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2024-05-01 - SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION_v1Know what's below. before you dig.Call PROJECT DATA NAME OF PROJECT: SIDBURY 187/ GORE NEW HANOVER COUNTY, NORTH CAROLINA OWNER: CORBETT PACKAGE CO. AND CORBETT INDUSTRIES WILMINGTON, NC, 28402 DEVELOPER: D.R. HORTON 6752 PARKER FARM DR, SUITE 210 WILMINGTON, NC 28405 PHONE: (910)515-9561 CONTACT: WILL RIDDICK PREPARED BY: MCKIM & CREED, INC 243 NORTH FRONT ST WILMINGTON, NC 28401 PHONE: (910)343-1048 FAX: (910)251-8282 CONTACT: RICHARD A. MOORE, PE EMAIL: RAMOORE@MCKIMCREED.COM COUNTY AND AGENCY CONTACTS A.New Hanover County Planning Planning and Land Use 230 Government Center Drive, Suite 110 Wilmington, NC 28403 (910)798-7165 B.New Hanover County Engineering 230 Government Center Drive, Suite 160 Wilmington, NC 28402-1810 (910) 798-7051 C.New Hanover County Sediment and Erosion Control 230 Government Center Drive, Suite 160 Wilmington, NC 28403 (910) 798-7432 D.Cape Fear Public Utility Authority 235 Government Center Drive Wilmington, NC 28403 (910) 332-6626 SIDBURY R D GORE SITE SIDBURY 187 SITE SIDBURY STATION SIDBURY S T A T I O N GORE TRAC T SIDBURY 18 7 T R A C T INTER S T A T E - 1 4 0 CASITAS DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\8_SHEET_SET_DSTS\C1.22 GENERAL NOTES.DWG ---- 05/01/2024 16:03:35 GENERAL NOTES C1.1 -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION N/A 04245-0063 RCH/ELS RAM RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION CONSTRUCTION NOTES 1.CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY STANDARDS AND SPECIFICATIONS. 2.CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING UTILITIES FROM THE APPROPRIATE PARTIES PRIOR TO CONSTRUCTION. 3.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAGMEN, ETC. AS NECESSARY TO ENSURE SAFETY TO THE PUBLIC. 4.THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS REGARDING PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES AND CONDITIONS WHICH EXIST 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 PHASES. IF THE CONTRACTOR RELIES ON SAID INFORMATION, HE DOES SO AT HIS OWN RISK. THE GIVING OF THE INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR OF HIS OBLIGATIONS TO SUPPORT AND PROTECT ALL PIPES, CONDUITS, TELEPHONE LINES, AND OTHER STRUCTURES, WHETHER ABOVE OR BELOW GRADE. 5.SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT THE CONTRACTOR'S EXPENSE. 6.THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF UNDERGROUND UTILITIES. TEST PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF NECESSARY, SHALL BE COORDINATED WITH THE OWNER. 7.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, PROJECT SPECIFICATIONS, AND LOCAL BUILDING CODES. 8.ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE AND STABILIZED WITH TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL SETTLEMENT SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.) 9.WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER OVER THE PIPES BELOW PROPOSED GRADE UNLESS SHOWN OTHERWISE ON THESE PLANS OR DIRECTED OTHERWISE BY THE ENGINEER. 10.ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET AND ADJUSTED TO FINISHED GRADE. 11.THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH TEMPORARY AND PERMANENT. 12.THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR TO STAKING OUT CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING WITH WORK. 13.ANY PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED SOLELY AT THE CONTRACTOR'S EXPENSE. 14.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PLANS. 15.FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF CURB AND SHALL HAVE A CLEAR SPACE OF 3 FEET FROM ANY PERMANENT STRUCTURE PER CFPUA STANDARDS. 16.ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS 1016 AND 1018 OF THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES. SEE SECTION FOR PLACEMENT AND COMPACTION INFORMATION. 17.THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE PIPE(S). 18.EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING UNDERCUT EXCAVATION SHALL NOT BE USED AS FILL MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL. 19.ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL OF ORGANIC MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL. 20.THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF-SITE SPOIL AREAS FOR DISPOSAL OF EXCESS AND/OR UNSUITABLE MATERIALS AS NECESSARY. OFF-SITE SPOIL AREAS MUST BE SUBMITTED TO THE ENGINEER AND APPLICABLE REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS DESIGNATED AS WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION TO THE ENGINEER THAT NO WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY THE APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF-SITE SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING THE OFF-SITE SPOIL AREAS. ALL COSTS FOR PROCURING AND UTILIZING THE OFF-SITE SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID. UTILITY COMPANY CONTACTS DUKE/PROGRESS ENERGY: SID LIVINGSTON/MARK HATFIELD (910) 452-2777 DUKE ENERGY (TRANSMISSION): BILL WILDER (910) 772-4903 AT&T: JAMES BATSON (910) 452-5300 SPECTRUM: ROBERT JOHN (910) 216-4494 PIEDMONT NATURAL GAS: PAUL GONKA (910) 512-2841 DJ MEDEIROS (910) 431-3233 CAPE FEAR PUBLIC UTILITY AUTHORITY: (910) 332-6550 MATERIALS AND EASEMENT NOTES: 1.ALL 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 HP STORM OR HDPE, 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 PIPE. CARE SHALL BE TAKEN TO PREVENT ANY DISTURBANCE TO THE PIPE OR DAMAGE TO NEWLY MADE JOINTS. THE FILLING OF THE TRENCH SHALL BE CARRIED OUT SIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN SUCH A MANNER THAT INJURIOUS SIDE PRESSURES DO NOT OCCUR. 3.THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE AND OBJECTIONABLE MATERIALS. BEFORE PLACING ANY BACKFILL, ALL RUBBISH, FORM, BLOCKS, WIRES OR OTHER UNSUITABLE MATERIAL SHALL BE REMOVED FROM EXCAVATION. THE BACK-FILLING OVER PIPES SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-FIVE (95) PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST TO A DEPTH OF 12 INCHES BELOW FINISHED GRADE. THE LAST 12 INCHES OF BACKFILL SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-EIGHT (98) PERCENT OF THE MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST. STORM DRAINAGE AND GRADING NOTES 1.IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES REGULATIONS, AND NCDENR REQUIREMENTS, STORMWATER DISCHARGE OUTFALLS SHALL BE INSPECTED BY THE CONTRACTOR. INSPECTIONS SHALL BE PERFORMED BY THE CONTRACTOR AFTER EACH STORM EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLY INSPECTION MINIMUM. NCDENR STANDARD INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH COPIES PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE CONTRACTOR. 2.INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE CONSTRUCTED TO FINAL PROPOSED CONDITION UPON STABILIZATION OF CONTRIBUTING GROUND SURFACES AND REMOVAL OF SEDIMENT FROM STORM PIPES. 3.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN. 4.UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONS NOTED ON PLANS INDICATE FINISHED GRADE OR PAVEMENT SURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE INDICATED. 5.COORDINATION WITH CITY SURVEYOR TO DETERMINE MONUMENTATION IS REQUIRED. NOTE ON PLANS. 6.CONTRACTOR TO COORDINATE WITH CITY OF WILMINGTON CONSTRUCTION INSPECTOR TO ENSURE EDGE OF CATCH BASIN GRATES ALIGN WITH TRAVEL LANE AS REQUIRED. NOTE (G.S. 113A-57 (2)) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. EROSION CONTROL NOTES 1.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE. 2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION OF STATE LAW AND IS SUBJECT TO A FINE. ANY BUILDER THAT ANTICIPATED THE DISTURBANCE OF MORE THAN ONE ACRE WILL BE REQUIRED TO GET AN EROSION CONTROL PERMIT FROM NEW HANOVER COUNTY. 3.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT. 4.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A REPRESENTATIVE OF NEW HANOVER COUNTY. 5.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1. 6.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER, AND OWNER. 