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Sidbury Phase 2 TRC SUBMITTAL102 103100101 104 105 106 107 108 109 110 111 112 113 114 115 116 117118 SI D B U R Y S T A T I O N - P H A S E 2 04 2 4 5 - 0 0 2 3 243 North Front Street Wilmington, North Carolina 28401 Phone: (910)343-1048 , Fax: (910)251-8282 AP R I L 2 9 , 2 0 2 2 VICINITY MAP 1'=500' NEW HANOVER COUNTY, NC SIDBURY STATION - PHASE 2 APRIL 29, 2022 Know what's below. before you dig.Call R PROJECT DATA NAME OF PROJECT: SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA OWNER: D. R. HORTON 131 RACINE DRIVE, SUITE 201 WILMINGTON, NC 28403 DEVELOPER: D.R. HORTON 131 RACINE DRIVE, SUITE 201 WILMINGTON, NC 28403 CONTACT: IAN FLANNERY 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 VICINITY MAP NOT TO SCALE SIDBUR Y R D . CR O O K E D P I N E R D . MA R K E T S T . I-140 N . C O L L E G E R D . BL U E C L A Y R D . I - 4 0 SI D B U R Y R D . PROJECT SITE SIDBURY R D PHASE 1 PHASE 2 FUTURE PHASE 3 PH A S E L I N E PH A S E L I N E P H A S E L I N E P H A S E L I N E 131 Racine Drive, Suite 201 Wilmington, North Carolina 28403 Phone: (843) 709-0752 TECHNICAL REVIEW COMMITTEE SUBMITTAL PHASE 2 PROJECT BOUNDARY License: F-1222 www.mckimcreed.com SHEET INDEX Sheet Number Sheet Title Sheet Description 1 G-001 COVER 2 G-002 GENERAL NOTES 3 G-003 ROADWAY CLASSIFICATIONS 4 G-004 TYPICAL LOT AND STREET SECTIONS 5 CX-101 OVERALL EXISTING CONDITIONS 6 CX-102 EXISTING CONDITIONS 7 CX-103 EXISTING CONDITIONS 8 CX-104 EXISTING CONDITIONS 9 CE-100 OVERALL EROSION CONTROL PLAN 10 CE-101 ENLARGED PH-1 EROSION CONTROL 11 CE-102 ENLARGED PH-1 EROSION CONTROL 12 CE-103 ENLARGED PH-1 EROSION CONTROL 13 CE-104 ENLARGED PH-1 EROSION CONTROL 14 CE-105 ENLARGED PH-1 EROSION CONTROL 15 CE-106 ENLARGED PH-2 EROSION CONTROL 16 CE-107 ENLARGED PH-2 EROSION CONTROL 17 CE-108 ENLARGED PH-2 EROSION CONTROL 18 CE-109 ENLARGED PH-2 EROSION CONTROL 19 CE-110 ENLARGED PH-2 EROSION CONTROL 20 CS-100 OVERALL SITE PLAN 21 CS-101 ENLARGED SITE PLAN 22 CS-102 ENLARGED SITE PLAN 23 CS-103 ENLARGED SITE PLAN 24 CS-104 ENLARGED SITE PLAN 25 CS-105 ENLARGED SITE PLAN 26 CS-106 CURVE DATA 27 CG-100 OVERALL GRADING & STORMWATER PLAN 28 CG-101 ENLARGED GRADING & STORMWATER PLAN 29 CG-102 ENLARGED GRADING & STORMWATER PLAN 30 CG-103 ENLARGED GRADING & STORMWATER PLAN 31 CG-104 ENLARGED GRADING & STORMWATER PLAN 32 CG-105 ENLARGED GRADING & STORMWATER PLAN 33 CU-100 OVERALL UTILITY PLAN 34 CU-101 ENLARGED UTILITY PLAN 35 CU-102 ENLARGED UTILITY PLAN 36 CU-103 ENLARGED UTILITY PLAN 37 CU-104 ENLARGED UTILITY PLAN 38 CU-105 ENLARGED UTILITY PLAN 39 CU-701 PLAN & PROFILE - ROAD I 40 CU-702 PLAN & PROFILE - ROAD M STA 10+00 TO STA 18+000 41 CU-703 PLAN & PROFILE - ROAD M STA 18+00 TO STA 30+00 42 CU-704 PLAN & PROFILE - ROAD M STA 30+00 TO STA 36+35.5 43 CU-705 PLAN & PROFILE - ROAD L STA 20+20 TO STA 32+50 44 CU-706 PLAN & PROFILE - ROAD L STA 32+50 TO STA 38+23.4 45 CU-707 PLAN & PROFILE - ROAD O STA 10+00 TO STA 20+90 46 CU-708 PLAN & PROFILE - ROAD N STA 10+00 TO STA 21+00 47 CU-709 PLAN & PROFILE - ROAD N STA 20+50 TO STA 32+00 48 CU-710 PLAN & PROFILE - ROAD N STA 30+00 TO STA 34+80 49 CU-711 PLAN & PROFILE - ROAD P STA 10+00 TO STA 18+00 50 CU-712 PLAN & PROFILE - ROAD P STA 18+00 TO STA 23+40 51 CU-713 PLAN & PROFILE - ROAD K STA 12+00 TO STA 16+73 52 CL-100 OVERALL LANDSCAPE PLAN 53 CL-101 ENLARGED LANDSCAPE PLAN 54 CL-102 ENLARGED LANDSCAPE PLAN 55 CL-103 ENLARGED LANDSCAPE PLAN 56 CL-104 ENLARGED LANDSCAPE PLAN 57 CL-105 ENLARGED LANDSCAPE PLAN 58 CS-501 SITE DETAILS 59 CE-501 EROSION CONTROL DETAILS 60 CE-502 EROSION CONTROL DETAILS 61 CE-503 EROSION CONTROL DETAILS 62 CG-501 STORM DRAIN DETIALS 63 CG-502 STORM DRAIN DETAILS 64 CG-503 STORM DRAIN DETAILS 65 CG-504 STORM DRAIN DETAILS 66 CU-501 UTILITY DETAILS 67 CU-502 UTILITY DETAILS 68 CU-503 UTILITY DETAILS 69 CU-504 UTILITY DETAILS 70 CU-505 UTILITY DETAILS 71 CU-506 UTILITY DETAILS 72 CL-501 LANDSCAPE DETAILS 73 CN-501 SCM 5 DETAILS 74 CN-502 SCM 6 DETAILS 75 CN-503 SCM 7 DETAILS I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ G 0 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 2 5 : 2 3 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 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 (1 2 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 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 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. 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. G-002 2 N/A N/A GENERAL NOTES 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 TO 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. DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ G 0 0 2 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 2 5 : 3 3 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 COLLECTOR STREET (TYP.) LOCAL STREET (TYP.) CUL-DE-SAC STREET (TYP.) P H A S E 1 P H A S E 2 P H A S E 2 P H A S E 3 COLLECTOR STREET WITH MEDIAN SYMBOL LEGEND SYMBOL DESCRIPTION TRAVELWAY WIDTH (FOC TO FOC) COLLECTOR STREET 26'-0" COLLECTOR STREET WITH MEDIAN 26'-0" LOCAL STREET 24'-0" CUL-DE-SAC STREET 22'-0" DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL G-003 3 1"=300' N/A ROADWAY CLASSIFICATIONS 0 SCALE 1" = 300' 600'300'300' NOTES: -ALL TRAVELWAY WIDTHS BASED ON ROAD DESIGN STANDARDS FROM NEW HANOVER COUNTY SUBDIVISION REGULATIONS -ALL RIGHT OF WAYS ARE 50' SIDBUR Y R O A D I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ G 0 0 3 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 2 7 : 1 7 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 12'-0"12'-0" 25'-0" 28-0" BOC TO BOC 11' PLANTING STRIP 2'-0" C+G2'-0" C+G 5' PLANTING STRIP(26'-0" FOC TO FOC (TRAVELWAY WIDTH [W]) 50'-0" 25'-0" RO A D C E N T E R L I N E RI G H T O F W A Y TRAVEL LANE 5' SIDEWALK RI G H T O F W A Y 1'-0" TRAVEL LANE 10' NON-MUNICIPAL EASEMENT 10' NON-MUNICIPAL EASEMENT NO N - M U N I C I P A L E A S E M E N T NO N - M U N I C I P A L E A S E M E N T 11'-0"11'-0" 25'-0" 26-0" BOC TO BOC 12' PLANTING STRIP 2'-0" C+G2'-0" C+G 5' PLANTING STRIP(24'-0" FOC TO FOC (TRAVELWAY WIDTH [W]) 50'-0" 25'-0" RO A D C E N T E R L I N E RI G H T O F W A Y TRAVEL LANE 5' SIDEWALK RI G H T O F W A Y 2'-0" TRAVEL LANE 10' NON-MUNICIPAL EASEMENT 10' NON-MUNICIPAL EASEMENT NO N - M U N I C I P A L E A S E M E N T NO N - M U N I C I P A L E A S E M E N T RESIDENTIAL LOT (TYP.) RESIDENTIAL LOT (TYP.) RESIDENTIAL LOT (TYP.) RESIDENTIAL LOT (TYP.) RESIDENTIAL LOT (TYP.) RESIDENTIAL LOT (TYP.) PROPOSED SIDEWALK ON RIGHT SIDE OF STREET (TYP.) RIGHT OF WAY (TYP.) SIDE LOT LINES (TYP.) STREET TREES LOCATED ON PRIVATE PROPERTY (TYP.) 50.00' RIGHT OF WAY (TYP.) PLANTING STRIP (WIDTH VARIES) 5.00' PLANTING STRIP 5.00' SIDEWALK (TYP.) TRAVELWAY (WIDTH VARIES) ±6 0 . 0 0 ' O N C E N T E R ( T Y P . ) 10.00' NON-MUNICIPAL EASEMENT 10.00' NON-MUNICIPAL EASEMENT RIGHT OF WAY (TYP.) NON-MUNICIPAL EASEMENT (TYP.) SIDE SETBACK (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) 5.00'5.00' 10 . 0 0 ' 60.00' 12 0 . 0 0 ' 10 . 0 0 ' RIGHT OF WAY (TYP.) NON-MUNICIPAL EASEMENT (TYP.) SIDE SETBACK (TYP.) LOT LINE (TYP.) REAR SETBACK (TYP.) 70.00' 12 0 . 0 0 ' 5.00'10.00' 10 . 0 0 ' 10 . 0 0 ' G-004 4 AS SHOWN N/A TYPICAL LOT AND STREET SECTIONS SCALE: NTSTYPICAL LOT DIMENSIONS1 TYPICAL LOCAL ROADWAY SECTION SCALE: 1" = 10'-0" TYPICAL COLLECTOR ROADWAY SECTION SCALE: 1" = 10'-0" TYPICAL ROADWAY PLAN VIEW SCALE: 1" = 10'-0" NOTE: REFER TO SHEET G-003 FOR ROADWAYS CLASSIFICATION DIAGRAM FOR ALL TYPICAL ROADWAY SECTION LOCATIONS DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL TYPICAL PRIVATE STREET TURNAROUND DETAIL SCALE: NTS SCALE: NTSTYPICAL PRIVATE STREET TURNAROUND2SCALE: AS SHOWNTYPICAL ROADWAY SECTIONS3 0 SCALE 1" = 20' 40'20'20' I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ G 0 0 4 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 2 7 : 5 7 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 R O A D K ( 5 0 ' P R I V A T E R / W ) ROAD L (50' PRIVATE R / W ) R O A D M ( 5 0 ' P R I V A T E R / W ) ROAD N (50' PRIVATE R / W ) ROAD O (50' PRIVATE R / W ) RO A D N (5 0 ' P R I V A T E R / W ) R O A D X ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) ROAD U (50' PRIV A T E R / W ) N75°39'11"E 35.29' N75°51'40" E 1 6 4 1 . 6 6 ' S5 6 ° 5 1 ' 1 3 " E 6 8 3 . 3 6 ' N 214610. 7 2 E 2350267 . 3 8 100' R/W ( P U B L I C ) SIDBURY R O A D - S R 1 3 3 6 38.6 RBC #101 NC GRID NAD83/2011 N 214245.77 GRID E 2348679.04 GRID EL. 40.06 N75°51'41" E 1 5 7 4 . 0 8 ' ( G R I D ) N75°51'41 " E 1 5 7 4 . 0 5 ' ( G R O U N D ) 1515 17 24 12 18 18 1813 19 14109 19 12 14 17 13 16 19 1814 16 20 18 1514 17 14 15 16 12 16 12 16 14 16 16 13 17 15 15 1515 15 13 17 17 16 8 15 15 15 12 12 12 12 12 13 12 12 13 13 13 12 12 14 14 14 14 14 14 14 16 16 16 20 17 16 12 18 14 14 13 19 13 14 14 12 19 19 15 15 12 12 18 14 1618 98 13 13 13 13 13 13 1313 13 14 14 14 14 14 14 12 12 15 1515 1616 16 16 17 17 17 16 18 18 14 14 14 14 14 14 14 12 12 13 13 15 17 17 16 13 13 14 14 14 1213 14 1512 13 13 13 13 13 13 13 12 12 12 12 12 12 14 14 14 14 14 14 15 15 15 15 16 16 16 16 17 15 19 18 12 22 12 12 12 12 1212 12 12 12 12 12 12 12 13 13 12 13 13 13 13 13 13 13 1313 13 13 14 14 14 14 14 14 14 13 14 15 1515 12 16 16 16 16 14 17 17 16 18 18 19 19 17 13 12 12 1212 12 12 12 12 12 12 12 12 12 12 12 121212 12 12 12 12 12 13 13 13 13 13 13 13 13 13 14 14 14 14 141414 14 14 14 1315 15 15 15 15 16 16 16 16 16 20 18 12 12 12 12 12 12 121212 12121313 1313 14 14 14 14 14 14 17 17 17 16 1818 19 19 19 20 13 1414 15 15 16 12 12 12 12 12 12 12 12 13 13 13 131313 13 13 13 13 13 13 14 1414 14 1414 15 15 16 17 19 19 19 5 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 14 14 13 15 14 16 16 16 1616 15 17 17 20 19 12 1212 12 1212 12 13 13 1313 13 13 13 13 14 14 14 14 14 14 15 15 15 18 17 1188 1618 16 17 1613 13 12 12 12 12 12 12 12 12 12 12 13 13 1313 13 13 13 13 13 13 13 13 13 13 13 13 14 1414 13 14 14 14 14 14 15 1314 15 15 15 16 17 17 8 12 121212 12 12 12 13 13 12 13 13 1313 13 13 14 14 14 1414 15 15 15 15 15 15 15 16 16 16 16 16 17 17 16 18 17 12 12 12 12 12 1313 13 13 13 13 13 14 14 14 14 14 14 14 13 8 2010 9 15 16 15 15 17 16 17 1715 18 18 17 17 17 18 21 8 8 8 912 12 12 12 12 1212 12 9 13 13 13 13 13 1313 13 13 11 11 12 11 14 14 1414 14 14 14 14 14 15 15 15 15 16 16 18 17 19 17 19 18 17 18 12 12 12 13 1313 1313 13 13 14 14 11 15 15 16 16 20 18 19 9 8 17 19 13 13 13 13131212 12 1211 21 9 16 16 1411 14 16 8 13 13 13 13 13 13 13 1313 13 131313 13 13 13 13 12 12 12 12 12 12 12 12 14 1414 14 15 15 15 15 16 14 15 10 16 15 9 20 17 13 14 1314 12 12 12 12 12 12 13 13 13 1313 13 15 1515 16 9 10 8 14 12 12 121212 12 12 12 12 1212 12 12 12 12 12 12 12 12 12 12 1212 12 13 13 13 13 13 13 13 1313 13 13 13 13 1313 13 14 14 14 14 14 14 15 15 16 17 9 12 1212 12 14 14 15 16 18 188 13 5 12 12 12 1212 12 12 12 12 12 1212 12 12 12 12 12 12 12 13 1313 131313 13 13 13 13 13 13 13 1313 13 13 13 14 14 14 14 14 15 15 15 15 15 14 15 15 15 16 18 208 16 13 13 13 13 13 1313 12 12 12 12 12 14 14 1414 15 15 15 15 16 8 12 121212 12 1212 12 12 12 12 121212 12 12 1212 1212 12 1212 12 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 12 14 14 14 14 1414 14 14 14 14 14 14 14 14 14 14 14 15 15 15 15 15 17 16 16 16 16 16 16 20 17 19 18 15 16 8 12 12 12 12 13 13 1313 14 14 14 14 13 16 16 15 17 17 17 15 9 8 12 12 12 12 12 12 12 12 12 1212 12 12 12 1313 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 14 14 14 14 16 16 16 9 18 18 17 17 17 17 24 19 12 12 1212 12 12 12 13 13 13 13 1314 1414 14 14 14 15 16 12 1212 13 13 13 13 1414 1414 14 1415 13 15 15 19 17 15 17178 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 13 13 13 13 13 13 1313 13 13 13 13 13 13 13 13 13 13 13 14 14 14 14 14 1414 14 14 14 14 15 15 15 15 1514 15 15 1515 17 16 17 9 19 1818 17 18 1212 12 12 12 12 12 12 1212 12 1212 12 12 12 12 12 13 13 13 13 13 13 13 13 13 13 14 1414 1414 1414 14 14 14 14 14 151816 17 15 15 15 16 16 151515 16 66 15 17 15 15 1817 18 16 16 15 1420 15 166 12 1212 12 12 12 12 12 12 12 12 12 1212 12 12 12 1212 12 12 13 12 12 12 12 12 12 12 13 13 12 13 13 13 13 13 14 1414 14 14 14 14 14 15 15 15 15 18 17 16 16 16 16 16 16 16 16 16 8 15 13 12 12 1212 12 13 13 13 13 13 12 13 13 15 1412 14 14 141414 1414 14 14 14 14 1414 14 15 15 15 15 15 15 15 1515 15 15 15 15 15 15 1616 16 16 1616 16 1616 8 178 179 15 16 12 12 15 15 14 14 12 12 12 1212 12 12 13 13 13 12 12 14 14 1214 14 14 14 14 1415 15 15 15 15 15 1616 16 18 17 18 17 16 16 22 15 16 16 18 15 16 17 19 12 13 13 15 14 14 14 14 17 18 15 21 39 39 3 9 3 9 39 39 39 39 39 40 4 0 4 1 40 3 9 39 39 3 8 4 0 41 39 41 40 3 9 42 41 41 4 1 40 39 38 23 3 8 2 3 3 9 3 9 41 40 38 39 39 39 39 38 3 9 39 39 3 8 3 8 39 39 39 39 40 3 9 3 9 39 35 36 37 38 39 40 37 37 38 39 41 40 39 38 39 40 39 38 37 3738 3939 3 8 N75°39'11"E 35.29' N75°51'40" E 1 6 4 1 . 