 0.204 ACRES 8 11495.62 SQ FT 0.264 ACRES 16 7414.03 SQ FT 0.170 ACRES 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN CH102 0 SCALE IN FEET 1"= 150100502550 50 N.C.GRID (NAD83 / NS RS2011) VERTICAL DATUM NAVD88(GEOID 18) PO S T - D E V E L O P M E N T HY D R O L O G Y M A P 26 25 2 5 24 23 23 24 2524 23 23 24 25 26 26 2 5 25 25 25 2 5 26 26 26 26 27 27 27 27 262624 24 25 2524 27 27 27 27 27 26 25 25 25 26 26 26 26 26 2 6 2 6 26 26 26 2 6 26 26 26 26 2 6 24 25 26 25 24 24 25 25 26 25 24 26 25242425262625242425 25 25 24 25 24 25 26 24 25 24 25 23 24 25 24 25 26 26 25 26 2 6 26 25 24 24 25 25 25 24 25 25 24 26 26 26 26 82 . 1 1 ' N 0 9 ° 0 8 ' 3 0 " E 6 3 8 . 6 1 ' S 6 3 ° 2 1 ' 0 2 " E 4 9 8 . 2 3 ' N 46 ° 0 4 ' 1 5 " E 2 0 6 . 0 9 ' ( T I E ) S 80°51'08" E 1 9 0 . 4 8 ' ( T I E ) S 0 6 ° 4 7 ' 3 3 " W 2 2 7 . 7 8 ' S 0 6 ° 2 1 ' 5 1 " W 3 7 2 . 7 2 ' N 6 2 ° 4 9 ' 5 0 " W 8 9 9 . 5 3 ' N 79°58'50 " W 2 0 8 . 9 3 ' ( T I E ) S 0 7 ° 0 1 ' 5 0 " W 91 . 9 5 ' ( T O T A L ) C1 C2 C3 C4 S 6 3 ° 2 2 ' 4 1 " E 1 9 5 . 9 7 ' 9.84' GRIS S O M R O A D - S . R . 1 5 2 0 60' P U B L I C R I G H T - O F - W A Y CO L C H E S T E R P L A C E 60 ' R I G H T - O F - W A Y ( P U B L I C ) PI N E R R O A D - S . R . 1 5 2 1 PU B L I C R I G H T - O F - W A Y V A R I E S SH A R P A C O R N C O U R T 45' R I G H T - O F - W A Y ( P R I V A T E ) GAT L I N W A Y 45' R I G H T - O F - W A Y ( P R I V A T E ) MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 5360, PAGE: 2223 MAP BOOK: 53, PAGE 135 REY F. AND MELANIE H. PHILIP DEED BOOK: 4652, PAGE: 6 WATERFORD SECTION 4 - REVISED MAP BOOK: 19, PAGE: 7 LOT 2 LOT 1 FR A N K A . S R , A N D M A R Y D . L E R A Y DE E D B O O K : 5 6 8 2 , P A G E : 1 1 2 LONG A. JR, PERRY DEED BOOK: 5017, PAGE: 2799 MYRTLE GROVE BAPTIST CHURCH DEED BOOK: 1558, PAGE: 1147 LOT 11 LOT 10 LOT 9 LOT 12 LOT 13 LOT 14 LOT 15 LOT 16 LOT 17 CANBY OAKS PERFORMANCE SUBDIVISION MAP BOOK: 66, PAGE: 49-50 HORNSDALE SUBDIVISION MAP BOOK 8, PAGE 71 LOT 13 EIP EIP ECM EIR EIR EIR EIPP EIP EIP RBS RBS RBS RBSRBS OH E OHE OHE OHE OHE O H E O H E O H E O H E 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN PR E - D E V E L O P M E N T HY D R O L O G Y M A P CH101 ℄ 0 SCALE IN FEET 1"= 150100502550 50 N.C.GRID (NAD83 / NS RS2011) VERTICAL DATUM NAVD88(GEOID 18) 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN DE T A I L S 1 D501 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN DE T A I L S 2 D502 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN DE T A I L S 3 D503 04/02/2025 AS NOTED GR I S S O M R O A D S U B D I V I S I O N 18 2 6 S I R T Y L E R D R . S T E 2 3 0 WI L M I N G T O N , N C 2 8 4 0 5 91 0 - 6 1 7 - 7 8 9 3 NC P E L i c e n s e # : 0 4 5 4 9 3 NC B E L S F i r m L i c e n s e N u m b e r : P - 2 0 0 6 h t t p : / / n i c h o l s e n g p l l c . c o m / NIC H O L S EN G I N E E R I N G , P L L C NOT F O R CON S T R U C T I O N ISS U E D F O R REV I E W ZLN DE T A I L S 3 D503