7.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, MULCHED, AND TACKED. 8.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR, AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES. 9.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE PRIOR TO ANY RAIN EVENT. FIRE PROTECTION NOTES 1.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 NEW HANOVER COUNTY FIRE DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT NEW HANOVER COUNTY 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 DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 4.ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER. 5.STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY TOP DRESSED WITH 2 INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL FROM PAVEMENT, AS REQUIRED. 6.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (12 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED.  ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 7.INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS. 8.CHECK THE SEDIMENT BASIN EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. 9.INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT. CLEAR THE 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 DAMAGE. REPAIR OR REPLACE RIPRAP AS REQUIRED TO MAINTAIN EFFECTIVENESS. CONTROL WEED AND BRUSH GROWTH AS NEEDED. 16.IF PROPOSED STORMWATER CONTROL MEASURES ARE USED AS SEDIMENT BASINS DURING CONSTRUCTION, THEN PRIOR TO SCM CERTIFICATION THE CONTRACTOR SHALL CLEAN THE SEDIMENT FROM THE SCM, INSTALL FOREBAY BERM, INSTALL EMERGENCY OUTFALL MEASURES, AND GENERALLY BRING THE SCM INTO COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND NCDEQ RULES AND REGULATIONS. 17.INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIKE. CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION. WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL SURFACE. DEMOLITION NOTES 1.THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD DEMOLITION CONDITIONS. 2.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED DEBRIS ASSOCIATED WITH THE PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS. 3.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE WORK, INCLUDING BUT NOT LIMITED TO DEMOLITION AND CONSTRUCTION ACTIVITIES, SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS. 4.THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO BEGINNING ANY DEMOLITION. CONTRACTOR SHALL CONTACT NC ONE CALL AT LEAST 72 HOURS PRIOR TO BEGINNING CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED. 5.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON FIELD SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S REPRESENTATIVE AND ENGINEER IMMEDIATELY. 6.THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING AND ABANDONING ALL EXISTING UTILITIES WITH THE OWNER UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND ASSOCIATED PIPING, ETC. NOT IN USE ON THE SITE SHALL BE PROPERLY ABANDONED AND REMOVED AS REQUIRED. COORDINATE WITH THE OWNER. 7.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT REMAIN IN SERVICE DURING DEMOLITION. 8.THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES ON AND OFF SITE IN ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS RESPONSIBLE FOR PROVIDING THE PERMANENT STABILIZATION MEASURES AND THE TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING DEMOLITION AND CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE INSPECTION WITH THE OWNER AND ENGINEER PRIOR TO PROJECT CLOSEOUT. 9.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING THE ENGINEER FOR THE REQUIRED INSPECTIONS ON THE PROJECT. 10.WETLANDS DO EXIST ON SITE. WETLANDS WILL NOT BE DISTURBED DURING CONSTRUCTION OF THIS PROJECT. UTILITY NOTES 1.SCHEDULE A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY 48 HOURS PRIOR TO CONSTRUCTION OF WATER AND SEWER LINES. 2.WATER AND SANITARY SEWER UTILITY MAINS ARE PRIVATE BEYOND THE PUBLIC STREET RIGHT-OF-WAY. 3.THIS PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND NCDENR HAS ISSUED THE "FINAL APPROVAL". 4.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO CFPUA AND APPROVED BY USCFCCCHR OR ASSE. 5.BACKFLOW PREVENTION AND METERS WILL BE PROVIDED FOR BOTH FIRE LINES (RPDA) AND DOMESTIC SERVICE (RPZ). FIRE LINE BACKFLOW PREVENTER AND DOMESTIC SERVICE BACKFLOW PREVENTER WILL BE LOCATED AS SHOWN ON THE UTILITY PLANS. INSTALLER OF BACKFLOW PREVENTERS MUST CONTACT CFPUA PRIOR TO INSTALLING UNITS TO GIVE CFPUA THE OPTION TO VERIFY INSTALLATION PROCEDURES. 5.1.REDUCED PRESSURE PRINCIPLE ASSEMBLY FOR DOMESTIC WATER SERVICE 5.2.REDUCE PRESSURE DETECTOR ASSEMBLY WILL BE UTILIZED FOR THE BACKFLOW PREVENTER ON THE FIRE SERVICE. 6.IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 7.WATER: 1.5" AND 2" PVC SERVICES SHALL BE CONSTRUCTED USING ASTM D2241, IPS, GASKETED PIPE, SDR 21. 4"-12" PVC MAINS AND SERVICES SHALL BE CONSTRUCTED USING AWWA C-900 PVC, CL235 (DR-18). REQUIREMENTS OF AWWA C900 ELASOMERIC PUSH-ON JOINTS. 8.SANITARY SEWER: FOR PIPE SIZES 4" AND 6" PIPE SHALL BE SCH 40 CONFORMING TO THE REQUIREMENTS OF ASTM D1785 WITH SOLVENT WELD JOINTS CONFORMING TO ASTM D2672. FOR PIPE SIZES 8" THROUGH 12", PIPE SHALL BE CLASS 150, DR18 CONFORMING TO THE REQUIREMENTS OF AWWA C900 WITH ELASTOMERIC PUSH-ON JOINTS CONFORMING TO ASTM D3212 OR ASTM D3139. 9.WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY PUBLIC WATER SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDENR. 10.WATERLINE TRACER WIRE: SEE CFPUA DETAIL WD-17. 11.SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER SERVICE TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS. 12.MAXIMUM BENDING RADIUS FOR 8" C-900 PVC WATER MAIN BENDS IS 380' (ONE-HALF MANUFACTURER'S RECOMMENDED ALLOWABLE LONGITUDINAL BENDING). 13.UNDERGROUND UTILITIES: ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE SUCH PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER. UNDERGROUND TERMINAL FACILITIES FOR STREET LIGHTING ALONG THE PUBLIC STREETS ABUTTING THE SUBJECT SITE SHALL BE INSTALLED BY THE DEVELOPER. 14.MINIMUM OF 36" COVERAGE ABOVE ALL WATERMAINS. 15.MINIMUM OF 36" VERTICAL SEPARATION BETWEEN WATERLINES AND STORMDRAIN CURB INLETS 16.A VARIANCE IS NOT ANTICIPATED FROM ANY NORTH CAROLINA DIVISION OF WATER QUALITY (DWQ) REQUIREMENT. 17.PLANS ARE IN COMPLIANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY TECHNICAL STANDARDS AND SPECIFICATIONS. 18.STREET LIGHT LOCATIONS TO BE DESIGNED BY DUKE ENERGY. RELATION OF WATER MAINS TO SANITARY SEWERS: 1.LATERAL SEPARATION OF SANITARY SEWERS AND WATER MAINS: WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE: 1.1.THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR 1.2.THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE THE TOP OF THE SEWER. 2.CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 24 INCHES ABOVE THE TOP OF THE SEWER MAIN. UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. 3.CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. 4.CROSSING A SEWER MAIN/WATER MAIN OVER OR UNDER A STORM DRAIN: WHENEVER IT IS NECESSARY FOR A SEWER MAIN/WATER MAIN TO CROSS A STORM DRAIN PIPE, THE SEWER MAIN/WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER MAIN/WATER MAIN NEAREST TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 24 INCH CLEAR SEPARATION DISTANCE HORIZONTAL, OR THE SEWER MAIN/WATER MAIN SHALL EITHER BE CONSTRUCTED OF DUCTILE IRON PIPE OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET ON EITHER SIDE OF THE CROSSING. CONSTRUCTION SEQUENCE: 1.OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY. 2.HOLD A PRE-CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR. 3.INSTALL GRAVEL CONSTRUCTION ENTRANCE, COMMENCE CLEARING AND ROUGH GRADING OPERATIONS TO ESTABLISH TEMPORARY DIVERSION DITCHES, AND SEDIMENT BASINS. 4.ROUGH GRADE ROADWAY AND SITE. 5.INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES. 6.CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER). 7.PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL UNDERGROUND UTILITIES AND PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE STABILIZED WITH TEMPORARY VEGETATIVE COVER. 