6 6 ' S5 6 ° 5 1 ' 1 3 " E 6 8 3 . 3 6 ' N 214610. 7 2 E 2350267 . 3 8 100' R/W ( P U B L I C ) SIDBURY R O A D - S R 1 3 3 6 38.6 RBC #101 NC GRID NAD83/2011 N 214245.77 GRID E 2348679.04 GRID EL. 40.06 N75°51'41" E 1 5 7 4 . 0 8 ' ( G R I D ) N75°51'41 " E 1 5 7 4 . 0 5 ' ( G R O U N D ) 1515 17 24 12 18 18 1813 19 14109 19 12 14 17 13 16 19 1814 16 20 18 1514 17 14 15 16 12 16 12 16 14 16 16 13 17 15 15 1515 15 13 17 17 16 8 15 15 15 12 12 12 12 12 13 12 12 13 13 13 12 12 14 14 14 14 14 14 14 16 16 16 20 17 16 12 18 14 14 13 19 13 14 14 12 19 19 15 15 12 12 18 14 1618 98 13 13 13 13 13 13 1313 13 14 14 14 14 14 14 12 12 15 1515 1616 16 16 17 17 17 16 18 18 14 14 14 14 14 14 14 12 12 13 13 15 17 17 16 13 13 14 14 14 1213 14 1512 13 13 13 13 13 13 13 12 12 12 12 12 12 14 14 14 14 14 14 15 15 15 15 16 16 16 16 17 15 19 18 12 22 12 12 12 12 1212 12 12 12 12 12 12 12 13 13 12 13 13 13 13 13 13 13 1313 13 13 14 14 14 14 14 14 14 13 14 15 1515 12 16 16 16 16 14 17 17 16 18 18 19 19 17 13 12 12 1212 12 12 12 12 12 12 12 12 12 12 12 121212 12 12 12 12 12 13 13 13 13 13 13 13 13 13 14 14 14 14 141414 14 14 14 1315 15 15 15 15 16 16 16 16 16 20 18 12 12 12 12 12 12 121212 12121313 1313 14 14 14 14 14 14 17 17 17 16 1818 19 19 19 20 13 1414 15 15 16 12 12 12 12 12 12 12 12 13 13 13 131313 13 13 13 13 13 13 14 1414 14 1414 15 15 16 17 19 19 19 5 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 14 14 13 15 14 16 16 16 1616 15 17 17 20 19 12 1212 12 1212 12 13 13 1313 13 13 13 13 14 14 14 14 14 14 15 15 15 18 17 1188 1618 16 17 1613 13 12 12 12 12 12 12 12 12 12 12 13 13 1313 13 13 13 13 13 13 13 13 13 13 13 13 14 1414 13 14 14 14 14 14 15 1314 15 15 15 16 17 17 8 12 121212 12 12 12 13 13 12 13 13 1313 13 13 14 14 14 1414 15 15 15 15 15 15 15 16 16 16 16 16 17 17 16 18 17 12 12 12 12 12 1313 13 13 13 13 13 14 14 14 14 14 14 14 13 8 2010 9 15 16 15 15 17 16 17 1715 18 18 17 17 17 18 21 8 8 8 912 12 12 12 12 1212 12 9 13 13 13 13 13 1313 13 13 11 11 12 11 14 14 1414 14 14 14 14 14 15 15 15 15 16 16 18 17 19 17 19 18 17 18 12 12 12 13 1313 1313 13 13 14 14 11 15 15 16 16 20 18 19 9 8 17 19 13 13 13 13131212 12 1211 21 9 16 16 1411 14 16 8 13 13 13 13 13 13 13 1313 13 131313 13 13 13 13 12 12 12 12 12 12 12 12 14 1414 14 15 15 15 15 16 14 15 10 16 15 9 20 17 13 14 1314 12 12 12 12 12 12 13 13 13 1313 13 15 1515 16 9 10 8 14 12 12 121212 12 12 12 12 1212 12 12 12 12 12 12 12 12 12 12 1212 12 13 13 13 13 13 13 13 1313 13 13 13 13 1313 13 14 14 14 14 14 14 15 15 16 17 9 12 1212 12 14 14 15 16 18 188 13 5 12 12 12 1212 12 12 12 12 12 1212 12 12 12 12 12 12 12 13 1313 131313 13 13 13 13 13 13 13 1313 13 13 13 14 14 14 14 14 15 15 15 15 15 14 15 15 15 16 18 208 16 13 13 13 13 13 1313 12 12 12 12 12 14 14 1414 15 15 15 15 16 8 12 121212 12 1212 12 12 12 12 121212 12 12 1212 1212 12 1212 12 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 12 14 14 14 14 1414 14 14 14 14 14 14 14 14 14 14 14 15 15 15 15 15 17 16 16 16 16 16 16 20 17 19 18 15 16 8 12 12 12 12 13 13 1313 14 14 14 14 13 16 16 15 17 17 17 15 9 8 12 12 12 12 12 12 12 12 12 1212 12 12 12 1313 13 13 13 13 13 13 13 14 14 14 14 14 14 14 14 14 14 14 14 16 16 16 9 18 18 17 17 17 17 24 19 12 12 1212 12 12 12 13 13 13 13 1314 1414 14 14 14 15 16 12 1212 13 13 13 13 1414 1414 14 1415 13 15 15 19 17 15 17178 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 13 13 13 13 13 13 1313 13 13 13 13 13 13 13 13 13 13 13 14 14 14 14 14 1414 14 14 14 14 15 15 15 15 1514 15 15 1515 17 16 17 9 19 1818 17 18 1212 12 12 12 12 12 12 1212 12 1212 12 12 12 12 12 13 13 13 13 13 13 13 13 13 13 14 1414 1414 1414 14 14 14 14 14 151816 17 15 15 15 16 16 151515 16 66 15 17 15 15 1817 18 16 16 15 1420 15 166 12 1212 12 12 12 12 12 12 12 12 12 1212 12 12 12 1212 12 12 13 12 12 12 12 12 12 12 13 13 12 13 13 13 13 13 14 1414 14 14 14 14 14 15 15 15 15 18 17 16 16 16 16 16 16 16 16 16 8 15 13 12 12 1212 12 13 13 13 13 13 12 13 13 15 1412 14 14 141414 1414 14 14 14 14 1414 14 15 15 15 15 15 15 15 1515 15 15 15 15 15 15 1616 16 16 1616 16 1616 8 178 179 15 16 12 12 15 15 14 14 12 12 12 1212 12 12 13 13 13 12 12 14 14 1214 14 14 14 14 1415 15 15 15 15 15 1616 16 18 17 18 17 16 16 22 15 16 16 18 15 16 17 19 12 13 13 15 14 14 14 14 17 18 15 21 I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C X - 1 0 4 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 3 1 : 3 2 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 N/F RMP SIDB U R Y R O A D L L C DEED BO O K 5 6 1 7 P A G E 4 4 2 MAP BOO K 2 0 P A G E 8 9 N/FCORBETT INDUSTRI E S I N C . DEED BOOK 5578 P A G E 3 3 8 0 0 0 0 G G G G G G G G G G G G G G G G G G G G G E TV TV TV TV TV UNK TV TV TV TV TV EOI N/F NC DEPT O F T R A N S P O R T A T I O N DEED BOO K 3 0 9 9 P A G E 3 4 4 N/FRMP SIDBURY ROAD L L C DEED BOOK 5617 PA G E 4 4 2 MAP BOOK 20 PAGE 8 9 100' R/W ( P U B L I C )SIDBURY R O A D - S R 1 3 3 6 41 . 1 39 39 3 9 37 38 3 8 38 3738 39 39 39 39 39 39 3738 3 9 39 39 39 39 39 40 4 0 4 140 3 9 39 3 7 38 39 38 39 37 3838 39 3 8 4 0 41 4 1 4 2 40 39 41 40 3 9 4241 41 4 1 40 39 38 23 3 8 23 38 23 38 38 3940 41 3 9 3 9 41 40 38 39 39 39 39 38 3 9 3939 40 40 39 3 9 39 3 9 39 4 0 39 39 39 3 9 3 9 3 8 3 8 3 8 37 29 27 38 38 38 37 37 38 38 38 38 39 39 39 39 40 3 9 3 9 39 3 9 35 36 37 38 39 40 37 37383941 40 39 38 39 40 39 38 37 3738 3939 3 8 LO D LO D LO D LO D LOD LO D LOD LOD LOD LO D LO D LO D LO D LODLOD LOD LO D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D LO D LOD LOD LOD LO D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD SF S F SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF >TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD >TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD >TDD>TDD>TDD>TDD>TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD>TDD >TDD >TDD >TDD>TDD >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D L O D LO D LO D LO D LOD S F LODLODLODLODLODLODLOD LO D LO D LOD LOD LOD LOD LOD L O D L O D LO D LO D LO D LOD L O D LO D LODLO D LO D L O D L O D LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D 25 3540 35 35 25 40 35 2530 253035 40 4 0 3 5 30 30 30 253035 40 3 0 2 5 25 2630353739 3936 37353026 2630353636353027 2730 353739 273035373530 29 293035 40 40 353027 27303536 40 3 9 3 5 3 4 343539 3 9 3 5 3 4 N/F RMP SIDB U R Y R O A D L L C DEED BO O K 5 6 1 7 P A G E 4 4 2 MAP BOO K 2 0 P A G E 8 9 N/FCORBETT INDUSTRI E S I N C . DEED BOOK 5578 P A G E 3 3 8 0 0 0 0 G G G G G G G G G G G G G G G G G G G G G E TV TV TV TV TV UNK TV TV TV TV TV EOI N/F NC DEPT O F T R A N S P O R T A T I O N DEED BOO K 3 0 9 9 P A G E 3 4 4 N/FRMP SIDBURY ROAD L L C DEED BOOK 5617 PA G E 4 4 2 MAP BOOK 20 PAGE 8 9 100' R/W ( P U B L I C )SIDBURY R O A D - S R 1 3 3 6 41 . 1 NOTE: ·SILT FENCE TO BE PLACED AT LIMITS OF DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET FOR CLARITY. ·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF IN PERMANENT DIVERSION DITCH. ·WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. PHASE 1 DISTURBED AREA = 52.00 ACRES PHASE 2 DISTURBED AREA = 77.18 ACERS TOTAL DISTURBED AREA =77.18 ACRES PHASE 1 CONSTRUCTION SEQUENCE 1.A PRE-CONSTRUCTION CONFERENCE MUST BE HELD 48 HOURS PRIOR TO THE START OF ANY CONSTRUCTION ACTIVITIES. THE EROSION CONTROL INSPECTOR, ENGINEER, AND CONTRACTOR SHALL MEET AT THE NEW HANOVER COUNTY EROSION CONTROL INSPECTOR'S OFFICE. 2.WORK IN THE INITIAL LIMITS OF DISTURBANCE AS SHOWN TO INSTALL CONSTRUCTION ENTRANCES, DITCH PLUGS, SILT FENCE, TEMPORARY AND PERMANENT DIVERSIONS, PERIMETER DIKE AND SEDIMENT BASINS. 3. INSTALL TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AS SHOWN. CONTRACTOR SHALL MAINTAIN A SUFFICIENT GRAVEL ENTRANCE UNTIL FINAL SUB-GRADE IS ESTABLISHED. IF DIRT/MUD GETS ON THE STREET, THEN A WASH RACK WILL NEED TO BE INSTALLED. 4.INSTALL SILT FENCE AS NOTED ON PLANS BEFORE COMMENCING ANY LAND DISTURBING ACTIVITY OUTSIDE OF THE INITIAL LIMITS OF DISTURBANCE. SILT FENCE WILL BE INSTALLED JUST INSIDE THE LIMITS OF DISTURBANCE LINE. FILL EXISTING DITCHES AS SHOWN ON THE PLANS AFTER THE DITCH PLUGS HAVE BEEN INSTALLED. 5.INSTALL TEMPORARY SKIMMER BASINS WITHIN THE LIMITS OF CONSTRUCTION AS SHOWN ON THE PLANS IN ORDER TO TREAT SEDIMENT LADEN WATER. BASINS SHALL BE CONSTRUCTED PRIOR TO CONSTRUCTION OF ANY DIVERSION DITCHES THAT CONVEY WATER TO THE BASINS. CONTRACTOR TO FIELD ADJUST TEMPORARY DIVERSION DITCHES AS REQUIRED TO MAINTAIN THE DIVERSION TO THE BASINS. 6.COMMENCE CLEARING, GRUBBING AND ROUGH GRADING WITHIN THE OVERALL LIMITS OF DISTURBANCE. 7.COMMENCE DEMOLITION OF EXISTING BUILDINGS, DRIVES, FENCES, GATES, WELLS, GARDENS AND EXISTING UTILITY SERVICES. ALL DEMOLITION MATERIAL SHALL BE DISPOSED OF, SALVAGED, OR RECYCLED PER THE PROJECT SPECIFICATIONS. 8.COORDINATE DISCONNECTION OF EXISTING UTILITIES - KNOWN UTILTIES INCLUDE: ·ELECTRICAL SERVICES AND POLES WITH DUKE ENERGY PROGRESS 9.PROVIDE TEMPORARY STABILIZATION AND SEEDING AS NECESSARY TO PREVENT EROSION. REFER TO CE-501 FOR SEEDBED PREPARATION NOTES AND SEEDING SCHEDULE. LIMITS OF DISTURBANCE LOD TEMPORARY SILT FENCE SF CLEAN WATER DIVERSION DITCH >CWD TEMPORARY CONSTRUCTION ENTRANCE DISCHARGE PIPE FAIRCLOTH SKIMMER EXISTING WETLANDS PROJECT BOUNDARY WATTLE / CHECK DAM RIPRAP OUTLET PAD TEMPORARY DIVERSION DITCH >TDD OVERALL EROSION CONTROL PLAN2 LEGEND AND NOTES1 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL DITCH TO BE FILLED TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL 2; CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL SHEET CE-501 PHASE 2 LIMITS OF DISTURBANCE TSB-7 TSB-5 TSB-6 TEMPORARY SILT FENCE (SF 2) SEE DETAIL SHEET CE-501 SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 RIPRAP OUTLET PROTECTION (TYP.) SEE DETAIL 3; CE-502 CLEAN WATER DIVERSION AND WATTLES TO REMAIN IN PLACE UNTIL DRAINAGE MEASURES IN PLACE TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL 2; CE-501 PHASE 2 LIMITS OF DISTURBANCE RIPRAP OUTLET PROTECTION (TYP.) SEE DETAIL 3; CE-502 CLEAN WATER DIVERSION AND WATTLES TO REMAIN IN PLACE LAST WATTLE TO BE A 6-WATTLE PYRAMID: 3 WATTLES ON THE BOTTOM: 2 WATTLES ON TOP OF THAT. AND A SINGLE WATTLE ON TOP OF THAT DITCH PLUG SEE DETAIL 5; CE-503 TEMPORARY 18" CULVERT CROSSING (TYP.) SEE DETAIL 5; CE-501 TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; CE-502 WATTLE (TYP.) SEE DETAIL 2; CE-502 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; CE-501 SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; CE-501 SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 DITCH TO BE FILLED (TYP) PHASE 2 LIMITS OF DISTURBANCE FEEDER TO ISLAND CREEK INSTALL 24" RCP CULVERT CROSSING SEE DETAIL X; CE-501 DITCH PLUG (TYP) SEE DETAIL 5; CE-503 DITCH TO BE FILLED (TYP) FILL EXISTING DITCH (TYP) SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; CE-502 TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; CE-502 TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; CE-502 TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL 2; CE-501 SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; CE-502 CE-100 9 1"=150' N/A OVERALL EROSION CONTROL PLAN KEY MAP SCALE: NTS 0 SCALE: 1"=150' (Horiz.) 300'150'150' N STOCKPILE AREA STOCKPILE AREA PHASE 1 LIMITS OF DISTURBANCE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E - 1 0 0 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 3 4 : 3 6 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 3 8 3 7 37 38 3 8 4 0 41 41 4 2 40 39 41 40 38 23 38 38 39 40 41 3 9 3 9 4 1 TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL 2; CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501OVERALL LIMITS OF DISTURBANCE RIPRAP OUTLET PROTECTION (TYP) SEE DETAIL 3; CE-502 TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL 2; CE-501 TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; SHEET CE-502 TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; SHEET CE-502 LAST WATTLE TO BE A 6-WATTLE PYRAMID; 3 WATTLES ON THE BOTTOM, 2 WATTLES ON TOP OF THAT, AND A SINGLE WATTLE ON TOP OF THAT. PHASE 1 LIMITS OF DISTURBANCE WATTLE (TYP) SEE DETAIL 2; CE-502 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 CLEAN WATER DIVERSION AND WATTLES TO REMAIN IN PLACE UNTIL DRAINAGE MEASURES IS IN PLACE CLEAN WATER DIVERSION AND WATTLES FROM PHASE 1 DITCH PLUG SEE DETAIL 5; SHEET CE-503 DITCH PLUG SEE DETAIL 5; SHEET CE-503 PHASE 2 PROJECT BOUNDARY LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD SF SF SF SF SF SF SF SF SF SF SF SF SF >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD >TDD>TDD >TDD>TDD >TDD>TDD >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D SF SF SF SF SF SF SFSFSFSFSF SF SFSF LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LAST WATTLE TO BE A 6-WATTLE PYRAMID; 3 WATTLES ON THE BOTTOM, 2 WATTLES ON TOP OF THAT, AND A SINGLE WATTLE ON TOP OF THAT. CE-101 10 1"=50' N/A ENLARGED PH-1 EROSION CONTROL NOTE: ·SILT FENCE TO BE PLACED AT LIMITS OF DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET FOR CLARITY. ·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF IN PERMANENT DIVERSION DITCH. ·WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. PHASE 1 EROSION PLAN DISTURBED AREA = 52.00 ACRES TOTAL DISTURBED AREA =77.18 ACRES DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED PH-1 EROSION CONTROL2 LEGEND AND NOTES1 LIMITS OF DISTURBANCE LOD TEMPORARY SILT FENCE SF CLEAN WATER DIVERSION DITCH >CWD TEMPORARY CONSTRUCTION ENTRANCE DISCHARGE PIPE FAIRCLOTH SKIMMER EXISTING WETLANDS PROJECT BOUNDARY WATTLE / CHECK DAM RIPRAP OUTLET PAD TEMPORARY DIVERSION DITCH >TDD DITCH TO BE FILLED 0 SCALE: 1"=50' (Horiz.) 100'50'50' N KEY MAP SCALE: NTS SE E S H E E T C U - 1 0 2 MA T C H L I N E SEE SHEET CU-104 MATCHLINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 3 7 : 1 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 37 38 38 3738 39 39 39 39 3939 3738 38 39 38 39 38 DITCH TO BE FILLED (TYP) TEMPORARY 18" CULVERT CROSSING SEE DETAIL X; CE-501 TEMPORARY 18" CULVERT CROSSING SEE DETAIL X; CE-501 TEMPORARY 18" CULVERT CROSSING SEE DETAIL X; CE-501 DITCH PLUG SEE DETAIL 5; SHEET CE-503 DITCH PLUG SEE DETAIL 5; SHEET CE-503 DITCH PLUG SEE DETAIL 5; SHEET CE-503 DITCH TO BE FILLED (TYP) DITCH TO BE FILLED (TYP) DITCH TO BE FILLED (TYP) DITCH TO BE FILLED (TYP) PHASE 1 LIMITS OF DISTURBANCE SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; SHEET CE-502 LAST WATTLE TO BE A 6-WATTLE PYRAMID; 3 WATTLES ON THE BOTTOM, 2 WATTLES ON TOP OF THAT, AND A SINGLE WATTLE ON TOP OF THAT. TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; SHEET CE-502 TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; SHEET CE-502 RIPRAP OUTLET PROTECTION (TYP) SEE DETAIL 3; CE-502 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 WATTLE (TYP) SEE DETAIL 2; CE-502 CLEAN WATER DIVERSION AND WATTLES TO REMAIN IN PLACE PHASE 1 LIMIT OF DISTRURBANCE PHASE 1 LIMIT OF DISTRURBANCE OVERALL LIMIT OF DISTRURBANCE LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF >TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD >TDD>TDD>TDD >TDD>TDD >TDD>TDD>TDD>TDD>TDD >TDD>TDD>TDD>TDD>TDD >TDD>TDD>TDD>TDD>TDD >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D >C W D SF SF SF SF SF SF SF SF SF SF SF SF LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LO D LO D LO D LO D LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LOD LODLOD LO D L O D L O D L O D LO D LODLODLODLODLODLOD LO D LO D LO D LOD LO D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D 25 3540 35 35 25 40 35 25 30 25 30 35 40 4 0 3 5 30 30 30 25 30 35 40 3 0 2 5 25 2630353739 39 36 37 3530 26 26 30 3536 3635 30 27 27 30 35 37 39 RIPRAP OUTLET PROTECTION (TYP) SEE DETAIL 3; CE-502 RIPRAP OUTLET PROTECTION (TYP) SEE DETAIL 3; CE-502 TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; SHEET CE-502 SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 ENLARGED PH-1 EROSION CONTROL2 CE-102 11 1"=50' N/A ENLARGED PH-1 EROSION CONTROL DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1LEGEND AND NOTES1 NOTE: ·SILT FENCE TO BE PLACED AT LIMITS OF DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET FOR CLARITY. ·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF IN PERMANENT DIVERSION DITCH. ·WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. PHASE 1 EROSION PLAN DISTURBED AREA = 52.00 ACRES TOTAL DISTURBED AREA =77.18 ACRES LEGEND LIMITS OF DISTURBANCE LOD TEMPORARY SILT FENCE SF CLEAN WATER DIVERSION DITCH >CWD TEMPORARY CONSTRUCTION ENTRANCE DISCHARGE PIPE FAIRCLOTH SKIMMER EXISTING WETLANDS PROJECT BOUNDARY WATTLE / CHECK DAM RIPRAP OUTLET PAD TEMPORARY DIVERSION DITCH >TDD DITCH TO BE FILLED SEE SHEET CE-103 MATCHLINE SE E S H E E T C E - 1 0 1 MA T C H L I N E KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' N I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 3 7 : 2 8 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 39 39 3 9 3 9 39 39 39 39 39 40 40 4 1 40 3 9 DITCH PLUG SEE DETAIL 5; SHEET CE-503 TEMPORARY 18" CULVERT CROSSING SEE DETAIL X; CE-501 TEMPORARY 18" CULVERT CROSSING SEE DETAIL X; CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 DITCH PLUG SEE DETAIL 5; SHEET CE-503 DITCH TO BE FILLED (TYP) DITCH TO BE FILLED (TYP) SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 OVERALL LIMITS OF DISTURBANCE TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; SHEET CE-502 TEMPORARY DIVERSION DITCH (TDD-7) SEE DETAIL 1; SHEET CE-502 WATTLE (TYP) SEE DETAIL 2; CE-502 WATTLE (TYP) SEE DETAIL 2; CE-502 INSTALL 18" RCP CULVERT CROSSING SEE DETAIL X; CE-501 INSTALL 24" RCP CULVERT CROSSING SEE DETAIL X; CE-501 CLEAN WATER DIVERSION AND WATTLES TO REMAIN IN PLACE PHASE 1 LIMIT OF DISTURBANCE LOD LOD LOD LO D L O D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D SF SF SF SF SF SF SF SF SF SF SF SF SF SF S FSFSFSFSFSFSFSFSFSFSFSFSFSF >TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD >TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD>TDD >C W D >C W D >C W D >C W D >C W D >C W D >C W D SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSF SF SF LO D LO D LO D LO D LO D LO D LO D LOD LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D 27 3035373530 29 2930 35 40 40 35 30 27 27 30 35 36 40 RIPRAP OUTLET PROTECTION (TYP) SEE DETAIL 3; CE-502 CE-103 12 1"=50' N/A ENLARGED PH-1 EROSION CONTROL DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED PH-1 EROSION CONTROL2 LEGEND AND NOTES1 NOTE: ·SILT FENCE TO BE PLACED AT LIMITS OF DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET FOR CLARITY. ·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF IN PERMANENT DIVERSION DITCH. ·WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. PHASE 1 EROSION PLAN DISTURBED AREA = 52.00 ACRES TOTAL DISTURBED AREA =77.18 ACRES LEGEND LIMITS OF DISTURBANCE LOD TEMPORARY SILT FENCE SF CLEAN WATER DIVERSION DITCH >CWD TEMPORARY CONSTRUCTION ENTRANCE DISCHARGE PIPE FAIRCLOTH SKIMMER EXISTING WETLANDS PROJECT BOUNDARY WATTLE / CHECK DAM RIPRAP OUTLET PAD TEMPORARY DIVERSION DITCH >TDD DITCH TO BE FILLED KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' N SE E S H E E T C E - 1 0 4 MA T C H L I N E SEE SHEET CE-105 MATCHLINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 3 7 : 4 3 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 G G G G G G G TV TV 39 3 9 42 41 41 4 1 40 39 38 23 3 8 2 3 40 38 39 39 39 39 38 3 9 3939 40 40 39 39 4 0 39 39 39 3 9 3 8 3 8 38 3 9 39 3 9 35 36 37 3 8 G G G G G G G TV TV TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL 2; CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 OVERALL LIMITS OF DISTURBANCE TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 PHASE 1 LIMITS OF DISTURBANCE PHASE 2 PROJECT BOUNDARY LO D LO D LO D LO D LODLO D LO D LO D LODLODLOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D LO D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD S F S F S F SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSF >TDD>TDD >TDD>TDD >C W D >C W D >C W D >C W D >C W D >C W D >C W D SF SF SF SF SF SF SF SF SF SF SF SF LODLODLODLOD RIPRAP OUTLET PROTECTION (TYP) SEE DETAIL 3; CE-502 CLEAN WATER DIVERSION AND WATTLES TO REMAIN IN PLACE UNTIL DRAINAGE MEASURES IS IN PLACE FL ELEV. 31.60 CE-104 13 1"=50' N/A ENLARGED PH-1 EROSION CONTROL DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED PH-1 EROSION CONTROL2 LEGEND AND NOTES1 NOTE: ·SILT FENCE TO BE PLACED AT LIMITS OF DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET FOR CLARITY. ·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF IN PERMANENT DIVERSION DITCH. ·WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. PHASE 1 EROSION PLAN DISTURBED AREA = 52.00 ACRES TOTAL DISTURBED AREA =77.18 ACRES LEGEND LIMITS OF DISTURBANCE LOD TEMPORARY SILT FENCE SF CLEAN WATER DIVERSION DITCH >CWD TEMPORARY CONSTRUCTION ENTRANCE DISCHARGE PIPE FAIRCLOTH SKIMMER EXISTING WETLANDS PROJECT BOUNDARY WATTLE / CHECK DAM RIPRAP OUTLET PAD TEMPORARY DIVERSION DITCH >TDD DITCH TO BE FILLED S E E S H E E T C E - 1 0 5 M A T C H L I N E SE E S H E E T C E - 1 0 3 MA T C H L I N E KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' N I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 3 7 : 5 8 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 OHE OHE G G G G G G G G G G G G G G G G G G G G G G 100' R/ W ( P U B L I C ) SIDBUR Y R O A D - S R 1 3 3 6 39 3 9 39 39 39 39 40 3 9 3 9 38 39 40 39 38 39 40 39 38 37 37 38 3939 OHE OHE G G G G G G G G G G G G G G G G G G G G G G 100' R/ W ( P U B L I C ) SIDBUR Y R O A D - S R 1 3 3 6 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 OVERALL LIMITS OF DISTURBANCE PHASE 2 PROJECT BOUNDARY DITCH PLUG SEE DETAIL 5; SHEET CE-503 LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D S F S F S F SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SFSFSFSF SFSFSF SF SF S F S F S F S F S F 373530 29 2930 35 40 3 9 3 5 3 4 3435 39 3 9 3 5 3 4 2- 18" HP PIPES SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 FL ELEV. 34.46 FL ELEV. 32.33 FL ELEV. 31.60 CE-105 14 1"=50' N/A ENLARGED PH-1 EROSION CONTROL DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED PH-1 EROSION CONTROL2 LEGEND AND