8.STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED. 9.ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND RESTORE TO ORIGINAL DIMENSIONS. TREE PROTECTION NOTES 1.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 2.NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDE THE PROJECT BOUNDARY SHOWN ON THE PLANS, UNLESS OTHERWISE NOTED. TREE PROTECTION FENCING IS SHOWN OUTSIDE OF PROJECT BOUNDARY FOR PROTECTION OF EXISTING TREES IN CLOSE PROXIMITY TO PROPOSED CONSTRUCTION. 3.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AND CONTRACTOR SHALL RECEIVE ADEQUATE INSTRUCTIONS ON TREE PROTECTION METHODS. 4.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. 5.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. 6.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS. 7.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD AND ANY TREES IN ANY REQUIRED BUFFERS SHALL BE RETAINED [62.1-3(1) (A) & (B)]. CAPE FEAR PUBLIC UTILITY AUTHORITY CONSTRUCTION PROCEDURE: 1.THE DESIGN ENGINEERING SHALL SUBMIT 3 SETS OF FINAL DESIGN PLANS AND APPROVED SPECIFICATIONS PRIOR TO SCHEDULING THE PRE-CONSTRUCTION MEETING. 2.SUBMITTALS FOR MATERIALS SHOULD BE MADE IN ACCORDANCE WITH CFPUA SPECIFICATION SECTION 01340. MATERIAL SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL PHYSICAL ASSETS TO ENSURE THEY COMPLY WITH CFPUA TECHNICAL SPECIFICATIONS AND DETAILS. THESE SUBMITTALS ARE PROJECT-SPECIFIC, AND MUST INCLUDE OR HIGHLIGHT ONLY THE SPECIFIC MATERIALS TO BE USED IN THE PROJECT. THE SUBMITTAL APPROVAL PROCESS IS GENERALLY AS FOLLOWS: MATERIAL VENDOR FURNISHES SUBMITTALS TO THE CONTRACTOR BASED ON THE PROJECT REQUIREMENTS. CONTRACTOR REVIEWS THE SUBMITTALS FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DRAWINGS, CFPUA TECHNICAL SPECIFICATIONS AND DETAILS, AND FORWARDS TO THE DEVELOPER’S ENGINEER-OF-RECORD WHEN COMPLETE. THE DEVELOPER'S ENGINEER-OF-RECORD VERIFIES COMPLIANCE, STAMPS AND SIGNS THE SUBMITTAL, AND FORWARDS THE PACKAGE TO THE CFPUA CONSTRUCTION MANAGER. IF IT IS DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE ENGINEER SHALL RETURN IT TO THE CONTRACTOR FOR CORRECTION AND RESUBMISSION AS NOTED ABOVE. CFPUA’S CONSTRUCTION MANAGER REVIEWS THE SUBMITTAL FROM THE DEVELOPER’S ENGINEER-OF-RECORD, VERIFIES COMPLIANCE, AND NOTIFIES THE ENGINEER THAT THE MATERIALS ARE APPROVED FOR CONSTRUCTION. IF IT IS DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE SUBMITTAL WILL BE RETURNED TO THE ENGINEER FOR CORRECTION AND RESUBMISSION AS NOTED ABOVE. 3.ANY REQUEST FOR DEVIATIONS FROM THE STAMPED DRAWINGS AND MATERIAL SUBMITTALS MUST BE SUBMITTED TO THE CFPUA CONSTRUCTION MANAGER. THE DEVIATION WILL BE REVIEWED BY CFPUA STAFF. THE ENGINEER, CONTRACTOR AND CFPUA INSPECTOR WILL BE NOTIFIED IF IT IS APPROVED, NEEDS TO BE REVISED AND RESUBMITTED OR REJECTED. ANY CHANGES TO THE STAMPED CONSTRUCTION DOCUMENTS MADE IN THE FIELD BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER OF RECORD AND CFPUA CONSTRUCTION MANAGER. THE CFPUA INSPECTOR CANNOT APPROVE MAJOR CHANGES FROM THE STAMPED CONSTRUCTION DOCUMENTS. 4.THE CFPUA INSPECTOR SHALL BE NOTIFIED WHEN ANY MATERIAL IS DELIVERED TO THE JOB SITE. THE CFPUA INSPECTOR WILL VERIFY THAT ALL MATERIALS MEET CFPUA SPECIFICATIONS, DETAILS, AND/OR APPROVED SUBMITTAL. THE CFPUA INSPECTOR WILL NOTIFY THE CONTRACTOR AND THE CFPUA CONSTRUCTION MANAGER OF ANY UNAPPROVED MATERIAL, AND THAT THE UNAPPROVED MATERIAL MUST BE REMOVED FROM THE PROJECT SITE. 5.CONTRACTOR SHALL GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING TO THE ASSIGNED CFPUA INSPECTOR FOR EACH OF THE FOLLOWING: -OPERATING A CFPUA VALVE (INCLUDES TAPPING VALVES) -WHEN BEGINNING CONSTRUCTION AND IF THE CONTRACTOR PULLS OFF THE SITE -LAYING OUT OF ANY CONNECTION IN EXISTING MANHOLE -CUTTING IN ANY NEW MANHOLES ON EXISTING LINES -CORING ANY MANHOLES -CONNECTING TO AN EXISTING SEWER FORCE MAINS -CONNECTING ONTO EXISTING WATER LINES -ANY BORES AND THREADING CARRIER PIPES -ALL CAMERA WORK, TESTING, CHLORINATION AND WATER SAMPLING -ALL TESTING CAPE FEAR PUBLIC UTILITY AUTHORITY TESTING PROCEDURE: 1.ALL STRUCTURES, PRESSURE PIPING AND GRAVITY SEWER PIPING SHALL BE TESTED BY THE CONTRACTOR AS SPECIFIED IN THE CFPUA SPECIFICATIONS IN ACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY THE CFPUA INSPECTOR. ALL TESTING MUST BE CONDUCTED IN THE PRESENCE OF THE CFPUA INSPECTOR. THE CONTRACTOR IS TO GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING, TO THE ASSIGNED CFPUA INSPECTOR FOR ALL TESTING. 2.ALL PRESSURE PIPE LINES MUST BE SUBJECTED TO HYDROSTATIC TESTING IN ACCORDANCE WITH THE APPROPRIATE CFPUA SPECIFICATION. THESE PIPE LINES SHALL BE TESTED TO 150 PSI FOR A PERIOD OF TWO (2) HOURS. IF THE PRESSURE DROPS MORE THAN THREE (3) PSI, THE TEST FAILS. REFER TO THE APPROPRIATE CFPUA SPECIFICATION FOR MORE INFORMATION ON THE PROCEDURE. 3.ALL WATER MAINS AND SERVICES MUST BE FLUSHED, CHLORINATED AND SAMPLED IN ACCORDANCE WITH THE CFPUA SPECIFICATION 02660 AND AS DIRECTED BY THE CFPUA INSPECTOR. 4.SEWER LINE SEGMENT TESTING: EACH SEWER LINE SEGMENT (THE SEWER MAIN BETWEEN MANHOLES) SHALL BE TESTED: THIRTY (30) DAYS AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL SEWER LINE SEGMENTS AND ALL SERVICES SHALL BE CAMERA INSPECTED AND VIDEO RECORDED. THE CFPUA INSPECTOR WILL REVIEW THE VIDEO RECORDING FOR ACCEPTANCE. AS AN ALTERNATIVE TO WAITING THIRTY (30) DAYS TO PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM, THE CFPUA MAY ACCEPT CERTIFICATION FROM A SOIL TESTING FIR VERIFYING THAT THE BACKFILL OF THE TRENCH HAS BEEN COMPACTED TO AT LEAST 95% MAXIMUM DENSITY. AFTER TWO (2) PAPER COPIES OF THE AS-BUILTS HAVE BEEN SUBMITTED TO THE CFPUA INSPECTOR. AFTER GRAVEL HAS BEEN INSTALLED ON ALL ROADWAYS. 5.VIDEO INSPECTION TESTING: THE CONTRACTOR SHALL PROVIDE A DVD(S) OF EACH SEWER LINE SEGMENT AND SERVICE LINE TO ENSURE THAT THE LINES MEET MINIMUM STANDARDS. THE DVD(S) WILL BE REVIEWED IN THE ORDER THEY ARE RECEIVED. THE TYPICAL REVIEW TIME IS GENERALLY TEN (10) TO FIFTEEN (15) BUSINESS DAYS BUT WILL DEPEND ON THE COMPLEXITY OF THE PROJECT, SIZE, QUALITY OF THE DVD(S), ETC. THE MAIN LINE CAMERA INSPECTION MUST HAVE PROJECT NAME, FOOTAGES, MANHOLE NUMBERS, AND DATES OF INSPECTION. THE SERVICE LINE CAMERA INSPECTION MUST INCLUDE PROJECT NAME, FOOTAGES, ADDRESS AND/OR LOT NUMBER, AND DATE OF INSPECTION.THE CAMERA INSPECTION MUST SHOW THE FULL DIAMETER OF THE PIPE. THE CAMERA INSPECTION MUST BE PERFORMED UPON COMPLETION OF CLEANING AND POTABLE WATER INTRODUCED INTO THE SYSTEM TO BE TESTED. ALL DEFECTS IN THE PIPELINE AND APPURTENANCES SHALL BE REMEDIED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CFPUA AND WILL BE RE-INSPECTED AS OUTLINED ABOVE. 6.TWO (2) SETS OF AS-BUILT RECORD DRAWINGS SHALL BE PROVIDED IN ACCORDANCE WITH CFPUA SPECIFICATION SECTION 01720 FOR REVIEW.18.DITCHES BEHIND DITCH PLUGS ARE INTENDED TO BE BACKFILLED IMMEDIATELY UPON INSTALLATION AND 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. 19.SILT FENCE OUTLETS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACH RAIN EVENT. MAKE ANY 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. 20.NO CLASS IV SOILS ACCORDING TO NHC SOILS REPORT. 21.NO SPECIAL FLOOD HAZARD AREAS. 22.ALL COMMON AREAS ARE TO BE MAINTAINED BY HOME OWNER ASSOCIATION. LEGEND AND NOTES1 N/A 05/01/24 1024640.17CK _ 21002 MCI 0.5"IRS 1024740.54CK _ 21003 MCI 0.5" IRS 1024840.54CK _ 21004 MCI 0.5" IRS 1033442.64TOPB1 B 1033539.70TOPB1 1033637.00TOEB11033736.73CLD1033836.83TOEB 1033940.02TOPB 1034038.83TOPB11034140.33TOPB 1034236.35CLD 1034338.72TOPB1 1034438.89TOPB11034537.56CLD1034637.98TOEB11034737.80TOEB 1034840.61TOPB 1035239.98TOPB11035337.79TOEB11035437.67TOEB1035544.06TOPB 1035634.60TOPB11035737.82TOEB11035837.90TOEB 1035939.76TOPB 1036039.41TOPB11036137.41TOEB11036237.73TOEB 1036339.22TOPB 1036939.88TOPB B1037036.48TOEB B1037136.32TOEB21037240.38TOPB2 1037340.29TOPB2 1037436.93TOEB2 ERB#4BADLY DISTURBED EX. DIRT ROAD EX. DIRT ROAD EX. TREELINE EX. TREELINE EX. DITCH (TYP.) EX. DITCH (TYP.) N/F PARCEL ID: R01900-002-009-000 RMP SIDBURY ROAD LLC DEED BOOK 5617 PAGE 442 MAP BOOK 20 PAGE 89 ZONING: R-15 N/F PARCEL ID: R01900-002-005-000 NC DEPT OF TRANSPORTATION ZONING: R-15 N/F PARCEL ID: R01900-002-003-000 CORBETT PACKAGE CO ZONING: R-15 N/F PARCEL ID: 01900-002-004-000 RMP SIDBURY ROAD LLC DEED BOOK 5617 PAGE 442 MAP BOOK 15 PAGE 27 ZONING: R-15 N/F PARCEL ID: R01900-002-002-000 MCCORMICK JOHN ZONING: R-15 N/F PARCEL ID: R01900-002-001-000 FAITH COMMUNITY METHODIST CHURCH INC ZONING: R-15 N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15 N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15N/F PARCEL ID: 01900-002-018-000 NC DEPT OF TRANSPORTATION ZONING: R-15 INTE R S T A T E - 1 4 0 N/F PARCEL ID: R01900-002-017-000 NC DEPT OF TRANSPORTATION ZONING: R-15 EX. DIRT ROAD EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. WETLANDS (TYP.) EX. SIDBUR Y R D . (100' R.O.W . ) PROJECT BOUNDARY PROJECT BOUNDARY PROJECT BOUNDARY PROJECT BOUNDARY N89°59'16"E 807.39' S89°52'24"E 507.70' S0 0 ° 1 7 ' 1 5 " W 5 3 4 . 