NOTES1 NOTE: ·SILT FENCE TO BE PLACED AT LIMITS OF DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET FOR CLARITY. ·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF IN PERMANENT DIVERSION DITCH. ·WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. PHASE 1 EROSION PLAN DISTURBED AREA = 52.00 ACRES TOTAL DISTURBED AREA =77.18 ACRES LEGEND LIMITS OF DISTURBANCE LOD TEMPORARY SILT FENCE SF CLEAN WATER DIVERSION DITCH >CWD TEMPORARY CONSTRUCTION ENTRANCE DISCHARGE PIPE FAIRCLOTH SKIMMER EXISTING WETLANDS PROJECT BOUNDARY WATTLE / CHECK DAM RIPRAP OUTLET PAD TEMPORARY DIVERSION DITCH >TDD DITCH TO BE FILLED SEE SHEET CE-103 MATCHLINE KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' NS E E S H E E T C E - 1 0 4 M A T C H L I N E I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 3 8 : 1 3 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 3 8 3 7 37 38 3 8 4 0 41 41 4 2 40 39 41 40 38 23 38 38 39 40 41 3 9 3 9 4 1 ROAD M (50' PRIVATE R/W) ROAD I (50' PRIVATE R/W) RO A D L (5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) X X X X X X X LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LOD LOD LOD LO D LOD LOD LOD LOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLOD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSF SF SFSF TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL 2; CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL 2; CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 PHASE 2 PROJECT BOUNDARY DITCH TO BE FILLED (TYP) DITCH TO BE FILLED (TYP) DITCH TO BE FILLED (TYP) INLET PROTECTION (TYP) INLET PROTECTION (TYP) CE-106 15 1"=50' N/A ENLARGED PH-2 EROSION CONTROL DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED PH-2 EROSION CONTROL2 LEGEND AND NOTES1 NOTE: ·SILT FENCE TO BE PLACED AT LIMITS OF DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET FOR CLARITY. ·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF IN PERMANENT DIVERSION DITCH. ·WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. PHASE 2 EROSION PLAN DISTURBED AREA = 77.18 ACRES TOTAL DISTURBED AREA =77.18 ACRES LEGEND LIMITS OF DISTURBANCE LOD TEMPORARY SILT FENCE SF CLEAN WATER DIVERSION DITCH >CWD TEMPORARY CONSTRUCTION ENTRANCE DISCHARGE PIPE FAIRCLOTH SKIMMER EXISTING WETLANDS PROJECT BOUNDARY WATTLE / CHECK DAM RIPRAP OUTLET PAD TEMPORARY DIVERSION DITCH >TDD DITCH TO BE FILLED 0 SCALE: 1"=50' (Horiz.) 100'50'50' N KEY MAP SCALE: NTS SE E S H E E T C E - 1 0 7 MA T C H L I N E SEE SHEET CE-109 MATCHLINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E - 1 0 6 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 0 : 4 4 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 37 38 38 3738 39 39 39 39 3939 3738 38 39 38 39 38 RO A D M (5 0 ' P R I V A T E R / W ) RO A D N (5 0 ' P R I V A T E R / W ) RO A D P (5 0 ' P R I V A T E R / W ) ROAD P (50' PRIVATE R/W) LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLODLOD SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF SF 25 3540 35 35 25 40 35 25 30 25 30 35 40 4 0 3 5 30 30 30 25 30 35 40 3 0 2 5 25 2630353739 39 36 37 3530 26 26 30 3536 3635 30 27 27 30 35 37 39 DITCH PLUG SEE DETAIL 5; SHEET CE-503 DITCH PLUG SEE DETAIL 5; SHEET CE-503 DITCH TO BE FILLED (TYP)DITCH TO BE FILLED (TYP) DITCH TO BE FILLED (TYP) DITCH TO BE FILLED (TYP) PHASE 2 LIMITS OF DISTURBANCE SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 LAST WATTLE TO BE A 6-WATTLE PYRAMID; 3 WATTLES ON THE BOTTOM, 2 WATTLES ON TOP OF THAT, AND A SINGLE WATTLE ON TOP OF THAT. RIPRAP OUTLET PROTECTION (TYP) SEE DETAIL 3; CE-502 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 CLEAN WATER DIVERSION AND WATTLES TO REMAIN IN PLACE OVERALL LIMIT OF DISTRURBANCE DITCH TO BE FILLED (TYP) INLET PROTECTION (TYP) DITCH TO BE FILLED (TYP) ENLARGED PH-2 EROSION CONTROL2 CE-107 16 1"=50' N/A ENLARGED PH-2 EROSION CONTROL DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1LEGEND AND NOTES1 NOTE: ·SILT FENCE TO BE PLACED AT LIMITS OF DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET FOR CLARITY. ·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF IN PERMANENT DIVERSION DITCH. ·WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. PHASE 2 EROSION PLAN DISTURBED AREA = 77.18 ACRES TOTAL DISTURBED AREA =77.18 ACRES LEGEND LIMITS OF DISTURBANCE LOD TEMPORARY SILT FENCE SF CLEAN WATER DIVERSION DITCH >CWD TEMPORARY CONSTRUCTION ENTRANCE DISCHARGE PIPE FAIRCLOTH SKIMMER EXISTING WETLANDS PROJECT BOUNDARY WATTLE / CHECK DAM RIPRAP OUTLET PAD TEMPORARY DIVERSION DITCH >TDD DITCH TO BE FILLED SEE SHEET CE-108 MATCHLINE SE E S H E E T C E - 1 0 6 MA T C H L I N E KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' N I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E - 1 0 6 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 0 : 5 9 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 39 39 3 9 3 9 39 39 39 39 39 40 40 4 1 40 3 9 ROAD L (50' PRIVATE R/W) ROAD N (50' PRIVATE R/W) ROAD O (50' PRIVATE R/W) RO A D N (5 0 ' P R I V A T E R / W ) PUMP STATION X LOD LOD LOD LO D L O D L O D L O D L O D L O D L O D L O D L O D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D LO D SF SF SF SF SF SF SF SF SF SF SF SF SF SF S FSFSFSFSFSFSFSFSFSFSFSFSFSF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSFSFSFSFSF SF SF 27 3035373530 29 2930 35 40 40 35 30 27 27 30 35 36 40 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 DITCH TO BE FILLED (TYP) DITCH TO BE FILLED (TYP) DITCH TO BE FILLED (TYP) SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 OVERALL LIMITS OF DISTURBANCE SILT FENCE (SF 2) CLEAN WATER DIVERSION AND WATTLES TO REMAIN IN PLACE FEEDER TO ISLAND CREEK INLET PROTECTION (TYP) CE-108 17 1"=50' N/A ENLARGED PH-2 EROSION CONTROL DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED PH-2 EROSION CONTROL2 LEGEND AND NOTES1 NOTE: ·SILT FENCE TO BE PLACED AT LIMITS OF DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET FOR CLARITY. ·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF IN PERMANENT DIVERSION DITCH. ·WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. PHASE 1 EROSION PLAN DISTURBED AREA = 77.18 ACRES TOTAL DISTURBED AREA =77.18 ACRES LEGEND LIMITS OF DISTURBANCE LOD TEMPORARY SILT FENCE SF CLEAN WATER DIVERSION DITCH >CWD TEMPORARY CONSTRUCTION ENTRANCE DISCHARGE PIPE FAIRCLOTH SKIMMER EXISTING WETLANDS PROJECT BOUNDARY WATTLE / CHECK DAM RIPRAP OUTLET PAD TEMPORARY DIVERSION DITCH >TDD DITCH TO BE FILLED KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' N SE E S H E E T C E - 1 0 9 MA T C H L I N E SEE SHEET CE-107 MATCHLINE SEE SHEET CE-110 MATCHLINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E - 1 0 6 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 1 : 1 4 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 39 3 9 42 41 41 4 1 40 39 38 23 3 8 2 3 40 38 39 39 39 39 38 3 9 3939 40 40 39 39 4 0 39 39 39 3 9 3 8 3 8 38 3 9 39 3 9 35 36 37 3 8 R O A D J ( 5 0 ' P R I V A T E R / W ) R O A D K ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) LO D LO D LO D LO D LODLO D LO D LO D LODLODLOD LOD LOD LOD LOD LOD LO D LO D LO D LO D LO D LO D LO D L O D L O D L O D L O D LO D L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LOD LOD LOD LOD LOD S F S F S F SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SF TEMPORARY CONSTRUCTION ENTRANCE SEE DETAIL 2; CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 OVERALL LIMITS OF DISTURBANCE TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 TEMPORARY SILT FENCE (SF 2) SEE DETAIL 1; SHEET CE-501 PHASE 2 PROJECT BOUNDARY INLET PROTECTION (TYP) CE-109 18 1"=50' N/A ENLARGED PH-2 EROSION CONTROL DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED PH-2 EROSION CONTROL2 LEGEND AND NOTES1 NOTE: ·SILT FENCE TO BE PLACED AT LIMITS OF DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET FOR CLARITY. ·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF IN PERMANENT DIVERSION DITCH. ·WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. PHASE 2 EROSION PLAN DISTURBED AREA = 77.18 ACRES TOTAL DISTURBED AREA =77.18 ACRES LEGEND LIMITS OF DISTURBANCE LOD TEMPORARY SILT FENCE SF CLEAN WATER DIVERSION DITCH >CWD TEMPORARY CONSTRUCTION ENTRANCE DISCHARGE PIPE FAIRCLOTH SKIMMER EXISTING WETLANDS PROJECT BOUNDARY WATTLE / CHECK DAM RIPRAP OUTLET PAD TEMPORARY DIVERSION DITCH >TDD DITCH TO BE FILLED S E E S H E E T C E - 1 1 0 M A T C H L I N E SE E S H E E T C E - 1 0 8 MA T C H L I N E KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' N I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E - 1 0 6 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 1 : 2 9 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 100' R/ W ( P U B L I C ) SIDBUR Y R O A D - S R 1 3 3 6 39 3 9 39 39 39 39 40 3 9 3 9 38 39 40 39 38 39 40 39 38 37 37 38 3939 100' R/ W ( P U B L I C ) SIDBUR Y R O A D - S R 1 3 3 6 R O A D M (5 0 ' P R I V A T E R / W ) LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD L O D L O D L O D L O D L O D L O D L O D L O D L O D L O D LO D S F S F S F SFSFSFSFSFSF SF SF SF SF SF SF SF SF SF SF SF SFSFSFSFSFSFSFSF SFSFSFSF SFSFSF SF SF S F S F S F S F S F 373530 29 2930 35 40 3 9 3 5 3 4 3435 39 3 9 3 5 3 4 DITCH TO BE FILLED (TYP) SKIMMER AND OUTLET STRUCTURE (TYP.) SEE DETAIL 5; CE-502 OVERALL LIMITS OF DISTURBANCE PHASE 2 PROJECT BOUNDARY DITCH PLUG SEE DETAIL 5; SHEET CE-503 INLET PROTECTION (TYP) CE-110 19 1"=50' N/A ENLARGED PH-2 EROSION CONTROL DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED PH-2 EROSION CONTROL2 LEGEND AND NOTES1 NOTE: ·SILT FENCE TO BE PLACED AT LIMITS OF DISTURBANCE AND HAS BEEN SHOWN AS AN OFFSET FOR CLARITY. ·WATTLE / CHECK DAMS TO BE PLACED EVERY 200 LF IN PERMANENT DIVERSION DITCH. ·WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. PHASE 1 EROSION PLAN DISTURBED AREA = 77.18 ACRES TOTAL DISTURBED AREA =77.18 ACRES LEGEND LIMITS OF DISTURBANCE LOD TEMPORARY SILT FENCE SF CLEAN WATER DIVERSION DITCH >CWD TEMPORARY CONSTRUCTION ENTRANCE DISCHARGE PIPE FAIRCLOTH SKIMMER EXISTING WETLANDS PROJECT BOUNDARY WATTLE / CHECK DAM RIPRAP OUTLET PAD TEMPORARY DIVERSION DITCH >TDD DITCH TO BE FILLED SEE SHEET CE-108 MATCHLINE KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' NS E E S H E E T C E - 1 0 9 M A T C H L I N E I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E - 1 0 6 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 1 : 4 4 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 CURVE TABLE CURVE RADIUS LENGTH TANGENT BEARING CHORD DELTA ∆ 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 OUT PARCEL ±5 ACRES PH A S E 3 PH A S E 2 ROAD M (50' PRIVATE R / W ) R O A D J ( 5 0 ' P R I V A T E R / W ) ROAD I (50' PRIVATE R/ W ) ROAD B (50' PRI V A T E R / W ) R O A D J ( 5 0 ' P R I V A T E R / W ) ROAD C (50' PRI V A T E R / W ) RO A D G (5 0 ' P R I V A T E R / W ) ROAD I (50' PRIVATE R/W) R O A D K ( 5 0 ' P R I V A T E R / W ) ROAD H (50' PRIVATE R/W) RO A D L (5 0 ' P R I V A T E R / W ) RO A D G (5 0 ' P R I V A T E R / W ) ROAD L (50' PRIVATE R / W ) R O A D M (5 0 ' P R I V A T E R / W ) RO A D M (5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) ROAD P (50' PRIVATE R/ W ) RO A D N (5 0 ' P R I V A T E R / W ) ROAD N (50' PRIVATE R/ W ) ROAD O (50' PRIVATE R/ W ) RO A D N (5 0 ' P R I V A T E R / W ) RO A D P (5 0 ' P R I V A T E R / W ) ROAD O (50' PRIVATE R/ W ) RO A D Q (5 0 ' P R I V A T E R / W ) RO A D Q (5 0 ' P R I V A T E R / W ) R O A D X ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) ROAD U (50' PRIVA T E R / W ) R O A D Q ( 5 0 ' P R I V A T E R / W ) ROAD P (50' PRIVATE R/ W ) M A T C H L I N E " A " EOI 100' R/W ( P U B L I C )SIDBURY R O A D - S R 1 3 3 6 PHASE 2 M A T C H L I N E " A " EOI 100' R/W ( P U B L I C )SIDBURY R O A D - S R 1 3 3 6 P H A S E 2 P H A S E 2 PH A S E 2 PH A S E 1 PHASE 1 P H A S E 1 P H A S E 3 OVERALL SITE PLAN2 CS-100 20 1"=150' N/A OVERALL SITE PLAN NOTES: WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES. TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120' AT STREET CORNERS. 