0 8 ' S0 0 ° 5 3 ' 3 9 " W 9 8 6 . 8 9 ' S87°12'05"E 1036.47' S0 1 ° 2 3 ' 0 8 " W 1 5 1 8 . 0 0 ' N89°59'25"E 329.88' S46° 2 0 ' 3 0 " W 2 4 4 3 . 4 1 ' S01°31'06"E 110.22' N5 6 ° 5 0 ' 2 0 " W 6 8 3 . 6 5 ' N67° 5 9 ' 3 1 " W 2 0 7 6 . 0 9 ' N0 6 ° 2 2 ' 4 6 " E 1 5 7 0 . 6 9 ' N 1 7 ° 1 8 ' 0 0 " W 1 7 5 4 . 1 1 ' N75°52'22"E 2 0 4 5 . 4 8 ' S83°55'53"E 4255.6 7 ' S0 7 ° 0 4 ' 3 2 " W 39 4 . 6 1 ' S 2 1 ° 1 3 ' 5 5 " E 5 9 4 . 9 0 ' S 2 7 ° 0 5 ' 1 7 " E 4 7 3 . 5 6 ' S 2 7 ° 0 5 ' 1 7 " E 1 2 2 0 . 4 2 ' S53°4 4 ' 5 9 " W 6 2 8 . 4 7 ' S67°42' 3 8 " W 3 7 5 . 9 1 ' N67°5 4 ' 5 5 " W 8 9 4 . 7 7 ' N67°5 3 ' 5 8 " W 1 1 4 8 . 3 3 ' N0 1 ° 2 7 ' 4 2 " W 2 0 0 3 . 6 3 ' N0 2 ° 1 5 ' 5 5 " W 7 9 3 . 1 4 ' N0 4 ° 4 5 ' 5 7 " W 1 2 5 1 . 1 0 ' N76°38'16"E 85.33'N55°19'19"W 101.62' N09°46'53"W 173.10' 25' WETLAND SETBACK (TYP.) EX. DITCH (TYP.) SCALE: 1" = 400'EXISTING CONDITIONS1 0 SCALE 1" = 400' 800400400 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G007_042450063.DWG ---- 05/01/2024 16:03:55 EXISTING CONDITIONS C2.0 -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION 1" = 400' N/A 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION DEED BOOK 2 1 9 9 P A G E 9 2 N/F PARCEL ID: R01900-002-005-000 NC DEPT OF TRANSPORTATION ZONING: R-15 N/F PARCEL ID: R01900-002-003-000 CORBETT PACKAGE CO ZONING: R-15 N/F PARCEL ID: R01900-002-002-000 MCCORMICK JOHN ZONING: R-15 N/F PARCEL ID: R01900-002-001-000 FAITH COMMUNITY METHODIST CHURCH INC ZONING: R-15 N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15 N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15 N/F PARCEL ID: 01900-002-018-000 NC DEPT OF TRANSPORTATION ZONING: R-15 INTE R S T A T E - 1 4 0 E D N A B U C K D R I V E 6 0 ' R I G H T O F W A Y SIDBURY R O A D 100' PUBLIC R I G H T O F W A Y N/F PARCEL ID: R01900-002-017-000 NC DEPT OF TRANSPORTATION ZONING: R-15 ERB#4BADLY DISTURBEDERB#4BADLY DISTURBED CIRCULAR PLOT CENTER TYP. (SEE NOTE 5 THIS SHEET) CIRCULAR PLOT CENTER TYP. (SEE NOTE 5 THIS SHEET) SCALE: NTSLEGEND AND NOTES1SCALE: 1" = 400'OVERALL SITE PLAN2 0 SCALE 1" = 400' 800400400 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C2.2 - TREE REMOVAL PLAN.DWG ---- 05/01/2024 16:04:14 C2.2 1" = 400' N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SIDBURY STATION SIDBURY 187 CASITAS 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION LEGEND RBC TREE LEGEND 18 TREE REMOVAL PLAN 1.A TREE REMOVAL PERMIT WILL BE OBTAINED IN ACCORDANCE WITH SECTION 10.3.9, TREE REMOVAL PERMIT. 2.TREE INVENTORY IS UNDERWAY AND WILL BE COMPLETED FOLLOWING THE "PLOT SAMPLING METHODOLOGY FOR TREE INVENTORY" OUTLINED IN THE NEW HANOVER COUNTY TREE AND LANDSCAPING MANUAL. 3.REGULATED TREES WILL BE IDENTIFIED AND REPLACEMENT CALCULATIONS WILL BE PROVIDED AS REQUIRED ACCORDING TO THE NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE SECTION 5.3, TREE RETENTION. 4.PRELIMINARY REPORT INFORMATION IDENTIFIES THE EXISTING FOREST TYPE AS A NATURAL PINE FLAT. 5.PLOT CENTERS ARE 0.10 ACRE CIRCULAR SAMPLE PLOTS TAKEN AT THE CENTER OF 1.0 ACRE BLOCKS DIVIDED ACROSS THE SIDBURY I87 TRACT. WETLANDS GORE TRACT TREE REMOVAL PLAN GORE TRACT *PRESENTLY UNDERGOING TREE SURVEY UTILIZING THE PLOT SAMPLING METHODOLOGY *PRESENTLY UNDERGOING TREE SURVEY UTILIZING THE PLOT SAMPLING METHODOLOGY N/FPARCEL ID: R01900-002-009-000 RMP SIDBURY ROAD LLC DEED BOOK 5617 PAGE 442MAP BOOK 20 PAGE 89 ZONING: R-15 N/FPARCEL ID:R01900-002-008-006 DEAN, LINDSAY ZONING: R-15 N/FPARCEL ID: 01900-002-018-000 NC DEPT OF TRANSPORTATION ZONING: R-15 N/F PARCEL ID: R01900-002-008-001JACK L. JAMES & ELIZABETH I. JAMES ZONING: R-15 N/F PARCEL ID: R01914-002-003-000CRUSE, TERRY L. & JACQUELINE K. ZONING: R-15 N/F PARCEL ID: R01900-002-005-000 NC DEPT OF TRANSPORTATIONZONING: R-15 N/FPARCEL ID: R01900-001-008-000 FORMYDUVAL PAUL M MARTHA J ZONING: R-15 N/F PARCEL ID: R01900-001-010-019DAVIS JAMES L JR LINDA R ZONING: R-15 N/F PARCEL ID: R01900-001-010-018BUCKLEY THOMAS NZONING: R-15 N/F WHITE OAK PLANTATION C/A PRIVATE ROAD PARCEL ID: R01900-001-021-000BUCK WILLIAM A EDNA HZONING: R-15 N/F PARCEL ID: R01900-001-010-017RANSOM GERALDINE BZONING: R-15 N/F PARCEL ID: R01900-001-010-016 RANSOM GERALDINE B ZONING: R-15 N/F PARCEL ID: R01900-001-010-015FINCH MARY CZONING: R-15 N/F PARCEL ID: R01900-001-010-014 ROACH PAMELA FZONING: R-15 N/F PARCEL ID: R01900-001-010-013 AMERICAN IRA LLC FBO ZONING: R-15 N/F PARCEL ID: R01900-001-010-012 AMERICAN IRA LLC FBO ZONING: R-15 N/F PARCEL ID: R01900-001-010-011ST JOHN NICHOLAS ANNA ZONING: R-15 N/F PARCEL ID: R01900-001-010-002 COHAN JASON ERIN ZONING: R-15 N/FPARCEL ID: R01200-002-003-000SIDBURY LAND & TIMBER LLC ZONING: R-15 N/F PARCEL ID: R01900-001-011-000 HARBOWY HELEN C ETALZONING: R-15 N/F PARCEL ID: R01900-002-003-000 CORBETT PACKAGE COZONING: R-15 N/F PARCEL ID: R01900-001-010-003 COHAN JASON ERIN ZONING: R-15 N/F PARCEL ID: R01900-001-010-004 NORRIS DON W FRANCES M ZONING: R-15N/F PARCEL ID: R01900-001-010-005 NORRIS DON W FRANCES M ZONING: R-15 N/F PARCEL ID: R01900-001-010-006 STEED PERRY C ELIZABETH ZONING: R-15 N/F PARCEL ID: R01900-001-010-008 FUTCH KENNETH WAYNE ZONING: R-15 N/F PARCEL ID: R01900-001-010-009 ST JOHN NICHOLAS ZONING: R-15 N/F PARCEL ID: R01900-001-010-010 ST JOHN NICHOLAS ANNA ZONING: R-15 ED N A B U C K D R I V E 6 0 ' R I G H T O F W A Y SIDBURY RO A D 100' PUBLIC R I G H T O F W A Y N/F PARCEL ID: R01900-001-010-007 FUTCH KENNETH WAYNE ZONING: R-15 BU C K D R I V E 60 ' R I G H T O F W A Y N/FPARCEL ID: 01900-002-004-000 RMP SIDBURY ROAD LLC DEED BOOK 5617 PAGE 442MAP BOOK 15 PAGE 27 ZONING: R-15 N/F PARCEL ID: R01900-002-002-000 MCCORMICK JOHN ZONING: R-15 N/F PARCEL ID: R01900-002-001-000FAITH COMMUNITY METHODIST CHURCH INC ZONING: R-15 N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLCZONING: R-15 N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15N/F PARCEL ID: 01900-002-018-000 NC DEPT OF TRANSPORTATIONZONING: R-15 INTE R S T A T E - 1 4 0 SIDBURY STATION SIDBURY STATION N/F PARCEL ID: R01900-002-017-000NC DEPT OF TRANSPORTATION ZONING: R-15 UNINCORPORATED (NEW HANOVER COUNTY) N/F PARCEL ID: R01900-002-019-000 NC DEPT OF TRANSPORTATION ZONING: R-15 PORTION OF PARENT TRACK TO BE SUBDIVIDED OUT OF SIDBURY187 PARCEL ADJACENT PROPERTY OWNERS C2.3 1" = 500' N/A 0 SCALE 1" = 500' 1000'500'500' SCALE: 1" = 500'ADJACENT PROPERTY OWNERS1 PERFORMANCE RESIDENTIAL SUBDIVISION -- GORE TRACT SIDBURY 187 TRACT DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G002.DWG ---- 05/01/2024 16:04:21 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: R01900-002-005-000 NC DEPT OF TRANSPORTATION ZONING: R-15 N/F PARCEL ID: R01900-002-003-000 CORBETT PACKAGE CO ZONING: R-15 N/F PARCEL ID: R01900-002-002-000 MCCORMICK JOHN ZONING: R-15 N/F PARCEL ID: R01900-002-001-000 FAITH COMMUNITY METHODIST CHURCH INC ZONING: R-15 N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15 N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15 N/F PARCEL ID: 01900-002-018-000 NC DEPT OF TRANSPORTATION ZONING: R-15 INTE R S T A T E - 1 4 0 E D N A B U C K D R I V E 6 0 ' R I G H T O F W A Y SIDBURY R O A D 100' PUBLIC R I G H T O F W A Y N/F PARCEL ID: R01900-002-017-000 NC DEPT OF TRANSPORTATION ZONING: R-15 OVERALL SITE PLAN SCALE: NTSLEGEND AND NOTES1SCALE: 1" = 400'OVERALL SITE PLAN2 0 SCALE 1" = 400' 800400400 NOTES: WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE, SECTION 52-9. ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS DRAINAGE AND/OR UTILITY EASEMENTS. SITE DATA TABLE GENERAL INFORMATION PROPERTY OWNER(S):CORBETT PACKAGE CO. & CORBETT INDUSTRIES INC. PARCEL ID'S:R01900-002-003-000 (PORTION OF) & R02700-001-049-000 CURRENT ZONING:R15 PROPOSED USE:PERFORMANCE RESIDENTIAL LOT SETBACKS REQUIRED PROPOSED FRONT YARD 20'20' REAR YARD 10'10' SIDE YARD 0'5' AREA CALCULATIONS TOTAL PROJECT AREA +/- 700.95 AC NET DEVELOPABLE AREA +/- 576.85 AC AREA WITHIN WETLANDS +/- 124.10 AC ACTIVE OPEN/ RECREATIONAL SPACE 14.45 AC PASSIVE OPEN SPACE 247.86 AC TOTAL BUILT-UPON AREA 166.56 AC AREA BREAKDOWN PER PARCEL SIDBURY 187 / CASITAS PARCEL 182.10 AC GORE PARCEL 518.85 AC MAXIMUM DENSITY 2.5 DU/AC PROPOSED UNITS 1,751 PROPOSED DENSITY 2.5 DU/AC PROPOSED UNITS TYPE COUNT SYMBOL 42' X 120'191 42' X 105-110'67 52' X 120' SINGLE FAM 63 42' X 120' SINGLE FAM 383 60' X 120' SINGLE FAM 422 52' X 120' BFR 101 42' X 120' BFR 82 TOWNHOUSE 120' DEPTH 174 TOWNHOUSE 95' DEPTH 124 DUPLEXES (CASITAS)144 TOTAL UNIT COUNT 1751 BEDROOM COUNT 1 BEDROOM UNIT (CASITAS)46 UNITS 2 BEDROOM UNIT (CASITAS)72 UNITS 3 BEDROOM UNIT (CASITAS)26 UNITS 3 BEDROOM UNITS (SIDBURY/GORE)1607 UNITS RIGHT OF WAY PROPOSED MIN. WIDTH 50' PROPOSED MAX. WIDTH 50' ACTIVE RECREATION SPACE DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-001_SITE_OVERALL.DWG ---- 05/01/2024 16:04:37 C2.4 1" = 400' N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SIDBURY STATION GORE TRACT SIDBURY 187 CASITAS 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION PASSIVE OPEN SPACE SIDEWALK SIDBURY R O A D TEMPORARY TURNAROUND DOES NOT COUNT AS NODE, PER NHC PLANNING DEPARTMENT 09/24/2019 (TYP.) LINK (TYP.) NODE (TYP.) TEMPORARY TURNAROUND DOES NOT COUNT AS NODE, PER NHC PLANNING DEPARTMENT 09/24/2019 (TYP.) INTE R S T A T E - 1 4 0 SYMBOL LEGEND SYMBOL DESCRIPTION QUANTITY LINK 125 NODE 88 CONNECTIVITY RATIO (LINK:NODE)1.42 MINIMUM CONNECTIVITY RATIO (PER NEW HANOVER COUNTY)1.40 SCALE: NTSLEGEND AND NOTES1SCALE: 1" = 400'CONNECTIVITY PLAN2 0 SCALE 1" = 400' 800400400 CONNECTIVITY PLAN -- C2.5 N/A 1" = 400' SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G005_042450063.DWG ---- 05/01/2024 16:04:47 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION COLLECTOR STREET (TYP.) LOCAL STREET (TYP.) CUL-DE-SAC STREET (TYP.) SIDBUR Y R O A D INT E R S T A T E - 1 4 0 SYMBOL LEGEND SYMBOL DESCRIPTION TRAVELWAY WIDTH (FOC TO FOC) COLLECTOR STREET 26'-0" LOCAL STREET 24'-0" CUL-DE-SAC STREET 22'-0" ROADWAY CLASSIFICATIONS SCALE: NTSLEGEND AND NOTES1SCALE: 1" = 400'ROADWAY CLASSIFICATIONS2 0 SCALE 1" = 400' 800400400 NOTES: 1.ALL TRAVELWAY WIDTHS BASED ON ROAD DESIGN STANDARDS FROM NEW HANOVER COUNTY SUBDIVISION REGULATIONS. 2.ALL RIGHT OF WAYS ARE 50' WIDE. DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G006_042450063.DWG ---- 05/01/2024 16:04:56 -- C2.6 N/A 1" = 400' SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION ±6 0 . 0 0 ' O N C E N T E R ( T Y P . ) PROPOSED SIDEWALK ON RIGHT SIDE OF STREET (TYP.) SIDE LOT LINES (TYP.) RESIDENTIAL LOT (TYP.) RESIDENTIAL LOT (TYP.) RESIDENTIAL LOT (TYP.) STREET TREES LOCATED WITHIN ROW (TYP.) RESIDENTIAL LOT (TYP.) RO A D C E N T E R L I N E RI G H T O F W A Y RI G H T O F W A Y RO A D C E N T E R L I N E RI G H T O F W A Y RI G H T O F W A Y RO A D C E N T E R L I N E RI G H T O F W A Y RI G H T O F W A Y CUL-DE-SAC STREET RO A D C E N T E R L I N E RI G H T O F W A Y RI G H T O F W A Y 50' RIGHT OF WAY 5.00' PLAZA 5' MIN.2.00' TRAVELWAY WIDTH (W) REFER TO INDIVIDUAL ROADWAY SECTIONS VALLEY CURB NCDOT STANDARD PAVEMENT DESIGN CROWN WITH VALLEY CURB NOTES: 1. LAND WIDTH (W) AND RIGHT-OF-WAY WIDTH (R/W) AS GIVEN IN THE SUBDIVISION ORDINANCE. 2.ALL CONCRETE TO BE 3000 PSI. 3. USE NCDOT SUBDIVISION MANUAL FOR MINIMUM PAVEMENT DESIGN. 4. USE THE STANDARD NCDOT CURB DETAILS. 5. USE THE STANDARD NCDOT HANDICAP RAMP DETAIL. RO A D C E N T E R L I N E RI G H T O F W A Y RI G H T O F W A Y 50' RIGHT OF WAY 5.00' PLAZA 5' MIN.2.00' TRAVELWAY WIDTH (W) REFER TO INDIVIDUAL ROADWAY SECTIONS VALLEY CURB NCDOT STANDARD PAVEMENT DESIGN CROWN WITH VALLEY CURB NOTES: 1. LAND WIDTH (W) AND RIGHT-OF-WAY WIDTH (R/W) AS GIVEN IN THE SUBDIVISION ORDINANCE. 2.ALL CONCRETE TO BE 3000 PSI. 3. USE NCDOT SUBDIVISION MANUAL FOR MINIMUM PAVEMENT DESIGN. 4. USE THE STANDARD NCDOT CURB DETAILS. 5. USE THE STANDARD NCDOT HANDICAP RAMP DETAIL. SCALE: NTSTYPICAL ROADWAY PLAN VIEW6 SCALE: NTSTYPICAL CUL-DE-SAC ROADWAY SECTION3 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G003_042450063.DWG ---- 05/01/2024 16:05:17 AS SHOWN SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION PERFORMANCE RESIDENTIAL SUBDIVISION TYPICAL STREET SECTIONS 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM N/A C2.7 -- NOTE: MULCH SHALL BE SHREDDED HARDWOOD, DYED BROWN, SPREAD AT THICKNESS OF 3" DEEP ACROSS PLANTING AREAS. SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SIZE HEIGHT REMARKS TREES ACE AU3 405 ACER RUBRUM `AUTUMN BLAZE`AUTUMN BLAZE RED MAPLE B & B 2" CAL.10`-12` HT.SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED QUE LYR 895 QUERCUS LYRATA OVERCUP OAK B & B 2.5" CAL.12`-14` HT.SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED QUE VIR 18 QUERCUS VIRGINIANA SOUTHERN LIVE OAK B & B 5" CAL.12`-14` HT.SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED ZEL VIL 672 ZELKOVA SERRATA `VILLAGE GREEN`SAWLEAF ZELKOVA B & B 2" CAL.10`-12` HT.UNIFORM CANOPY & MATCHED PLANT SCHEDULE SCALE: 1" = 5'TYPICAL ROADWAY SECTION7 NTS CUL-DE-SAC STANDARD DETAIL5 NTSTURNAROUND DETAIL4 SCALE: NTSTYPICAL COLLECTOR ROADWAY SECTION1 SCALE: NTSTYPICAL LOCAL ROADWAY SECTION2 SCALE: NTSPLANT SCHEDULE8 5.00' 5.00' 10 . 0 0 ' 10 . 0 0 ' 10 . 0 0 ' 42.00' 11 0 . 0 0 ' RIGHT OF WAY (TYP.) SIDE SETBACK (TYP.) NON-MUNICIPAL EASEMENT (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) 32.00' 52.00' 10 . 0 0 ' 5.00' 10 . 0 0 ' 12 0 . 0 0 ' RIGHT OF WAY (TYP.) SIDE SETBACK (TYP.) NON-MUNICIPAL EASEMENT (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) 5.00' 10 . 0 0 ' 12 0 . 0 0 ' 10 . 0 0 ' 5.00' 10 . 0 0 ' 10 . 0 0 ' 42.00' RIGHT OF WAY (TYP.) SIDE SETBACK (TYP.) NON-MUNICIPAL EASEMENT (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) N/A DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G004_042450063.DWG ---- 05/01/2024 16:05:33 -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION 0 SCALE 1" = 20' 40'20'20'0 SCALE 1" = 20' 40'20'20' SCALE: 1" = 20'SIDBURY 187: 52 x 120' TYPICAL LOT3 SCALE: 1" = 20'SIDBURY 187: 42 x 120' TYPICAL LOT1 TYPICAL INTERIOR LOT SCALE: 1" = 20'SIDBURY 187: 42 x 110' TYPICAL LOT2 TYPICAL INTERIOR LOT 0 SCALE 1" = 20' 40'20'20' TYPICAL INTERIOR LOT PERFORMANCE RESIDENTIAL SUBDIVISION 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM LOT AND STREET TYPICALS C2.8 AS NOTED SCALE: 1" = 20'SIDBURY 187: CASITA TYPICAL LOT3 0 SCALE 1" = 20' 40'20'20' 5.00' 10 . 0 0 ' 5.00' 10 . 0 0 ' 10 . 0 0 ' RIGHT OF WAY (TYP.) SIDE SETBACK (TYP.) NON-MUNICIPAL EASEMENT (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) FRONT SETBACK (TYP.) 22.00'20.00' 65 . 0 0 ' 95 . 0 0 ' RIGHT OF WAY (TYP.) SIDE SETBACK (TYP.) NON-MUNICIPAL EASEMENT (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) 5.00' 10 . 0 0 ' 42.00' 12 0 . 0 0 ' 10 . 0 0 ' 10 . 0 0 ' 5.00' 32.00' 10 . 0 0 ' 60.00' 12 0 . 0 0 ' RIGHT OF WAY (TYP.) SIDE SETBACK (TYP.)NON-MUNICIPAL EASEMENT (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) 10 . 0 0 ' 5.00' 5.00' 50.00' 5.00' 10 . 0 0 ' 10 . 0 0 ' 70.00' 10.00' 12 0 . 0 0 ' RIGHT OF WAY (TYP.) SIDE SETBACK (TYP.) NON-MUNICIPAL EASEMENT (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) 10 . 0 0 ' 45.00' 10 . 0 0 ' 5.00' 10 . 0 0 ' 10 . 0 0 ' 12 0 . 0 0 ' 52.00' RIGHT OF WAY (TYP.) SIDE SETBACK (TYP.) NON-MUNICIPAL EASEMENT (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) 5.00' 10.00' 10 . 