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 EASEMENT. SITE DATA TABLE GENERAL INFORMATION PROPERTY OWNER:RMP SIDBURY ROAD LLC PARCEL ID:R01900-002-004-000, R01900-002-009-000 CURRENT ZONING:R15 TOTAL ACREAGE:75.09 AC (3,270,903 SF) PROPOSED USE:PERFORMANCE RESIDENTIAL ADDRESS:6010 SIDBURY RD; 6220 SIDBURY RD BUILDING SETBACKS REQUIRED PROPOSED PROPERTY PERIPHERY 20'20' DETACHED SINGLE FAMILY DWELLING UNITS 10' SEPARATION 10' SEPARATION AREA CALCULATIONS RESIDENTIAL USE 75.09 ACRES (3,270,903 SF) TOTAL SITE ACREAGE 75.09 ACRES PROPOSED UNITS 222 DU PROPOSED DENSITY 2.96 DU/ACRE REQUIRED PROVIDED OPEN SPACE REQUIREMENT .03 AC * 222 DU = 6.66 ACRES ACTIVE OPEN SPACE = 50%, 3.33 ACRES PASSIVE OPEN SPACE = 50%, 3.33 ACRES 6.66 ACRES TOTAL 3.33 ACRES (ACTIVE) 3.33 ACRES (PASSIVE) 16.79 ACRES TOTAL ±731,664 SF ±9.67 ACRES ±421,382 SF (ACTIVE) ±7.12 ACRES ±310,282 SF (PASSIVE) PROPOSED UNITS PHASE 2 TOWNHOMES (30' x 120') SINGLE FAMILY (60' x 120') TOTAL UNITS 59 163 TOTAL BEDROOM COUNT (3 PER UNIT)666 STRUCTURE AREAS RIGHT OF WAY PROPOSED WIDTH 50' PROPOSED AREA 12.37 ACRES (539,932 SF) OPEN SPACE LEGEND: ACTIVE RECREATION SPACE PASSIVE RECREATION SPACE DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1 0 SCALE: 1"=150' (Horiz.) 300'150'150' I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C S - 1 0 0 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 3 : 3 1 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROAD M (50' PRIVATE R/W) ROAD I (50' PRIVATE R/W) RO A D L (5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) 253 N83° 56' 16.13"W 693.639 N83° 56' 16.13"W 568.639 L =1 9 6 . 20' PERIPHERY SETBACK (TYP.) 2' VALLEY CURB (TYP.) BACK OF CURB (TYP.) FACE OF CURB (TYP.) EDGE OF PAVEMENT (TYP.) PEDESTRIAN CROSSING SIGN (TYP.)5' SIDEWALK (TYP.) PROJECT BOUNDARY 5' SIDEWALK (TYP.) 10' UTILITY EASEMENT EX I S T I N G P H A S E 1 PH A S E 2 EXISTING PHASE 1 PHASE 2 EXISTING AMENITY CENTER 22 ' 50 ' R / W 50 ' R / W 20 . 0 ' D R A I N A G E EA S E M E N T 10 ' EXISTING AMENITY POND 10 ' U T I L I T Y EA S E M E N T AC T I V E O P E N S P A C E (T Y P . ) 22 ' DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1ENLARGED SITE PLAN2 NOTES: WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES. TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120' AT STREET CORNERS. 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 EASEMENT. OPEN SPACE LEGEND: ACTIVE RECREATION SPACE PASSIVE RECREATION SPACE CS-101 21 1"=50' N/A ENLARGED SITE PLAN SE E S H E E T C S - 1 0 2 MA T C H L I N E SEE SHEET CS-104 MATCHLINE KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C S - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 5 : 2 2 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 RO A D M (5 0 ' P R I V A T E R / W ) RO A D N (5 0 ' P R I V A T E R / W ) RO A D P (5 0 ' P R I V A T E R / W ) 9 6 .3 5 0 ,R =1 2 5.0 0 0 D =9 0 .0 0 0 0 S6 ° 0 3 ' 4 3 . 8 7 " W 76 5 . 4 3 7 N6 ° 0 3 ' 4 3 . 8 7 " E 79 6 . 2 1 9 S6 ° 0 3 ' 4 3 . 8 7 " W 67 1 . 2 1 9 L = 1 9 6 . 3 5 0 , R = 1 2 5.0 0 0 D = 9 0 . 00 0 0 S83° 56' 16.13"E 462.708 ROAD P (50' PRIVATE R/W) N/F 10x70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) 10x70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) PEDESTRIAN CROSSING SIGN (TYP.)PEDESTRIAN CROSSING SIGN (TYP.) PEDESTRIAN CROSSING SIGN (TYP.) PEDESTRIAN CROSSING SIGN (TYP.) PEDESTRIAN CROSSING SIGN (TYP.) 10x70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) 5' SIDEWALK (TYP.)5' SIDEWALK (TYP.) 20' PERIPHERY SETBACK (TYP.) 50' R/W 50' R/W 10' UTILITY EASEMENT 50 ' R / W PROJECT BOUNDARY 50' R/W 10' UTILITY EASEMENT 50 ' D R A I N A G E EA S E M E N T 30 ' D R A I N A G E EA S E M E N T 50' DRAINAGE EASEMENT 50' DRAINAGE EASEMENT 10 ' U T I L I T Y E A S E M E N T 10' UTILITY EASEMENT SCM POND 5 SCM POND 6 R25.00' ACTIVE OPEN SPACE (TYP.) 50' DRAINAGE EASEMENT 20 ' D R A I N A G E EA S M E N T ENLARGED SITE PLAN2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1 NOTES: WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES. TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120' AT STREET CORNERS. 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 EASEMENT. OPEN SPACE LEGEND: ACTIVE RECREATION SPACE PASSIVE RECREATION SPACE CS-102 221"=50' N/A ENLARGED SITE PLAN PHASE LINE SEE SHEET CS-103 MATCHLINE SE E S H E E T C S - 1 0 1 MA T C H L I N E KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C S - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 5 : 3 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROAD L (50' PRIVATE R/W) ROAD N (50' PRIVATE R/W) ROAD O (50' PRIVATE R/W) RO A D N (5 0 ' P R I V A T E R / W ) S6 ° 0 3 ' 4 3 . 8 7 " W N83° 56' 16.13"W 1047.188 N83° 56' 16.13"W 1047.188 N83° 56' 16.13"W 1047.188 N83° 56' 16.13"W 1047.188 L = 4 2 8 . 6 7 2 , R = 3 4 0 . 0 0 0 D = 7 2 . 2 3 8 5 L =2 2 6 .9 6 9 ,R =10 0 0 .0 0 0D=1 3 .0 0 4 4 S83° 56' 16.13"E 465.338 R = 2 0 0 . 0 0 0 2 5 S6 ° 0 3 ' 4 3 . 8 7 " W 40 9 . 1 9 8 L =4 .2 7 6,R =100.000 D =2.4 4 98 N78° 18 ' 0 2 . 6 2 " E 35.515 PUMP STATION PEDESTRIAN CROSSING SIGN (TYP.) PEDESTRIAN CROSSING PEDESTRIAN CROSSING SIGN (TYP.) PEDESTRIAN CROSSING SIGN (TYP.) PEDESTRIAN CROSSING SIGN (TYP.) PEDESTRIAN CROSSING SIGN (TYP.) PEDESTRIAN CROSSING SIGN (TYP.) PEDESTRIAN CROSSING SIGN (TYP.) 10x70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) 10x70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) 10x70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) 10x70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) 10x70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) 5' SIDEWALK (TYP.) 5' SIDEWALK (TYP.) 5' SIDEWALK (TYP.) 5' SIDEWALK (TYP.) 5' SIDEWALK (TYP.) 50' R/W ACTIVE OPEN SPACE (TYP.) ACTIVE OPEN SPACE (TYP.) R30.00' BRANCH OF ISLAND CREEK 50 ' R / W 50 ' D R A I N A G E EA S E M E N T R30.00' R25.00' R25.00' R25.00'R30.00' 1 0 ' U T I L I T Y E A S E M E N T 50 ' R / W R30.00' R30.00'50 ' R / W R25.00'R30.00' 50' R/W SCM POND 7 R30.00' R30.00' 10 ' U T I L I T Y EA S E M E N T 10 ' U T I L I T Y EA S E M E N T ENLARGED SITE PLAN2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1 NOTES: WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES. TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120' AT STREET CORNERS. 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 EASEMENT. OPEN SPACE LEGEND: ACTIVE RECREATION SPACE PASSIVE RECREATION SPACE CS-103 23 1"=50' N/A ENLARGED SITE PLAN PHASE LINE SE E S H E E T C G - 1 0 4 MA T C H L I N E SEE SHEET CG-102 MATCHLINE KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' SEE SHEET CS-105 MATCHLINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C S - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 5 : 4 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 1 2 3 4 5 6 R O A D J ( 5 0 ' P R I V A T E R / W ) R O A D K ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) 246 248 249 254 255 256 257 258 L=174.947, R=125.000 D=80.1898 S 1 4 ° 2 0 ' 4 9 . 3 7 " E 2 2 8 . 5 0 0 L =4 5 8 .9 9 9 ,R =4 4 5 .0 0 0 D =5 9 .0 9 8 2 L = 1 4 7 . 247 PEDESTRIAN CROSSING SIGN (TYP.) 5' SIDEWALK (TYP.) PASSIVE OPEN SPACE (TYP.) E X I S T I N G P H A S E 1 P H A S E 2 EXISTING PHASE 1 PHASE 2 EXISTING AMENITY CENTER 50 ' R / W 50 ' R / W 50' R/W 50 ' D R A I N A G E E A S E M E N T SCM POND 8 ACTIVE OPEN SPACE (TYP.) EXISTING AMENITY POND PASSIVE OPEN SPACE (TYP.) 10' NO N - M U N I C I P A L EASEM E N T 50 ' D R A I N A G E EA S E M E N T 1 0 ' U T I L I T Y E A S E M E N T ENLARGED SITE PLAN2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1 S E E S H E E T C S - 1 0 5 M A T C H L I N E NOTES: WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES. TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120' AT STREET CORNERS. 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 EASEMENT. OPEN SPACE LEGEND: ACTIVE RECREATION SPACE PASSIVE RECREATION SPACE CS-104 24 1"=50' N/A ENLARGED SITE PLAN SE E S H E E T C S - 1 0 3 MA T C H L I N E KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C S - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 5 : 5 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 R O A D M (5 0 ' P R I V A T E R / W ) L =2 2 6 .9 6 9 ,R =10 0 0 .0 0 0D=1 3 .0 0 4 4 L = 1 4 7 . 6 9 8 , R = 2 0 0 . 0 0 0 D = 4 2 . 3 1 2 5 S 4 9 ° 1 8 ' 1 4 . 6 9 " E 28 0 . 8 9 2 S6 ° 0 3 ' 4 3 . 8 7 " W 40 9 . 1 9 8 100' R/ W ( P U B L I C ) SIDBUR Y R O A D - S R 1 3 3 6 PEDESTRIAN CROSSING SIGN (TYP.) 10x70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) 5' SIDEWALK (TYP.) 5' SIDEWALK (TYP.) 20' PERIPHERY SETBACK (TYP.) PASSIVE OPEN SPACE (TYP.) R30.00' 50 ' R / W 1 0 ' U T I L I T Y E A S E M E N T 50 ' R / W 50 ' D R A I N A G E E A S E M E N T 10 ' U T I L I T Y EA S E M E N T 5 0 ' G A S L I N E E A S E M E N T 50 ' D R A I N A G E E A S E M E N T AMENITY POND SCM POND 8 50 ' D R A I N A G E EA S E M E N T ENLARGED SITE PLAN2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1 SEE SHEET CS-103 MATCHLINE KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' NOTES: WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY LAND MANAGEMENT GROUP. SOILS INFORMATION BASED ON INFORMATION OBTAINED ONLINE ON 03.06.19 VIA NEW HANOVER COUNTY GIS SERVICES. TYPICAL SINGLE FAMILY LOT IS 60' x 120', 70' x120' AT STREET CORNERS. 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 EASEMENT. OPEN SPACE LEGEND: ACTIVE RECREATION SPACE PASSIVE RECREATION SPACE CS-105 25 1"=50' N/A ENLARGED SITE PLAN S E E S H E E T C S - 1 0 4 M A T C H L I N E I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C S - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 6 : 0 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 CURVE TABLE CURVE C188 C189 C190 C191 C192 C193 C194 C195 C196 C197 C198 C199 C200 C201 C202 C203 C204 C206 C207 C208 C209 C210 C211 C212 C213 C215 C218 C219 RADIUS 150.00 100.00 150.00 150.00 469.99 470.00 470.00 470.00 470.00 470.00 470.00 470.04 975.00 975.10 1117.17 1025.00 1025.00 225.00 150.00 150.00 150.00 150.00 100.00 150.00 99.98 225.00 150.00 150.00 LENGTH 60.00 157.08 60.00 40.00 57.00 57.00 57.00 56.99 56.99 56.99 56.99 56.99 60.27 60.04 59.08 58.85 111.34 101.54 55.00 55.00 55.00 55.00 147.06 27.37 10.02 24.55 23.36 10.00 TANGENT 30.41 100.00 30.41 20.12 28.53 28.53 28.53 28.53 28.53 28.53 28.53 28.53 30.14 30.03 29.55 29.43 55.73 51.65 27.81 27.81 27.81 27.81 90.45 13.72 5.01 12.29 11.70 5.00 BEARING N75°40'46.81"E N51°03'43.87"E S32°48'00.78"W S13°42'05.84"W S43°54'31.98"W S50°51'26.50"W S57°48'20.10"W S64°45'12.94"W S71°42'05.04"W S78°38'56.45"W S85°35'47.22"W N87°27'23.10"W N89°15'42.88"W N85°43'37.04"W N84°59'11.22"W N88°12'52.11"W S87°01'43.56"W S30°04'24.90"E N61°19'44.43"E N40°19'14.00"E N19°18'43.57"E N1°41'46.86"W S33°31'21.14"W S78°42'35.78"E N11°28'38.86"W N46°07'42.31"W S88°23'58.18"E N73°44'35.13"E CHORD 59.60 141.42 59.60 39.88 56.96 56.96 56.96 56.96 56.96 56.96 56.95 56.95 60.26 60.03 59.07 58.84 111.29 100.68 54.69 54.69 54.69 54.69 134.16 27.34 10.01 24.54 23.34 10.00 DELTA 22°55'06" 90°00'00" 22°55'06" 15°16'44" 6°56'55" 6°56'54" 6°56'53" 6°56'52" 6°56'52" 6°56'51" 6°56'50" 6°56'48" 3°32'30" 3°31'40" 3°01'48" 3°17'23" 6°13'26" 25°51'26" 21°00'30" 21°00'30" 21°00'30" 