0 0 ' RIGHT OF WAY (TYP.) SIDE SETBACK (TYP.) NON-MUNICIPAL EASEMENT (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) 12 0 . 0 0 ' 52.00' 5.00' 10 . 0 0 ' 5.00' 10 . 0 0 ' 32.00' RIGHT OF WAY (TYP.) NON-MUNICIPAL EASEMENT (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) 5.00' 10 . 0 0 ' 10 . 0 0 ' 10 . 0 0 ' 28.00'20.00' 5.00' 23.00' 90 . 0 0 ' 12 0 . 0 0 ' 20.00' 1 1 . 0 4 ' 10.00' 10 . 0 0 ' 10.00' 10.00' 1 0 . 0 0 ' RIGHT OF WAY (TYP.) SIDE SETBACK (TYP.) NON-MUNICIPAL EASEMENT (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) 1" = 20' -- 0 SCALE 1" = 20' 40'20'20'0 SCALE 1" = 20' 40'20'20' SCALE: 1" = 20'GORE: TOWNHOME TYPICAL LOTS3 TYPICAL TOWNHOME LOTS SCALE: 1" = 20'GORE: 42 x 120' TYPICAL LOT4 TYPICAL INTERIOR LOT TYPICAL CORNER LOT SCALE: 1" = 20'GORE: 60 x 120' TYPICAL LOT2SCALE: 1" = 20'GORE: 52 x 120' TYPICAL LOT1 TYPICAL CORNER LOT TYPICAL CORNER LOT TYPICAL INTERIOR LOT 0 SCALE 1" = 20' 40'20'20' 0 SCALE 1" = 20' 40'20'20' 0 SCALE 1" = 20' 40'20'20' DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G004_042450063.DWG ---- 05/01/2024 16:15:16 LOT TYPICALS -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION C2.9 PERFORMANCE RESIDENTIAL SUBDIVISION TYPICAL CORNER LOT 0 SCALE 1" = 20' 40'20'20' TYPICAL TOWNHOME LOTS 0 SCALE 1" = 20' 40'20'20'0 SCALE 1" = 20' 40'20'20' SIDBURY R O A D - S T A T E R T E . 1 3 3 6 INTERS T A T E - 1 4 0 SHEET C3.1 SHEET C3.2 SHEET C3.3 SHEET C3.4 SHEET C3.5 SHEET C3.6 SHEET C3.7 SHEET C3.8 SHEET C3.9 SHEET C3.10 SHEET C3.11 SHEET C3.12 SHEET C3.13 SHEET C3.14 SHEET C3.15 SHEET C3.16 SHEET C3.17 SHEET C3.18 SHEET C3.19 SHEET C3.20 SHEET C3.21 SHEET C3.22 SHEET C3.23 SHEET C3.24 SHEET C3.25 SHEET C3.26 SHEET C3.27 SHEET C3.28 PHASE BOUNDARY PHASE BOUNDARY SITE KEYMAP SCALE: 1" = 500'SITE KEYMAP2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C-100_SITE_KEYMAP.DWG ---- 05/01/2024 16:06:02 C3.0 1" = 500' N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION 0 SCALE 1" = 500' 1,000500500 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: R01900-002-002-000 MCCORMICK JOHN ZONING: R-15POND (TYP.) POND (TYP.) PROJECT BOUNDARY MAIN DEVELOPMENT ENTRANCE (CONNECT TO EX. SIDBURY RD) RIGHT-OF-WAY NONMUNICIPAL ESMT. 5' SIDEWALK (TYP) N/F PARCEL ID: R01900-002-003-000 CORBETT PACKAGE CO ZONING: R-15 EDGE OF PAVEMENT (TYP.) 2' VALLEY CURB (TYP.) CASITAS MULTIFAMILY HOUSING (TYP.) CASITAS HOUSING PARKING (TYP.) CLUBHOUSE SWM ESMT. SWM ESMT. EX. SID B U R Y R D - S T A T E R T E . 1 3 3 6 (100' R . O . W . ) 25' WETLANDS SETBACK (TYP.) PVC C-900 W/L (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) BLOW OFF ASSEMBLY (TYP.) FIRE HYDRANT (TYP.) STORMWATER END SECTION (TYP.) STORMWATER MANHOLE (TYP.) STORMWATER CURB INLET (TYP.) 2" WATER SERVICE (TYP.) 6" W/L (TYP.) 8" SAN. SEWER (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 SITE ENLARGEMENTS C3.1 1" = 50' N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:06:28 SEE SHEET C3.2 MATCHLINE SEE SHEET C3.3 MATCHLINE 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: R01900-002-003-000 CORBETT PACKAGE CO ZONING: R-15 EX. WETLANDS EX. WETLANDS EX. WETLANDS EX. SID B U R Y R D - S T A T E R T E . 1 3 3 6 (100' R . O . W . ) POND (TYP.) POND (TYP.) POND (TYP.) CASITAS MULTIFAMILY HOUSING (TYP.) CASITAS HOUSING PARKING (TYP.) DISPOSAL STATION DOG PARK SWM ESMT. SWM ESMT. GARAGE (TYP.) 25' WETLANDS SETBACK (TYP.) STORMWATER PIPE (TYP.) SIDBURY STATION STORMWATER MANHOLE (TYP.) EX. POND STORMWATER END SECTION (TYP.) STORMWATER CURB INLET (TYP.) PVC C-900 W/L (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) FIRE HYDRANT (TYP.) 2" WATER SERVICE (TYP.) 6" W/L (TYP.) SERVICE (TYP.) 6" W/L (TYP.) 8" SAN. SEWER (TYP.) PVC C-900 W/L (TYP.) BLOW OFF ASSEMBLY (TYP.) BLOW OFF ASSEMBLY (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 SITE ENLARGEMENTS C3.2 1" = 50' N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:06:36 SEE SHEET C3.1 MATCHLINE SE E S H E E T C3 . 3 MA T C H L I N E SE E S H E E T C3 . 4 MA T C H L I N E 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: R01900-002-001-000 FAITH COMMUNITY METHODIST CHURCH INC ZONING: R-15N/F PARCEL ID: R01900-002-002-000 MCCORMICK JOHN ZONING: R-15 R30.0' 24.0' EP T O E P 50.0' RO W R30 . 0 ' R 3 0 . 0 ' R3 0 . 0 ' R30.0' R3 0 . 0 ' POND (TYP.) PROJECT BOUNDARY 5' SIDEWALK (TYP.) EDGE OF PAVEMENT (TYP.) 2' VALLEY CURB (TYP.) R30 . 0 ' NONMUNICIPAL ESMT. RIGHT-OF-WAY SWM ESMT. EX. WETLANDS POND (TYP.) CASITAS MULTIFAMILY HOUSING (TYP.) CASITAS HOUSING PARKING (TYP.) SWM ESMT. SWM ESMT. GARAGE (TYP.) 25' WETLANDS SETBACK (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.)4' I.D. SAN. SEWER MANHOLE (TYP.) PVC C-900 W/L (TYP.) BLOW OFF ASSEMBLY (TYP.) FIRE HYDRANT (TYP.) STORMWATER END SECTION (TYP.) STORMWATER CURB INLET (TYP.) STORMWATER PIPE (TYP.) 50 . 0 ' RO W 6" W/L (TYP.) 6" W/L (TYP.) BLOW OFF ASSEMBLY (TYP.) BLOW OFF ASSEMBLY (TYP.) BLOW OFF ASSEMBLY (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 SITE ENLARGEMENTS C3.3 1" = 50' N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:06:42 SEE SHEET C3.1 MATCHLINE SEE SHEET C3.4 MATCHLINE SE E S H E E T C3 . 2 MA T C H L I N E 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION PROJECT BOUNDARY 24.0 ' EP T O E P 5' SIDEWALK (TYP) EDGE OF PAVEMENT (TYP.) 2' VALLEY CURB (TYP.) 50.0 ' ROW NONMUNICIPAL ESMT. RIGHT-OF-WAY SIDBURY STATION CONNECT TO SIDBURY STATION EX. WETLANDS EX. WETLANDS EX. WETLANDS POND (TYP.) CASITAS MULTIFAMILY HOUSING (TYP.) CASITAS HOUSING PARKING (TYP.) SWM ESMT. GARAGE (TYP.) 25' WETLANDS SETBACK (TYP.) EX. POND 4' I.D. SAN. SEWER MANHOLE (TYP.) PVC C-900 W/L (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) CONTRACTOR TO REMOVE B.O.V. & CONNECT TO EX. W/L FIRE HYDRANT (TYP.) STORMWATER END SECTION (TYP.) STORMWATER CURB INLET (TYP.) STORMWATER PIPE (TYP.) 6" W/L (TYP.) 8" SAN. SEWER (TYP.) BLOW OFF ASSEMBLY (TYP.) SITE ENLARGEMENTS SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 C3.4 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:06:46 SEE SHEET C3.3 MATCHLINE SEE SHEET C3.6 MATCHLINE SE E S H E E T C3 . 5 MA T C H L I N E 1" = 50' SE E S H E E T C3 . 2 MA T C H L I N E 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15 R30.0 ' R30. 0 ' R 3 0 . 0 ' R 3 0 . 0 ' R 3 0 . 0 ' R30 . 0 ' R 1 6 . 0 ' R16. 0 ' R16. 0 ' R20.0' POND (TYP.) POND (TYP.) PROJECT BOUNDARY R47 . 0 ' 5' SIDEWALK (TYP) EDGE OF PAVEMENT (TYP) 2' VALLEY CURB (TYP) 5 0 . 0 ' R O W NONMUNICIPAL ESMT. RIGHT-OF-WAY 2 4 . 0 ' E P T O E P SWM ESMT. SWM ESMT. PVC C-900 W/L (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) BLOW OFF ASSEMBLY (TYP.) FIRE HYDRANT (TYP.) STORMWATER MANHOLE (TYP.) STORMWATER PIPE (TYP.) STORMWATER CURB INLET (TYP.) STORMWATER END SECTION (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:06:51 SITE ENLARGEMENTS C3.5 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SEE SHEET C3.7 MATCHLINE SE E S H E E T C3 . 4 MA T C H L I N E 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION R3 0 . 0 ' R30.0 ' R 3 0 . 0 ' R30.0' R30 . 0 ' R30.0' PROJECT BOUNDARY 50 . 0 ' RO W 5' SIDEWALK (TYP) 24 . 0 ' EP T O E P NONMUNICIPAL ESMT. RIGHT-OF-WAY CONNECT TO SIDBURY STATION SIDBURY STATION EX. WETLANDS 25' WETLANDS SETBACK (TYP.) EX. WETLANDS 8" SAN. SEWER - C-900 PVC (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) PVC C-900 W/L (TYP.) CONTRACTOR TO REMOVE B.O.V. & CONNECT TO EX. W/L FIRE HYDRANT (TYP.) STORMWATER PIPE (TYP.) STORMWATER CURB INLET (TYP.) EX. POND SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:06:57 SITE ENLARGEMENTS C3.6 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SEE SHEET C3.4 MATCHLINE SEE SHEET C3.10 MATCHLINE SE E S H E E T C3 . 7 MA T C H L I N E 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15 POND (TYP.) PROJECT BOUNDARY 50.0' ROW 5' SIDEWALK (TYP) 24.0' EP TO EP NONMUNICIPAL ESMT. RIGHT-OF-WAY SWM ESMT. EX. WETLANDS EX. WETLANDS EX. WETLANDS 25' WETLANDS SETBACK (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) FIRE HYDRANT (TYP.) STORMWATER CURB INLET (TYP.) STORMWATER PIPE (TYP.) STORMWATER MANHOLE (TYP.) STORMWATER END SECTION (TYP.) PVC C-900 W/L (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:07:07 SITE ENLARGEMENTS C3.7 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SEE SHEET C3.5 MATCHLINE SEE SHEET C3.11 MATCHLINE SE E S H E E T C3 . 6 MA T C H L I N E 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION R30.0' R30 . 0 ' R30.0'R30.0'R30.0'R30.0' R3 0 . 0 ' R30 . 0 ' POND (TYP.) POND (TYP.) PROJECT BOUNDARY PROJECT BOUNDARY 50.0' ROW 50 . 0 ' RO W 5' SIDEWALK (TYP) EDGE OF PAVEMENT (TYP) 2' VALLEY CURB (TYP) 24 . 0 ' EP T O E P NONMUNICIPAL ESMT. RIGHT-OF-WAY SWM ESMT. SWM ESMT. EX. WETLANDS EX. WETLANDS EX. WETLANDS SIDBURY STATION 25' WETLANDS SETBACK (TYP.) EX. POND 4' I.D. SAN. SEWER MANHOLE (TYP.) PVC C-900 W/L (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) BLOW OFF ASSEMBLY (TYP.) CONTRACTOR TO REMOVE B.O.V. & CONNECT TO EX. W/L FIRE HYDRANT (TYP.)STORMWATER CURB INLET (TYP.) STORMWATER PIPE (TYP.) STORMWATER MANHOLE (TYP.) STORMWATER END SECTION (TYP.) PVC C-900 W/L (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:07:12 SITE ENLARGEMENTS C3.8 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SEE SHEET C3.12 MATCHLINE SE E S H E E T C3 . 9 MA T C H L I N E 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION R30.0'R30.0' R30.0' R3 0 . 0 ' R 3 0 . 0 ' R30.0'R30.0'R30.0' R30.0' R30.0' R30.0'R30.0' R 3 0 . 0 ' R 3 0 . 0 ' R30.0' R3 0 . 0 ' R 3 0 . 0 ' POND (TYP.) POND (TYP.) PROJECT BOUNDARY R47 . 0 ' 5' SIDEWALK (TYP) EDGE OF PAVEMENT (TYP) 2' VALLEY CURB (TYP) 50.0' ROW 24.0' EP TO EP 24 . 0 ' EP T O E P 50 . 0 ' RO W 5' SIDEWALK (TYP)RIGHT-OF-WAY SWM ESMT. SWM ESMT. SIDBURY STATION CONNECT TO SIDBURY STATION 25' WETLANDS SETBACK (TYP.) EX. WETLANDS 8" SAN. SEWER - C-900 PVC (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) PVC C-900 W/L (TYP.) FIRE HYDRANT (TYP.) STORMWATER PIPE (TYP.) STORMWATER END SECTION (TYP.) STORMWATER CURB INLET (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:07:22 SITE ENLARGEMENTS C3.9 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SEE SHEET C3.13 MATCHLINE SE E S H E E T C3 . 1 0 MA T C H L I N E SE E S H E E T C3 . 8 MA T C H L I N E 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION R3 0 . 0 ' R30.0 ' R30 . 0 ' R3 0 . 0 ' R30.0' R30 . 0 ' R30.0' R30.0' R30.0' R30.0' R30.0'R30.0'R30.0' R30.0' R 3 0 . 0 ' R30.0' R30.0'R30.0' POND (TYP.) POND (TYP.) PROJECT BOUNDARY 50 . 0 ' RO W EDGE OF PAVEMENT (TYP) 2' VALLEY CURB (TYP) 24 . 0 ' EP T O E P RIGHT-OF-WAY 5' SIDEWALK (TYP)NONMUNICIPAL ESMT. SWM ESMT. SWM ESMT. EX. WETLANDS SIDBURY STATION 25' WETLANDS SETBACK (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) PVC C-900 W/L (TYP.) CONTRACTOR TO REMOVE B.O.V. & CONNECT TO EX. W/L FIRE HYDRANT (TYP.) STORMWATER PIPE (TYP.) STORMWATER CURB INLET (TYP.) PVC C-900 W/L (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 SITE ENLARGEMENTS C3.10 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:07:56 SE E S H E E T C3 . 9 MA T C H L I N E SEE SHEET C3.14 MATCHLINE SE E S H E E T C3 . 1 1 MA T C H L I N E SEE SHEET C3.6 MATCHLINE 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15 R3 0 . 0 ' R30. 0 ' R30. 0 ' R 3 0 . 0 ' R15.0' POND (TYP.) POND (TYP.) POND (TYP.) PROJECT BOUNDARY 5 0 . 0 ' R O W R47.0' 5' SIDEWALK (TYP.) EDGE OF PAVEMENT (TYP.) 2' VALLEY CURB (TYP.) 2 4 . 0 ' E P T O E P RIGHT-OF-WAY NONMUNICIPAL ESMT. SWM ESMT. SWM ESMT. SWM ESMT. 4' I.D. SAN. SEWER MANHOLE (TYP.) PVC C-900 W/L (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) FIRE HYDRANT (TYP.) STORMWATER END SECTION (TYP.) SITE ENLARGEMENTS SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 C3.11 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:08:01 SE E S H E E T C3 . 1 0 MA T C H L I N E SEE SHEET C3.15 MATCHLINE SEE SHEET C3.7 MATCHLINE 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: R01900-002-005-000 NC DEPT OF TRANSPORTATION ZONING: R-15 R3 0 . 0 ' R 3 0 . 0 ' R30.0' R30.0' R30.0' R29.0' R3 0 . 0 ' R 4 7 . 0 ' R30.0' R30.0'POND (TYP.) POND (TYP.) POND (TYP.) PROJECT BOUNDARY 5' SIDEWALK (TYP) 50. 0 ' RO W 50.0' ROW 50 . 0 ' RO W 24 . 0 ' EP T O E P 24.0' EP T O EP NONMUNICIPAL ESMT. RIGHT-OF-WAY EDGE OF PAVEMENT (TYP.) 2' VALLEY CURB (TYP.) SWM ESMT. SWM ESMT. SWM ESMT. EX. WETLANDS EX. WETLANDS 25' WETLANDS SETBACK (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) PVC C-900 W/L (TYP.) FIRE HYDRANT (TYP.) STORMWATER END SECTION (TYP.) STORMWATER PIPE (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:08:07 SITE ENLARGEMENTS C3.12 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SEE SHEET C3.16 MATCHLINE SE E S H E E T C3 . 1 3 MA T C H L I N E SEE SHEET C3.8 MATCHLINE 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION R30.0' R30.0' R30.0' 50.0' ROW 50 . 0 ' RO W R47 . 0 ' 24 . 0 ' EP T O E P EDGE OF PAVEMENT (TYP) 2' VALLEY CURB (TYP) NONMUNICIPAL ESMT. RIGHT-OF-WAY 5' SIDEWALK (TYP) EX. WETLANDS 25' WETLANDS SETBACK (TYP.) PVC C-900 W/L (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) FIRE HYDRANT (TYP.) STORMWATER PIPE (TYP.) STORMWATER CURB INLET (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:08:12 SITE ENLARGEMENTS C3.13 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SE E S H E E T C3 . 1 2 MA T C H L I N E SEE SHEET C3.17 MATCHLINE SE E S H E E T C3 . 1 4 MA T C H L I N E SEE SHEET C3.9 MATCHLINE 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION R 3 0 . 0 ' R3 0 . 0 ' R30.0'R30.0' R3 0 . 0 ' R3 0 . 0 ' R 3 0 . 0 ' R30.0' R30.0' R30.0' R30.0' POND (TYP.) POND (TYP.) PROJECT BOUNDA R Y 50.0' ROW 50.0 ' ROW 24.0' EP TO EP 5' SIDEWALK (TYP) RIGHT-OF-WAY NONMUNICIPAL ESMT. 2' VALLEY CURB (TYP) EDGE OF PAVEMENT (TYP) SWM ESMT. SWM ESMT. 8" SAN. SEWER - C-900 PVC (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) PVC C-900 W/L (TYP.) FIRE HYDRANT (TYP.) STORMWATER END SECTION (TYP.) STORMWATER PIPE (TYP.) STORMWATER CURB INLET (TYP.) 50.0' ROW SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:08:22 SITE ENLARGEMENTS C3.14 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SE E S H E E T C3 . 1 3 MA T C H L I N E SEE SHEET C3.18 MATCHLINE SE E S H E E T C3 . 1 5 MA T C H L I N E SEE SHEET C3.10 MATCHLINE 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15 R16.0' R1 6 . 0 ' PROJECT BOUNDARY R47.0' 50.0 ' ROW 24.0 ' EP T O E P NONMUNICIPAL ESMT. RIGHT-OF-WAY EDGE OF PAVEMENT (TYP.) 2' VALLEY CURB (TYP.) SWM ESMT. PVC C-900 W/L (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) BLOW OFF ASSEMBLY (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:08:26 SITE ENLARGEMENTS C3.15 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SE E S H E E T C3 . 1 4 MA T C H L I N E SEE SHEET C3.19 MATCHLINE SEE SHEET C3.11 MATCHLINE 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: 01900-002-018-000 NC DEPT OF TRANSPORTATION ZONING: R-15 R30.0 ' R 3 0 . 0 ' R28.0' R 3 0 . 0 ' R 3 0 . 0 ' R30 . 0 ' POND (TYP.) POND (TYP.) PROJECT BOUNDARY 50 . 0 ' RO W 5' SIDEWALK (TYP) 50.0' ROW 24.0' EP TO EP NONMUNICIPAL ESMT. EDGE OF PAVEMENT (TYP.) 2' VALLEY CURB (TYP.) RIGHT-OF-WAY SWM ESMT. SWM ESMT. EX. WETLANDS 25' WETLANDS SETBACK (TYP.) PVC C-900 W/L (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) FIRE HYDRANT (TYP.) STORMWATER END SECTION (TYP.) STORMWATER PIPE (TYP.) STORMWATER CURB INLET (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:08:32 SITE ENLARGEMENTS C3.16 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SEE SHEET C3.20 MATCHLINE SE E S H E E T C3 . 1 7 MA T C H L I N E SEE SHEET C3.12 MATCHLINE 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION R 3 0 . 0 ' R30 . 0 ' R 3 0 . 0 ' R3 0 . 0 ' R3 0 . 0 ' R30.0' R30.0'R30.0' R30.0' R 3 0 . 0 ' R30.0' R30.0' R 3 0 . 0 ' R30.0' R30 . 0 ' R30.0' R30.0 ' 5' SIDEWALK (TYP) 50.0' ROW 50 . 0 ' RO W 50.0' ROW 50.0' ROW 50 . 0 ' RO W 24.0' EP TO EP 24.0' EP TO EP 24 . 0 ' EP T O E P NONMUNICIPAL ESMT.RIGHT-OF-WAY EDGE OF PAVEMENT (TYP.) 25' WETLANDS SETBACK (TYP.) EX. WETLANDS 4' I.D. SAN. SEWER MANHOLE (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.)STORMWATER CURB INLET (TYP.) STORMWATER PIPE (TYP.) STORMWATER MANHOLE (TYP.) PVC C-900 W/L (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 SITE ENLARGEMENTS C3.17 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:09:06 SE E S H E E T C3 . 