21°00'30" 84°15'39" 10°27'21" 5°44'25" 6°15'09" 8°55'24" 3°49'11" DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL CURVE DATA2 LEGEND AND NOTES1 CS-106 26 NA N/A CURVE DATA I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C S - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 6 : 1 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROAD M (50' PRIVATE R / W ) R O A D J ( 5 0 ' P R I V A T E R / W ) ROAD I (50' PRIVATE R/ W ) ROAD B (50' PRI V A T E R / W ) R O A D J ( 5 0 ' P R I V A T E R / W ) ROAD C (50' PRIV A T E R / W ) RO A D G (5 0 ' P R I V A T E R / W ) ROAD I (50' PRIVATE R/W) R O A D K ( 5 0 ' P R I V A T E R / W ) ROAD H (50' PRIVATE R/W) R O A D F ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) RO A D G (5 0 ' P R I V A T E R / W ) ROAD L (50' PRIVATE R/ W ) R O A D M (5 0 ' P R I V A T E R / W ) RO A D M (5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) ROAD P (50' PRIVATE R / W ) RO A D N (5 0 ' P R I V A T E R / W ) ROAD N (50' PRIVATE R/ W ) ROAD O (50' PRIVATE R / W ) RO A D S (5 0 ' P R I V A T E R / W ) RO A D N (5 0 ' P R I V A T E R / W ) RO A D P (5 0 ' P R I V A T E R / W ) ROAD O (50' PRIVATE R/ W ) RO A D Q (5 0 ' P R I V A T E R / W ) RO A D Q (5 0 ' P R I V A T E R / W ) RO A D R (5 0 ' P R I V A T E R / W ) R O A D X ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) ROAD U (50' PRIVA T E R / W ) R O A D Q ( 5 0 ' P R I V A T E R / W ) ROAD P (50' PRIVATE R/ W ) 3 9 3 9 3 9 39 38 38 40 39 39 39 39 40 39 39 39 39 4 0 40 4 0 4 0 40 40 40 40404 0 38 38 3838 38 38 3 9 38 38 38 3838 38 39 38 38 38 38 39 39 3 9 39 39 40 40 39 39 39 39 38 38 39 3 9 3 9 40 39 38 37 36 25 30 26 27 28 29 31 32 33 34 25 27 36 39 38 37 36 3 7 3 7 3 2 3738 39 37 31 35 3 1 3 2 33 3 4 3 6 3 7 3 8 3 9 3 9 353436373839 40 373839 29 27 N/F RMP SIDB U R Y R O A D L L C DEED BO O K 5 6 1 7 P A G E 4 4 2 MAP BOO K 2 0 P A G E 8 9 N/F NC DEPT O F T R A N S P O R T A T I O N DEED BO O K 3 0 9 9 P A G E 3 4 4 N/FCORBETT INDUSTRI E S I N C . DEED BOOK 5578 P A G E 3 3 8 EOI N/F NC DEPT O F T R A N S P O R T A T I O N DEED BO O K 3 0 9 9 P A G E 3 4 4 N/FRMP SIDBURY ROAD L L C DEED BOOK 5617 PA G E 4 4 2 MAP BOOK 20 PAGE 8 9 100' R/W ( P U B L I C )SIDBURY R O A D - S R 1 3 3 6 CG-100 27 1"=150' N/A OVERALL GRADING & STORMWATER PLAN CG-101 CG-102 CG-103 PHASE LINE POND 7 SCM 5 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL OVERALL GRADING & STORMWATER PLAN2 LEGEND AND NOTES1 0 SCALE: 1"=150' (Horiz.) 300'150'150' CG-104 CG-105 SCM 6 POND 8 POND 9 PHASE LINE PHASE LINE PHASE LINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C G - 1 0 0 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 4 8 : 4 1 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 3 8 3 7 37 38 3 8 4 0 41 41 4 2 40 39 41 40 38 23 38 38 39 40 41 3 9 3 9 4 1 ROAD M (50' PRIVATE R/W) ROAD I (50' PRIVATE R/W) RO A D L (5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) 253 288 289 290 291 292 293 294 295296297298299300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316317318319320321322 323 324 325 326 327 328 329 330 331 332 333 38 38 38 38 38 38 38 3838 38 38 18" HP (24LF @ -0.50%) 18" HP (144LF @ 0.50%) 18" HP (24LF @ 1.00%) 30" HP (142LF @ 0.50%) 18" HP (32LF @ 1.00%) 36" HP (252LF @ 0.50%) 18" HP (24LF @ -1.00%) 42" HP (72LF @ 0.50%) 42" HP (118LF @ 0.50%) 36" HP (369LF @ 0.78%) 24" HP (113LF @ 0.50%) 18" HP (24LF @ 0.50%)18" HP (24LF @ 1.00%) 18" HP (24LF @ 1.00%) Structure - (225) RIM=37.87 Structure - (226) RIM=37.87 Structure - (57) RIM=37.77 Structure - (58) RIM=37.77 Structure - (138) RIM=38.30 Structure - (139) RIM=38.18 Structure - (220) RIM=38.06 Structure - (141) RIM=38.05 Structure - (144) RIM=37.81 Structure - (145) RIM=37.81 Structure - (63) RIM=38.12 Structure - (62) RIM=37.71 Structure - (223) RIM=37.75 Structure - (224) RIM=37.75 PROJECT BOUNDARY EXISTING PHASE 1 STORMWATER PIPE NETWORK 50' PRIVATE R/W (TYP) EX I S T I N G P H A S E 1 PH A S E 2 EXISTING PHASE 1 PHASE 2 EXISTING AMENITY CENTER EXISTING AMENITY POND Structure - (266) RIM=37.74 18" HP (24LF @ 1.00%) Structure - (265) RIM=37.74 24" HP (28LF @ 0.50%) 36" HP (25LF @ 0.50%) Structure - (264) RIM=37.85 Structure - (263) RIM=37.84 18" HP (24LF @ 1.00%) CG-101 28 1" = 50' N/A ENLARGED GRADING & STORMWATER PLANDESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED GRADING & STORMWATER PLAN2 LEGEND AND NOTES1 0 SCALE: 1"=50' (Horiz.) 100'50'50' KEY MAP SCALE: NTS SE E S H E E T C G - 1 0 2 MA T C H L I N E SEE SHEET CG-104 MATCHLINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C G - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 5 1 : 4 8 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 37 38 38 3738 39 39 39 39 3939 3738 38 39 38 38 RO A D M (5 0 ' P R I V A T E R / W ) RO A D N (5 0 ' P R I V A T E R / W ) RO A D P (5 0 ' P R I V A T E R / W ) 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374375376377378379380381382383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 ROAD P (50' PRIVATE R/W) SCM POND 5 SCM POND 6 3 9 38 39 3 9 40 40 39 39 39 39 38 3839 3 9 3 9 40 39 38 37 36 25 30 26 27 28 29 31 32 33 34 25 27 36 39 38 37 36 18" HP (32LF @ 1.00%) 48" HP (54LF @ 0.50%) 18" HP (24LF @ -1.00%) 48 " H P (1 7 8 L F @ 0 . 5 0 % ) 42" HP (48LF @ 0.50%) 48 " H P (2 8 8 L F @ 0 . 5 0 % ) 18" HP (24LF @ 4.01%) 60" HP (140LF @ 0.50%) 60" H P (54 L F @ 0 . 5 0 % ) 48 " H P (1 4 5 L F @ 0 . 5 0 % ) 18" HP (24LF @ 0.99%) 36 " H P (3 3 7 L F @ - 0 . 5 2 % ) 18" HP (24LF @ -1.00%) 30 " H P (1 8 6 L F @ - 0 . 5 0 % ) 18" HP (24LF @ 1.44%) 18" HP (105LF @ -0.50%) 18" HP (24LF @ -0.50%) 18" HP (24LF @ 0.50%) 24" HP (194LF @ 0.50%) 18" HP (26LF @ 0.50%) 24" HP (122LF @ 0.50%) 24" HP (26LF @ 0.50%) 36 " H P (1 2 1 L F @ 0 . 5 0 % ) 18" HP (26LF @ 1.00%) 36 " H P (1 8 6 L F @ 0 . 5 0 % ) 18" HP (26LF @ 1.00%) 36 " H P (2 9 4 L F @ 0 . 5 0 % ) 54" HP (159LF @ 0.50%) 54" H P (71 L F @ 0 . 5 0 % ) 48 " H P (1 1 7 L F @ 1 . 3 5 % ) 18" HP (25LF @ 1.00%) Structure - (227) RIM=37.88 Structure - (167) RIM=37.70 Structure - (60) RIM=37.94 Structure - (142) RIM=37.93 Structure - (181) RIM=38.89 Structure - (221) RIM=38.42 Structure - (146) RIM=38.46 Structure - (54) RIM=38.46 Structure - (55) RIM=42.32 Structure - (213) RIM=38.62 Structure - (204) RIM=38.65 Structure - (209) RIM=38.75Structure - (205) RIM=38.76 Structure - (212) RIM=38.03Structure - (206) RIM=38.04 Structure - (210) RIM=38.36 Structure - (208) RIM=38.33 Structure - (132) RIM=38.03 Structure - (133) RIM=38.62 Structure - (173) RIM=39.37 Structure - (125) RIM=38.83 Structure - (124) RIM=38.84 Structure - (127) RIM=39.27 Structure - (128) RIM=38.85 Structure - (172) RIM=38.85 Structure - (131) RIM=39.53 Structure - (129) RIM=39.54 Structure - (105) RIM=39.18 Structure - (106) RIM=36.13 Structure - (169) RIM=38.73 Structure - (56) INV.=26.56 Structure - (107) INV.=28.52 PROJECT BOUNDARY 50' PRIVATE R/W (TYP) 50' PRIVATE R/W (TYP) PH A S E 2 FU T U R E P H A S E 3 24" HP (51LF @ 0.30%) 24" HP (51LF @ 0.30%) 24" HP (58LF @ 0.30%) 24" HP (261LF @ 0.30%) 24" HP (60LF @ 0.30%) 24" HP (262LF @ 0.30%) Structure - (271) RIM=37.85 48" HP (53LF @ 0.50%) 18" HP (47LF @ 0.50%) 18" HP (24LF @ 0.50%) Structure - (260) RIM=37.92 Structure - (259) RIM=37.92 Structure - (306) RIM=36.84 Structure - (307) RIM=36.83 18" HP (26LF @ 1.00%) Structure - (267) RIM=39.19 ???" HP (???LF @ ???) ???" HP (???LF @ ???) CG-102 29 1" = 50' N/A ENLARGED GRADING & STORMWATER PLANDESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED GRADING & STORMWATER PLAN2 LEGEND AND NOTES1 SEE SHEET CG-103 MATCHLINE SE E S H E E T C G - 1 0 1 MA T C H L I N E KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C G - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 5 2 : 0 0 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 39 39 3 9 3 9 39 39 39 39 39 40 40 4 1 40 3 9 ROAD L (50' PRIVATE R/W) ROAD N (50' PRIVATE R/W) ROAD O (50' PRIVATE R/W) RO A D N (5 0 ' P R I V A T E R / W ) 342 343 344 345 346 347 348 408 409 410 411 412 413 414 415 416417418419420421422423424425426427428429430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446447448449450451452453454455456457458459460 476 477 478 479 480 PUMP STATION SCM POND 7 40 39 39 39 39 4 0 40 4 0 4 0 40 40 4040 40 4 0 3 8 38 38 38 39 39 3 9 39 3 9 40 37 3839 29 27 36" HP (54LF @ 1.40%) 36 " H P (9 6 L F @ 1 . 4 7 % ) 48 " H P (1 4 5 L F @ 0 . 5 0 % ) 18" HP (27LF @ 1.00%) 30" HP (68LF @ 0.50%) 18" HP (24LF @ 1.00%) 48" HP (30LF @ 0.50%) 18" HP (24LF @ 1.00%) 18" HP (112LF @ 0.50%) 18" HP (24LF @ 1.00%) 24" HP (95LF @ 0.50%) 18" HP (54LF @ -1.00%) 18" HP (24LF @ -1.00%) 36" HP (29LF @ 0.50%) 48 " H P (1 1 7 L F @ 1 . 3 5 % ) 18" HP (25LF @ 1.00%) 48" HP (31LF @ 0.50%) 30" HP (79LF @ 1.91%) 48" HP (46LF @ 0.50%) 18" HP (24LF @ 1.00%) 24" HP (115LF @ 1.00%) 18" HP (24LF @ 1.00%) 15" HP (29LF @ 1.00%) 42" HP (213LF @ 0.50%) 18" HP (26LF @ 1.00%) 42" HP (32LF @ 0.50%) 30" HP (117LF @ 0.50%) 24" HP (45LF @ 0.50%) 18" HP (24LF @ 1.00%) 18" HP (119LF @ 0.50%) 18" HP (24LF @ 0.50%) 18" HP (27LF @ 0 . 5 0 % ) 1 8 " H P ( 1 3 0 L F @ 0 . 5 0 % ) 24" HP (49LF @ 0.60%) 24" HP (25LF @ 0.50%) 30" H P (16 0 L F @ 0 . 5 0 % ) 1 8 " H P ( 7 0 L F @ 0 . 5 0 % ) 18" HP (25LF @ 1.00%)24" HP (46LF @ 1.00%) 36" HP (334LF @ 0.53%)42" HP (56LF @ 0.50%) 48" HP (57LF @ 0 . 5 0 % ) 18" HP (26LF @ 1.00%) 36 " H P (1 9 7 L F @ 0 . 5 0 % ) 24" HP (121LF @ 1.00%) 18" HP (24LF @ 2.00%) 30" HP (242LF @ 1.33%) Structure - (148) RIM=37.90 Structure - (53) RIM=37.95 Structure - (136) RIM=37.84 Structure - (134) RIM=37.84 Structure - (240) RIM=39.30 Structure - (239) RIM=38.16 Structure - (202) RIM=38.74 Structure - (219) RIM=37.76 Structure - (203) RIM=38.24 Structure - (215) RIM=38.75 Structure - (218) RIM=38.74 Structure - (169) RIM=38.73 Structure - (104) RIM=38.78 Structure - (103) RIM=38.82 Structure - (102) RIM=38.67 Structure - (170) RIM=38.65 Structure - (111) RIM=38.21 Structure - (110) RIM=38.21 Structure - (130) RIM=38.90 Structure - (234) RIM=38.90 Structure - (171) RIM=39.69 Structure - (101) RIM=39.69 Structure - (176) RIM=39.97 Structure - (98) RIM=40.08 Structure - (180) RIM=38.81 Structure - (179) RIM=38.40 Structure - (236) RIM=38.78 Structure - (235) RIM=38.78 Structure - (78) RIM=40.18 Structure - (79) RIM=40.18 Structure - (82) RIM=39.33 Structure - (81) RIM=39.23 Structure - (228) RIM=39.25Structure - (83) RIM=39.91 Structure - (96) RIM=40.08 Structure - (229) RIM=39.87 Structure - (84) RIM=39.41 Structure - (86) RIM=39.77 Structure - (89) RIM=40.00 Structure - (88) RIM=38.95 Structure - (87) RIM=38.95 Structure - (194) RIM=39.82 Structure - (51) RIM=39.87 Structure - (69) RIM=38.72 Structure - (70) RIM=38.72 Structure - (147) RIM=38.07 Structure - (183) Structure - (302) RIM=38.34 18" HP (24LF @ 1.00%) Structure - (303) RIM=38.34 24" HP (61LF @ 1.00%) 18" HP (24LF @ 0.50%) Structure - (261) RIM=38.11 Structure - (262) RIM=38.09 18" HP (23LF @ 1.00%) Structure - (283) RIM=38.03 24" HP (144LF @ 1.00%) 18" HP (24LF @ 8.68%) Structure - (285) RIM=39.07 Structure - (284) RIM=39.10 18" HP (59LF @ 0.50%)Structure - (287) RIM=38.83 18" HP (25LF @ 1.00%) Structure - (286) RIM=38.82 Structure - (298) RIM=38.83 18" HP (24LF @ 0.50%) Structure - (299) RIM=38.78 30" HP (142LF @ 0.50%) Structure - (300) RIM=38.41 18" HP (24LF @ 1.00%) Structure - (301) RIM=38.40 36 " H P (1 2 3 L F @ 1 . 1 4 % ) Structure - (279) RIM=39.37 18" HP (27LF @ 8.62%) Structure - (278) RIM=39.32 18" HP (127LF @ 0.50%) 18" HP (26LF @ 0.50%) Structure - (290) RIM=39.84 Structure - (291) RIM=39.84 3 0 " H P ( 8 5 L F @ 0 . 