1 6 MA T C H L I N E SEE SHEET C3.21 MATCHLINE SE E S H E E T C3 . 1 8 MA T C H L I N E SEE SHEET C3.13 MATCHLINE 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION R 3 0 . 0 ' R30.0' R3 0 . 0 ' R3 0 . 0 ' R30.0' R3 0 . 0 ' R30 . 0 ' R3 0 . 0 ' R3 0 . 0 ' R30.0 ' R30.0 ' R 3 8 . 0 ' R38 . 0 ' R 3 0 . 0 ' R30.0' 50.0' ROW R47.0' 5' SIDEWALK (T Y P ) 5' SIDEWALK (TYP) 50.0' ROW 50.0' ROW 24.0' EP TO EP 24.0' EP TO E P NONMUNICIPAL ESMT. RIGHT-OF-WAY 2' VALLEY CURB (TYP.) EDGE OF PAVEMENT (TYP.) POND (TYP.) SWM ESMT. 8" SAN. SEWER - C-900 PVC (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) FIRE HYDRANT (TYP.) STORMWATER CURB INLET (TYP.) STORMWATER PIPE (TYP.) PVC C-900 W/L (TYP.) SITE ENLARGEMENTS SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 C3.18 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:09:14 SE E S H E E T C3 . 1 7 MA T C H L I N E SEE SHEET C3.22 MATCHLINE SEE SHEET C3.14 MATCHLINE 1" = 50' SE E S H E E T C3 . 1 9 MA T C H L I N E 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15 R3 0 . 0 ' R3 0 . 0 ' PROJECT BOUNDARY 5 0 . 0 ' R O W 2 4 . 0 ' E P T O E P NONMUNICIPAL ESMT. RIGHT-OF-WAY EDGE OF PAVEMENT (TYP.) 2' VALLEY CURB (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) PVC C-900 W/L (TYP.) FIRE HYDRANT (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:09:23 SITE ENLARGEMENTS C3.19 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SEE SHEET C3.23 MATCHLINE SEE SHEET C3.15 MATCHLINE 1" = 50' SE E S H E E T C3 . 1 8 MA T C H L I N E 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: 01900-002-018-000 NC DEPT OF TRANSPORTATION ZONING: R-15 R 3 0 . 0 ' R30 . 0 ' POND (TYP.) PROJECT BOUNDARY SWM ESMT. EX. WETLANDS 25' WETLANDS SETBACK (TYP.) PVC C-900 W/L (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) STORMWATER CURB INLET (TYP.) PVC C-900 W/L (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:09:34 SITE ENLARGEMENTS C3.20 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SEE SHEET C3.24 MATCHLINE SE E S H E E T C3 . 2 1 MA T C H L I N E SEE SHEET C3.16 MATCHLINE 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION R 3 0 . 0 ' R30.0' R30 . 0 ' R 3 0 . 0 ' R30.0 ' R 3 0 . 0 ' R30 . 0 ' R 3 0 . 0 ' R 3 0 . 0 ' R30.0' R30 . 0 ' R 3 0 . 0 ' R 3 0 . 0 ' R30 . 0 ' POND (TYP.) 50 . 0 ' RO W 50 . 0 ' RO W 5' SIDEWALK (TYP) 50.0' ROW 50.0' ROW 24.0' EP TO EP 24.0' EP TO EP NONMUNICIPAL ESMT. RIGHT-OF-WAY EDGE OF PAVEMENT (TYP.) 2' VALLEY CURB (TYP.) SWM ESMT. EX. WETLANDS 25' WETLANDS SETBACK (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) PVC C-900 W/L (TYP.) STORMWATER END SECTION (TYP.) STORMWATER PIPE (TYP.) STORMWATER CURB INLET (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:09:44 SITE ENLARGEMENTS C3.21 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SE E S H E E T C3 . 2 0 MA T C H L I N E SEE SHEET C3.25 MATCHLINE SE E S H E E T C3 . 2 2 MA T C H L I N E SEE SHEET C3.17 MATCHLINE 1" = 50' 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION R 3 0 . 0 ' R30 . 0 ' R 3 0 . 0 ' R30. 0 ' R 3 0 . 0 ' R30 . 0 ' R30 . 0 ' R 3 0 . 0 ' R 3 0 . 0 ' R30 . 0 ' R30 . 0 ' R30.0' R30.0' R30.0' R30.0'R30.0' R30.0' R30.0' R30 . 0 ' R 3 0 . 0 ' R30.0' POND (TYP.) 50 . 0 ' RO W 5' SIDEWALK (TYP) 50 . 0 ' RO W 50.0' ROW 50.0' ROW 50.0' ROW 24.0' EP TO EP 24 . 0 ' EP T O E P 24.0' EP T O E P NONMUNICIPAL ESMT. 2' VALLEY CURB (TYP.) EDGE OF PAVEMENT (TYP.) RIGHT-OF-WAY SWM ESMT. 4' I.D. SAN. SEWER MANHOLE (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) PVC C-900 W/L (TYP.) FIRE HYDRANT (TYP.) STORMWATER CURB INLET (TYP.) STORMWATER PIPE (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:09:54 SITE ENLARGEMENTS C3.22 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SE E S H E E T C3 . 2 1 MA T C H L I N E SEE SHEET C3.26 MATCHLINE SEE SHEET C3.18 MATCHLINE 1" = 50' SE E S H E E T C3 . 2 3 MA T C H L I N E 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: R02000-004-006-000 SIDBURY LAND & TIMBER LLC ZONING: R-15 R3 0 . 0 'R30. 0 ' POND (TYP.) PROJECT BOUNDARY5' SIDEWALK (TYP) 50.0 ' ROW 24.0 ' EP T O EP NONMUNICIPAL ESMT. RIGHT-OF-WAY EDGE OF PAVEMENT (TYP.) 2' VALLEY CURB (TYP.) PVC C-900 W/L (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) FIRE HYDRANT (TYP.) STORMWATER CURB INLET (TYP.) STORMWATER PIPE (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:10:03 SITE ENLARGEMENTS C3.23 N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SEE SHEET C3.27 MATCHLINE SEE SHEET C3.19 MATCHLINE 1" = 50' SE E S H E E T C3 . 2 2 MA T C H L I N E 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION N/F PARCEL ID: 01900-002-018-000 NC DEPT OF TRANSPORTATION ZONING: R-15 POND (TYP.) PROJECT BOUNDARY INTE R S T A T E - 1 4 0 SWM ESMT. EX. WETLANDS 25' WETLANDS SETBACK (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 SITE ENLARGEMENTS C3.24 1" = 50' N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1022-1025_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:10:38 SE E S H E E T C3 . 2 5 MA T C H L I N E SEE SHEET C3.20 MATCHLINE 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION R 3 0 . 0 ' R30.0 ' R 3 0 . 0 ' R 3 0 . 0 ' R30.0' R30.0' R 3 0 . 0 ' R30.0' R30.0' POND (TYP.) PROJECT BOUNDARY R 4 7 . 0 ' 5' SIDEWALK (TYP) 50.0' ROW 50 . 0 ' RO W 24.0' EP TO EP 24 . 0 ' EP T O E P NONMUNICIPAL ESMT. RIGHT-OF-WAY EDGE OF PAVEMENT (TYP.) 2' VALLEY CURB (TYP.) SWM ESMT. EX. WETLANDS 25' WETLANDS SETBACK (TYP.) INTE R S T A T E - 1 4 0 8" SAN. SEWER - C-900 PVC (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) PVC C-900 W/L (TYP.) BLOW OFF ASSEMBLY (TYP.) FIRE HYDRANT (TYP.) STORMWATER PIPE (TYP.) SITE ENLARGEMENTS SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 C3.25 1" = 50' N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1022-1025_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:10:48 SE E S H E E T C3 . 2 4 MA T C H L I N E SE E S H E E T C3 . 2 6 MA T C H L I N E SEE SHEET C3.21 MATCHLINE 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION R 3 0 . 0 ' R30 . 0 ' R 3 0 . 0 ' R30 . 0 ' R 3 0 . 0 ' R30 . 0 ' R 3 0 . 0 ' R30.0' POND (TYP.) 5' SIDEWALK (TYP) 50.0' ROW 50.0' ROW 50 . 0 ' RO W 24.0' EP TO EP 24.0' EP TO EP 2' VALLEY CURB (TYP.) EDGE OF PAVEMENT (TYP.) NONMUNICIPAL ESMT. RIGHT-OF-WAY SWM ESMT. PVC C-900 W/L (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) 8" SAN. SEWER - C-900 PVC (TYP.) FIRE HYDRANT (TYP.) STORMWATER CURB INLET (TYP.) STORMWATER PIPE (TYP.) STORMWATER MANHOLE (TYP.) STORMWATER END SECTION (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1022-1025_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:10:58 SITE ENLARGEMENTS C3.26 1" = 50' N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SE E S H E E T C3 . 2 5 MA T C H L I N E SE E S H E E T C3 . 2 7 MA T C H L I N E SEE SHEET C3.22 MATCHLINE SEE SHEET C3.28 MATCHLINE 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION POND (TYP.) PROJECT BOUNDARY 5' SIDEWALK (TYP) 50 . 0 ' RO W 24 . 0 ' EP T O E P NONMUNICIPAL ESMT. RIGHT-OF-WAY EDGE OF PAVEMENT (TYP.) 2' VALLEY CURB (TYP.)SWM ESMT. 8" SAN. SEWER - C-900 PVC (TYP.) PVC C-900 W/L (TYP.) 4' I.D. SAN. SEWER MANHOLE (TYP.) FIRE HYDRANT (TYP.) STORMWATER MANHOLE (TYP.) STORMWATER END SECTION (TYP.) STORMWATER CURB INLET (TYP.) STORMWATER PIPE (TYP.) SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1022-1025_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:11:08 SITE ENLARGEMENTS C3.27 1" = 50' N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SE E S H E E T C3 . 2 6 MA T C H L I N E SEE SHEET C3.23 MATCHLINE SEE SHEET C3.28 MATCHLINE 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION INTERS T A T E - 1 4 0 SCALE: 1" = 50'ENLARGED SITE PLAN1 0 SCALE 1" = 50' 1005050 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1022-1025_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:11:15 SITE ENLARGEMENTS C3.28 1" = 50' N/A -- SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION SEE SHEET C3.26 MATCHLINE SEE SHEET C3.27 MATCHLINE 04245-0063 RCH/ELS RAM 05/01/24 RAM RCH/TAM PERFORMANCE RESIDENTIAL SUBDIVISION