5 0 % ) 18" HP (26LF @ 0.73%) Structure - (275) RIM=39.46 Structure - (276) RIM=39.73 CG-103 30 1" = 50' N/A ENLARGED GRADING & STORMWATER PLANDESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED GRADING & STORMWATER PLAN2 LEGEND AND NOTES1 KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' SE E S H E E T C G - 1 0 4 MA T C H L I N E SEE SHEET CG-102 MATCHLINE SEE SHEET CG-105 MATCHLINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C G - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 5 2 : 0 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 39 3 9 42 41 41 4 1 40 39 38 23 3 8 2 3 40 38 39 39 39 39 38 3 9 3939 40 40 39 39 4 0 39 39 39 3 9 3 8 3 8 38 3 9 39 3 9 35 36 37 3 8 1 2 3 4 5 6 R O A D J ( 5 0 ' P R I V A T E R / W ) R O A D K ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) 246 248 249 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 461 462 463 464 465 466 467 468 247 SCM POND 8 3 9 3 9 3 9 39 38 38 40 39 39 39 39 3 7 3 7 3 2 37 38 39 37 31 35 31 32 33 34 36 37 38 39 3 9 2 4 " H P (1 1 0 L F @ - 0 . 5 0 % ) 36" HP (170LF @ 0.50%) 36" HP (136LF @ 0.50%) 24" HP (111LF @ 0 . 5 0 % ) 18" HP (26LF @ 1.00%) 18" HP (221LF @ -1.00%) 18" HP (26LF @ 1.00%)24" H P (164 L F @ 0 . 5 0 % ) 24" H P (13 4 L F @ 0 . 5 0 % ) 18" HP (26LF @ -0.50%) Structure - (237) RIM=39.05 Structure - (193) RIM=38.74 Structure - (199) RIM=38.73 Structure - (192) RIM=39.18 Structure - (198) RIM=39.17 Structure - (191) RIM=39.72 Structure - (197) RIM=39.33 Structure - (242) RIM=39.31 E X I S T I N G P H A S E 1 P H A S E 2 EXISTING PHASE 1 PHASE 2 EXISTING AMENITY POND EXISTING AMENITY CENTER 50.00' GAS EASEMENT 24" HP (50LF @ 0.30%) 18" HP (398LF @ 0.15%) 18" HP (400LF @ 0.15%) Structure - (283) Structure - (250) RIM=38.17 1 8 " H P ( 2 4 L F @ 0 . 5 0 % ) Structure - (251) RIM=38.17 24 " H P (7 6 L F @ 0 . 5 0 % ) Structure - (252) RIM=39.25 2 4 " H P ( 7 6 L F @ 0 . 5 0 % ) Structure - (253) RIM=39.15 30" HP (206LF @ 0 . 5 0 % ) 2 4 " H P ( 9 4 L F @ - 1 . 5 4 % ) Structure - (255) RIM=38.92 Structure - (254) RIM=38.92 18" HP (24LF @ -0.50%) 18" HP (46LF @ 0.50%) Structure - (295) RIM=38.96 24" HP (55LF @ 0.50%) Structure - (289) RIM=38.84 Structure - (241) RIM=38.87 CG-104 31 1" = 50' N/A ENLARGED GRADING & STORMWATER PLANDESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED GRADING & STORMWATER PLAN2 LEGEND AND NOTES1 S E E S H E E T C G - 1 0 5 M A T C H L I N E SE E S H E E T C G - 1 0 3 MA T C H L I N E KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C G - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 5 2 : 1 0 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 39 3 9 39 39 39 39 40 3 9 3 9 38 39 40 39 38 39 40 39 38 37 37 38 3939 R O A D M (5 0 ' P R I V A T E R / W ) 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 AMENITY POND 9 SCM POND 8 40 40 4 0 3 7 3 7 3 2 37 38 39 37 31 35 31 32 33 34 36 37 38 39 3 9 35 3436373839 40 3839 29 2 4 " H P (1 1 0 L F @ - 0 . 5 0 % ) 18" HP (24LF @ 0.50%) 24" HP (117LF @ -0.50%) 36" HP (54LF @ 1.40%) 36 " H P (9 6 L F @ 1 . 4 7 % ) 48" HP (57LF @ 0 . 5 0 % ) 18" HP Structure - (86) RIM=39.77 Structure - (74) RIM=39.31 Structure - (72) RIM=39.15 Structure - (71) RIM=38.97 Structure - (89) RIM=40.00 Structure - (88) RIM=38.95 Structure - (183) 50.00' GAS EASEMENT P H A S E 2 F U T U R E P H A S E 3 SIDBU R Y R O A D ( S R 1 3 3 6 ) (100' P U B L I C R / W ) 24" HP (50LF @ 0.30%) 18" HP (398LF @ 0.15%) 18" HP (400LF @ 0.15%) 18" HP (37LF @ 5.73%) 18" HP (35LF @ 6.04%) 36 " H P (1 2 3 L F @ 1 . 1 4 % ) Structure - (279) RIM=39.37 18" HP (27LF @ 8.62%) Structure - (278) RIM=39.32 (127LF @ 0.50%) 18" HP (26LF @ 0.50%) Structure - (290) RIM=39.84 Structure - (291) RIM=39.84 Structure - (305) RIM=39.15 Structure - (304) RIM=39.15 CG-105 32 1" = 50' N/A ENLARGED GRADING & STORMWATER PLANDESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL ENLARGED GRADING & STORMWATER PLAN2 LEGEND AND NOTES1 SEE SHEET CG-103 MATCHLINE KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' S E E S H E E T C G - 1 0 4 M A T C H L I N E I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C G - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 5 2 : 2 0 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 100' R/W ( P U B L I C )SIDBURY R O A D - S R 1 3 3 6 ROAD M (50' PRIVATE R/ W ) R O A D J ( 5 0 ' P R I V A T E R / W ) ROAD I (50' PRIVATE R/ W ) ROAD B (50' PRI V A T E R / W ) R O A D J ( 5 0 ' P R I V A T E R / W ) ROAD C (50' PRIV A T E R / W ) RO A D G (5 0 ' P R I V A T E R / W ) ROAD I (50' PRIVATE R/W) R O A D K ( 5 0 ' P R I V A T E R / W ) ROAD H (50' PRIVATE R/W) R O A D F ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) RO A D G (5 0 ' P R I V A T E R / W ) ROAD L (50' PRIVATE R / W ) R O A D M (5 0 ' P R I V A T E R / W ) RO A D M (5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) ROAD P (50' PRIVATE R/ W ) RO A D N (5 0 ' P R I V A T E R / W ) ROAD N (50' PRIVATE R/ W ) ROAD O (50' PRIVATE R/ W ) RO A D S (5 0 ' P R I V A T E R / W ) RO A D N (5 0 ' P R I V A T E R / W ) RO A D P (5 0 ' P R I V A T E R / W ) ROAD O (50' PRIVATE R/ W ) RO A D Q (5 0 ' P R I V A T E R / W ) RO A D Q (5 0 ' P R I V A T E R / W ) RO A D R (5 0 ' P R I V A T E R / W ) R O A D X ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) ROAD U (50' PRIVA T E R / W ) RO A D Q ( 5 0 ' P R I V A T E R / W ) ROAD P (50' PRIVATE R/ W ) CU-100 33 1"=150' N/A OVERALL UTILITY PLAN PROPOSED PUBLIC 8" PVC C-900 WATER MAIN (TYP.) BLOWOFF ASSEMBLY (TYP.) DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL CU-1002 LEGEND AND NOTES1 KEY MAP SCALE: NTS 0 SCALE: 1"=150' (Horiz.) 300'150'150' PROPOSED PUBLIC 6" PVC C-900 WATER MAIN (TYP.) PROPOSED PUBLIC 6" PVC C-900 WATER MAIN (TYP.) FIRE HYDRANT ASSEMBLY PROPOSED PUBLIC 4" PVC C-900 WATER MAIN (TYP.) PROPOSED PUBLIC 8" PVC C-900 WATER MAIN (TYP.) PROPOSED PUBLIC 6" PVC C-900 WATER MAIN (TYP.) FIRE HYDRANT ASSEMBLY PROPOSED PUBLIC 8" PVC C-900 GRAVITY SEWER (TYP.) PROPOSED PUBLIC 8" PVC C-900 GRAVITY SEWER (TYP.) SANITARY SEWER MANHOLE (TYP.)PROPOSED PUBLIC 10" PVC C-900 WATER MAIN (TYP.) CONNECT TO EXISTING C-900 10" WATER MAIN CONNECT TO EXISTING C-900 8" WATER MAIN CONNECT TO EXISTING C-900 8" WATER MAIN BLOWOFF ASSEMBLY (TYP.) BLOWOFF ASSEMBLY (TYP.) BLOWOFF ASSEMBLY (TYP.) I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 1 0 0 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 5 5 : 1 2 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROAD M (50' PRIVATE R/W) ROAD I (50' PRIVATE R/W) RO A D L (5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) 253 288 289 290 291 292 293 294 295296297298299300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316317318319320321322 323 324 325 326 327 328 329 330 331 332 333 X X X X X X X 10W 6W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 2W 2W SSSS SS SS SS SS SS SS SS SS 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W SS SS SSSSSSSS SSSS SSSSSSSSSSSSSSSS REMOVE 8" PLUG AND TIE TO EXISTING 8" WATERMAIN. PROPOSED 8" PVC C-900 WATER MAIN (TYP.) (1) 8"x6" REDUCER (1) 6" GV 10' UTILITY EASEMENT REMOVE 6" PLUG AND TIE TO EXISTING 6" WATERMAIN. PHASE LINE 10' UTILITY EASEMENT 50' R/W 50' R/W PROPOSED 6" PVC C-900 WATER MAIN (TYP.) 50' DRAINAGE EASEMENT EX I S T I N G P H A S E 1 PH A S E 2 EXISTING PHASE 1 PHASE 2 EXISTING AMENITY CENTER EXISTING AMENITY POND SSMH-65 RIM 38.00 SSMH-69 RIM 38.01 SSMH-70 RIM 37.90 SSMH-64 RIM 38.55 SSMH-63 RIM 38.11 8" C-900 400.00' 8" C-900 121.91' 8" C-900 69.17' 8" C-900 139.50'8" C-900 393.61' CU-101 34 1"=50' N/A ENLARGED UTILITY PLAN DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1ENLARGED UTILITY PLAN2 0 SCALE: 1"=50' (Horiz.) 100'50'50' N KEY MAP SCALE: NTS SE E S H E E T C U - 1 0 2 MA T C H L I N E SEE SHEET CU-104 MATCHLINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 5 8 : 1 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 RO A D M (5 0 ' P R I V A T E R / W ) RO A D N (5 0 ' P R I V A T E R / W ) RO A D P (5 0 ' P R I V A T E R / W ) 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374375376377378379380381382383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 ROAD P (50' PRIVATE R/W) 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6 W 6 W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W SSSS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSSSSSSSSSS (1) 6" MJ TEE (2) 6" GV FHA (TYP.) PROPOSED 6" PVC C-900 WATER MAIN (TYP.) 50' R/W 50' R/W FHA (TYP.) FHA (TYP.) (1) 6" MJ TEE (2) 6" GV TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTION PROPOSED 6" PVC C-900 WATER MAIN (TYP.) PROPOSED 6" PVC C-900 WATER MAIN (TYP.) 50' R/W 10' UTILITY EASEMENT 10' UTILITY EASEMENT 10' UTILITY EASEMENT 50' R/W PROPOSED 6" PVC C-900 WATER MAIN (TYP.) PROPOSED 6" PVC C-900 WATER MAIN (TYP.) SCM POND 6 SCM POND 7 10' UTILITY EASEMENT PROPOSED 6" PVC C-900 WATER MAIN (TYP.) 50' DRAINAGE EASEMENT 50' DRAINAGE EASEMENT 30' DRAINAGE EASEMENT SSMH-66 RIM 37.89 SSMH-101 RIM 38.94 SSMH-100 RIM 39.06 SSMH-67 RIM 38.10 SSMH-68 RIM 38.97 SSMH-71 RIM 38.99 SSMH-99 RIM 38.23 SSMH-98 RIM 39.35 SSMH-103 RIM 39.98 SSMH-102 RIM 39.50 8" C - 9 0 0 6 8 . 0 5 ' 8" C - 9 0 0 1 6 8 . 1 8 ' 8" C - 9 0 0 2 3 7 . 7 2 ' 8" C - 9 0 0 2 3 7 . 7 2 ' 8" C - 9 0 0 2 6 5 . 7 2 ' 8" C - 9 0 0 4 0 0 . 0 0 ' 8" C - 9 0 0 3 9 2 . 5 7 ' 8" C - 9 0 0 3 9 2 . 6 5 ' 8" C-900 145.22'8" C-900 288.88' PH A S E 2 FU T U R E P H A S E 3 CU-102 35 N/A ENLARGED UTILITY PLAN DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1ENLARGED UTILITY PLAN2 1" = 50' SEE SHEET CU-103 MATCHLINE SE E S H E E T C U - 1 0 1 MA T C H L I N E KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' N I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 5 8 : 2 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROAD L (50' PRIVATE R/W) ROAD N (50' PRIVATE R/W) ROAD O (50' PRIVATE R/W) RO A D N (5 0 ' P R I V A T E R / W ) (50' PR I V A T E R / W ) 416417418419420421422423424425426427428429430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446447448449450451452453454455456457458459460 476 477 478 479 480 PUMP STATION X X X X X 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8 W 4 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W SS SS SSSSSSSS SS SS SSSSSSSS SS SS SSSSSSSS SS SS SS SS SS SSSSSS SS SSSSSS SS SSSSSS SS SSSSSS SS SS SS SS SS SS SS SS SSSS SSSS SSSSSSSSSSSSSSSSSSSS FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 6W 10' UTILITY EASEMENT 50' R/W 50' R/W 50' R/W 50' R/W 50' R/W 10' UTILITY EASEMENT 10' UTILITY EASEMENT 10' UTILITY EASEMENT TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTION PROPOSED 8" PVC C-900 WATER MAIN (TYP.) PROPOSED 6" PVC C-900 WATER MAIN (TYP.) PROPOSED 6" PVC C-900 WATER MAIN (TYP.) PROPOSED 8" PVC C-900 WATER MAIN (TYP.) (1) 8" MJ TEE (1) 8"x6" REDUCER (1) 8" GV (1) 6" GV (1) 8" MJ CROSS (1) 8"x6" REDUCER (1) 8" GV (1) 6" GV FHA (TYP.) (1) 8" MJ CROSS (2) 8"x6" REDUCER (1) 8" GV (2) 6" GV FHA (TYP.) (1) 8" MJ TEE (1) 8"x6" REDUCER (1) 8" GV (1) 6" GV FHA (TYP.) (1) 6" GV (1) 6" MJ TEE (1) 6" GV FHA (TYP.) FHA (TYP.) (1) 6" MJ TEE (1) 6" GATE VALVE TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTION (1) 6" MJ TEE (1) 6" GATE VALVE (1) 6" MJ TEE (1) 6" GATE VALVE(1) 8" MJ TEE (1) 8"x6" REDUCER (1) 6" GATE VALVE TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTION TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTION TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTION(1) 8" MJ TEE (1) 8"x4" REDUCER (1) 8" GV (1) 4" GV FHA (TYP.) 50' DRAINAGE EASEMENT SSMH-86 RIM 39.83 SSMH-90 RIM 40.45 SSMH-79 RIM 39.03 SSMH-74 RIM 38.50 SSMH-91 RIM 39.58 SSMH-77 RIM 40.06 SSMH-85 RIM 39.26 SSMH-73 RIM 38.44 SSMH-78 RIM 38.75 SSMH-97 RIM 40.50 SSMH-75 RIM 39.11 SSMH-80 RIM 40.06 SSMH-96 RIM 40.26 SSMH-92 RIM 40.15 SSMH-76 RIM 39.03SSMH-72 RIM 38.07 SSMH-95 RIM 39.74 SSMH-94 RIM 39.51 SSMH-93 RIM 39.69 SSMH-87 RIM 39.82 8" C-900 352.00'8" C-900 352.00'8" C-900 354.19' 8" C - 9 0 0 2 9 0 . 0 0 ' 8" C-900 252.30'8" C-900 252.30'8" C-900 276.80'8" C-900 276.80' 8" C - 9 0 0 2 9 0 . 0 0 ' 8" C - 9 0 0 2 7 9 . 2 7 ' 8" C - 9 0 0 1 3 5 . 4 3 ' 8 " C - 9 0 0 9 0 . 5 5 ' 8" C - 9 0 0 1 5 1 . 6 4 ' 8 " C - 9 0 0 1 0 0 . 0 3 ' 8 " C - 9 0 0 9 9 . 4 6 ' 8 " C - 9 0 0 1 0 0 . 5 4 ' 8" C - 9 0 0 9 5 . 7 6 ' 8" C-900 301.97' 8" C-900 334.14' 8" C- 9 0 0 9 5 . 7 6 ' SCM POND 8 6" C900 FORCE MAIN CU-103 36 N/A ENLARGED UTILITY PLAN DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1ENLARGED UTILITY PLAN2 1"= 50' KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' N SE E S H E E T C U - 1 0 4 MA T C H L I N E SEE SHEET CU-102 MATCHLINE SEE SHEET CU-105 MATCHLINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 5 8 : 3 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCM POND 9 1 2 3 4 5 6 R O A D J ( 5 0 ' P R I V A T E R / W ) R O A D K ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) 246 248 249 254 255 256 257 258 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 461 462 463 464 465 466 467 468 247 1 0 W 1 0 W 1 0 W 1 0 W 1 0 W 1 0 W 1 0 W 1 0 W 1 0 W 1 0 W 10 W 10 W 10W 10 W 10 W 10 W SSSS S S S S SSSS S S S S 6W 6W 6W 6W 6W 6W W W F M F M FM FM 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 8W 8W 8W 8W 8W 8W 4 W 4 W 4 W SSSSSSSS SSSS SSSS SSSS S S S S S S S S W W FM FM FM FM FM FM FM FM FM 6W 6W 6W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 6 W 50' R/W 50' R/W PROPOSED 4" PVC C-900 WATER MAIN (TYP.) REMOVE 10" PLUG AND TIE TO EXISTING 10" WATERMAIN. PROPOSED 10" PVC C-900 WATER MAIN (TYP.) 10' UTILITY EASEMENT PROPOSED 8" PVC C-900 WATER MAIN (TYP.) (1) 10"x8" REDUCER (1) 8" GV REMOVE 6" PLUG AND TIE TO EXISTING 6" WATERMAIN. PROPOSED 6" PVC C-900 WATER MAIN (TYP.) BLOW OFF ASSEMBLY (TYP.) 10' UTILITY EASEMENT 50' DRAINAGE EASEMENT E X I S T I N G P H A S E 1 P H A S E 2 EXISTING PHASE 1 PHASE 2 EXISTING AMENITY POND EXISTING AMENITY CENTER SSMH-82 RIM 39.29 SSMH-83 RIM 39.90 SSMH-105 RIM 39.29 SSMH-104 RIM 39.67 SSMH-106 RIM 39.44 SSMH-107 RIM 38.70 SSMH-84 RIM 39.65 SSMH-81 RIM 38.96 8" C-900 299.34' 8" C-900 12 6 . 8 5 ' 8" C- 9 0 0 1 3 9 . 8 5 ' 8" C - 9 0 0 1 4 2 . 2 8 ' 8 " C - 9 0 0 2 4 6 . 1 5 ' 8 " C - 9 0 0 8 1 . 4 7 ' 8" C - 9 0 0 7 0 . 4 3 ' 8" C-900 70.67' 50.00' GAS EASEMENT SCM POND 9 TIE TO EXISTING MANHOLE CU-104 37 N/A ENLARGED UTILITY PLAN DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1ENLARGED UTILITY PLAN2 1" = 50' S E E S H E E T C U - 1 0 5 M A T C H L I N E SE E S H E E T C U - 1 0 3 MA T C H L I N E KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' N I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 5 8 : 4 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCM POND 9 R O A D M (5 0 ' P R I V A T E R / W ) 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 W W W W W W W 8W 8W 8W 8W 8W 8W 8 W 4 W 4 W 4 W 4 W 4 W 4 W 4 W 4 W 4 W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W SSSS SSSS SSSSSSSS S S S S S S S S W W W W W W W 50' R/W 50' R/W 10' UTILITY EASEMENT PROPOSED 4" PVC C-900 WATER MAIN (TYP.) PROPOSED 8" PVC C-900 WATER MAIN (TYP.) TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTION(1) 8" MJ TEE (1) 8"x4" REDUCER (1) 8" GV (1) 4" GV FHA (TYP.) BLOW OFF ASSEMBLY (TYP.) 10' UTILITY EASEMENT 50' DRAINAGE EASEMENT SSMH-86 RIM 39.83 SSMH-88 RIM 39.42 SSMH-90 RIM 40.45 SSMH-85 RIM 39.26 SSMH-89 RIM 39.89 SSMH-87 RIM 39.82 8" C - 9 0 0 1 3 5 . 4 3 ' 8 " C - 9 0 0 9 0 . 5 5 ' 8" C-900 90.05' 8" C-900 334.14' 8" C - 9 0 0 2 9 9 . 3 3 ' 50.00' GAS EASEMENT P H A S E 2 F U T U R E P H A S E 3 SIDBU R Y R O A D ( S R 1 3 3 6 ) (100' P U B L I C R / W ) AMENITY POND SCM POND 9 CU-105 38 N/A ENLARGED UTILITY PLAN DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1ENLARGED UTILITY PLAN2 1" = 50' SEE SHEET CU-103 MATCHLINE KEY MAP SCALE: NTS 0 SCALE: 1"=50' (Horiz.) 100'50'50' NS E E S H E E T C U - 1 0 4 M A T C H L I N E I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 6 : 5 8 : 5 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 RO A D L (5 0 ' P R I V A T E R / W ) ROAD I (50' PRIVATE R/W) RO A D M (5 0 ' P R I V A T E R / W ) 206 207 209 293 294 295296297298299300 302 303 304 305 308 309 310 311 312 313 314 315 336 337 338 339 208 6W 6W 6W 6W 6W 8W 8W 8W 8W 8W 8W 8W 8W SSSS SSSS SSSS 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W SSSS SS SS SS SS SSSSSSSSSSSSSSSS REMOVE 6" PLUG AND TIE TO EXISTING 6" WATERMAIN (1) 6" MJ TEE (2) 6" GV FHA (TYP.) 10' UTILITY EASEMENT PROPOSED 6" PVC C-900 WATER MAIN (TYP.) 50' R/W 50' R/W PROPOSED 6" PVC C-900 WATER MAIN (TYP.) Structure - (224) Structure - (223) Structure - (266) Structure - (265) Structure - (62) Structure - (63) Structure - (263)Structure - (145) Structure - (144)Structure - (264) Structure - (221) Structure - (181) SSMH-70 8" C900 393.61' SSMH-69 8" C900 139.50'SSMH-68 EXISTING PHASE 1 PHASE 2 20 25 30 35 40 45 50 55 20 25 30 35 40 45 50 55 0.39% 1.75% -0.50%0.50%-0.50%0.75%2.00% PVI STA: 22+39.39 PVI ELEV: 38.92 K: 150.00 LVC: 150.00 HP STA: 22+39.39 HP ELEV: 38.73 BV C S : 2 1 + 6 4 . 3 9 BV C E : 3 8 . 5 4 EV C S : 2 3 + 1 4 . 3 9 EV C E : 3 8 . 5 4 PVI STA: 19+07.30 PVI ELEV: 38.50 K: 44.44 LVC: 100.00 HP STA: 19+35.08 HP ELEV: 38.30 BV C S : 1 8 + 5 7 . 3 0 BV C E : 3 7 . 6 2 EV C S : 1 9 + 5 7 . 3 0 EV C E : 3 8 . 2 5 PVI STA: 20+31.47 PVI ELEV: 37.88 K: 125.00 LVC: 125.00 LP STA: 20+31.47 LP ELEV: 38.03 BV C S : 1 9 + 6 8 . 9 7 BV C E : 3 8 . 1 9 EV C S : 2 0 + 9 3 . 9 7 EV C E : 3 8 . 1 9 PVI STA: 24+39.82 PVI ELEV: 37.91 K: 120.09 LVC: 150.00 LP STA: 24+24.86 LP ELEV: 38.14 BV C S : 2 3 + 6 4 . 8 2 BV C E : 3 8 . 2 9 EV C S : 2 5 + 1 4 . 8 2 EV C E : 3 8 . 4 8 18+20 19+00 38 . 1 7 38 . 1 7 38 . 2 8 38 . 2 8 20+00 38 . 0 7 38 . 0 7 38 . 0 5 38 . 0 5 21+00 38 . 2 2 38 . 2 2 38 . 4 7 38 . 4 7 22+00 38 . 6 8 38 . 6 8 38 . 7 3 38 . 7 3 23+00 38 . 6 1 38 . 6 1 38 . 3 6 38 . 3 6 24+00 38 . 1 7 38 . 1 7 38 . 1 7 38 . 1 7 25+00 38 . 3 7 38 . 3 7 38 . 7 4 38 . 7 4 25+79 36" HP 369 LF @ 0.78 % 24" HP 113 LF @ 0.50% St r u c t u r e - ( 2 2 3 ) ST A . 1 8 + 9 0 . 2 7 (1 2 . 1 9 ' R ) St r u c t u r e - ( 2 2 4 ) ST A . 1 8 + 9 0 . 2 7 (1 2 . 1 5 ' L ) 42" HP 118 LF @ 0.50% St r u c t u r e - ( 6 3 ) ST A . 2 0 + 3 1 . 4 6 (1 2 . 1 2 ' L ) St r u c t u r e - ( 6 2 ) ST A . 2 0 + 3 1 . 3 4 (1 2 . 1 7 ' R ) St r u c t u r e - ( 1 4 4 ) ST A . 2 4 + 2 4 . 8 8 (1 2 . 1 6 ' L ) St r u c t u r e - ( 1 4 5 ) ST A . 2 4 + 2 4 . 8 9 (1 2 . 1 4 ' R ) St r u c t u r e - ( 2 2 1 ) ST A . 2 5 + 4 3 . 3 5 (1 2 . 1 2 ' L ) SSMH-68 STA = 25+73.52 RIM = 38.97' INV IN = 31.45' (SSMH-67) INV OUT = 31.45' INV OUT = 31.45' SS M H - 7 0 ST A = 2 0 + 4 0 . 4 0 RI M = 3 7 . 9 0 ' IN V I N = 3 3 . 5 8 ' ( S S M H - 6 9 ) SS M H - 6 9 ST A = 2 4 + 3 4 . 0 2 RI M = 3 8 . 0 1 ' IN V I N = 3 2 . 0 1 ' ( S S M H - 6 8 ) IN V O U T = 3 2 . 0 1 ' 394LF - 8" S.S. @ -0.40% SLOPE 139LF - 8" S.S. @ -0.40% SLOPE 24" HP 28 LF @ 0.50% St r u c t u r e - ( 2 6 6 ) ST A . 2 0 + 0 3 . 3 2 (1 2 . 1 2 ' L ) St r u c t u r e - ( 2 6 5 ) ST A . 2 0 + 0 3 . 4 3 (1 2 . 1 4 ' R ) St r u c t u r e - ( 2 6 3 ) ST A . 2 3 + 9 9 . 9 2 (1 2 . 1 2 ' R ) St r u c t u r e - ( 2 6 4 ) ST A . 2 4 + 0 0 . 1 7 (1 2 . 2 6 ' L ) 3' MIN COVER CU-701 39 1"=50' 1"=5' PLAN & PROFILE - ROAD I DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD I2 LEGEND AND NOTES1 0 SCALE: 1"=50' (Horiz.) 100'50'50' EXISTING GRADE PROPOSED GRADE REMOVE 6" PLUG AND TIE TO EXISTING 6" WATERMAIN 6" PVC C-900 WATER MAIN 0 SCALE: 1"=5' (Vert.) 10'5'5' I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 0 2 : 0 9 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROAD M (50' PRIVATE R/W) RO A D L (5 0 ' P R I V A T E R / W ) 205 206 306 307 315 316317318319320321322 323 324 325 326 327 328 329 330 331 332 333 334 335 8W 8W 8W 2W 2W SSSS SSSS 6W 6W 6W 6W 6W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W SS SS SSSSSSSS SSSS REMOVE 8" PLUG AND TIE TO EXISTING 8" WATERMAIN PROPOSED 8" PVC C-900 WATER MAIN (TYP.) PROPOSED 6" PVC C-900 WATER MAIN (TYP.) (1) 8"x6" REDUCER (1) 6" GV 10' UTILITY EASEMENT 50' R/W Structure - (226) Structure - (225) SSMH-63 Structure - (58) Structure - (57)Structure - (138) Structure - (139) SSMH-64 Structure - (220) Structure - (141) Structure - (268) SSMH-65 Structure - (167) Structure - (227) SSMH-66 SSMH-67 Structure - (142) Structure - (60) 8" C900 400.00'8" C900 121.91' 8" C 9 0 0 6 9 . 1 7 ' 8" C 9 0 0 6 8 . 0 5 ' PROPERTY BOUNDARY EX I S T I N G P H A S E 1 PH A S E 2 20 25 30 35 40 45 50 55 20 25 30 35 40 45 50 55 -0.50%0.50%-0.50%0.50% -2.00%1.75% PVI STA: 10+60.94 PVI ELEV: 38.57 K: 44.44 LVC: 100.00 HP STA: 10+88.71 HP ELEV: 38.38 BV C S : 1 0 + 1 0 . 9 4 BV C E : 3 7 . 7 0 EV C S : 1 1 + 1 0 . 9 4 EV C E : 3 8 . 3 2 PVI STA: 14+36.93 PVI ELEV: 39.13 K: 200.00 LVC: 200.00 HP STA: 14+36.93 HP ELEV: 38.88 BV C S : 1 3 + 3 6 . 9 3 BV C E : 3 8 . 6 3 EV C S : 1 5 + 3 6 . 9 3 EV C E : 3 8 . 6 3 PVI ELEV: 37.91 K: 150.00 LVC: 150.00 LP STA: 11+92.76 LP ELEV: 38.10 BV C S : 1 1 + 1 7 . 7 6 BV C E : 3 8 . 2 9 EV C S : 1 2 + 6 7 . 7 6 EV C E : 3 8 . 2 9 PVI STA: 17+08.76 PVI ELEV: 37.77 K: 199.32 LVC: 200.00 LP STA: 17+08.42 LP ELEV: 38.02 BV C S : 1 6 + 0 8 . 7 6 BV C E : 3 8 . 2 7 EV C S : 1 8 + 0 8 . 7 6 EV C E : 3 8 . 2 8 10+00 37 . 8 5 37 . 8 5 37 . 2 8 38 . 2 1 11+00 38 . 3 6 37 . 0 5 37 . 2 0 38 . 1 6 12+00 38 . 1 0 37 . 3 4 37 . 4 0 38 . 2 1 13+00 38 . 4 5 37 . 4 6 37 . 5 2 38 . 6 9 14+00 38 . 8 5 37 . 5 7 37 . 6 5 38 . 8 8 15+00 38 . 7 8 37 . 7 1 37 . 6 5 38 . 5 7 16+00 38 . 3 2 37 . 6 1 37 . 5 4 38 . 1 1 17+00 38 . 0 3 37 . 3 9 37 . 3 1 38 . 0 7 18+00 38 . 2 3 37 . 5 2 37 . 9 5 38 . 4 8 19+00 38 . 7 4 38 . 1 3 St r u c t u r e - ( 2 2 6 ) ST A . 1 0 + 4 8 . 8 2 (1 2 . 1 3 ' L ) St r u c t u r e - ( 2 2 5 ) ST A . 1 0 + 4 8 . 6 4 (1 2 . 1 5 ' R ) St r u c t u r e - ( 5 8 ) ST A . 1 1 + 9 2 . 8 5 (1 2 . 1 8 ' L ) St r u c t u r e - ( 5 7 ) ST A . 1 1 + 9 2 . 6 2 (1 2 . 1 7 ' R ) St r u c t u r e - ( 1 3 9 ) ST A . 1 3 + 1 2 . 9 7 (1 2 . 1 1 ' L ) St r u c t u r e - ( 1 3 8 ) ST A . 1 3 + 3 4 . 4 8 (1 2 . 2 2 ' R ) St r u c t u r e - ( 1 4 1 ) ST A . 1 5 + 8 6 . 5 8 (1 2 . 1 1 ' L ) St r u c t u r e - ( 2 2 0 ) ST A . 1 5 + 8 6 . 4 9 (1 2 . 1 4 ' R ) St r u c t u r e - ( 1 6 7 ) ST A . 1 7 + 0 8 . 7 5 (1 2 . 1 3 ' R ) St r u c t u r e - ( 2 2 7 ) ST A . 1 7 + 0 8 . 3 8 (1 9 . 6 8 ' L ) 18" HP 144 LF @ 0.50% 30" HP 142 LF @ 0.50% 18" HP 32 L F @ 1 . 0 0 % 36" HP 252 LF @ 0.50% 48" HP 54 LF @ 0.50% SS M H - 6 5 ST A = 1 6 + 4 8 . 7 2 RI M = 3 8 . 0 0 ' IN V I N = 3 2 . 6 6 ' ( S S M H - 6 4 ) IN V O U T = 3 2 . 6 6 ' SS M H - 6 6 ST A = 1 7 + 2 4 . 5 5 RI M = 3 7 . 8 9 ' IN V I N = 3 2 . 3 9 ' ( S S M H - 6 5 ) IN V O U T = 3 2 . 3 9 ' SS M H - 6 3 ST A = 1 1 + 2 5 . 0 0 RI M = 3 8 . 1 1 ' IN V O U T = 3 5 . 1 1 ' 122LF - 8" S.S. @ 0.40% SLOPE 69LF - 8" S.S. @ 0.39% SLOPE 68LF - 8" S.S. @ 0.40% SLOPE 400LF - 8" S.S. @ 0.40% SLOPE St r u c t u r e - ( 2 6 8 ) ST A . 1 6 + 5 4 . 2 1 (1 5 . 2 1 ' R ) St r u c t u r e - ( 2 7 1 ) ST A . 1 7 + 5 8 . 1 7 (1 4 . 2 8 ' R ) St r u c t u r e - ( 6 0 ) ST A . 1 8 + 0 6 . 1 0 (1 2 . 0 9 ' R ) St r u c t u r e - ( 1 4 2 ) ST A . 1 8 + 0 5 . 5 3 (1 2 . 1 5 ' L ) 3' MIN COVER CU-702 40 1"=50' 1"=5' PLAN & PROFILE - ROAD M STA 10+00 TO STA 18+000DESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD M STA 10+00 TO STA 18+0002 LEGEND AND NOTES1 EXISTING GRADE 0 SCALE: 1"=50' (Horiz.) 100'50'50' 0 SCALE: 1"=5' (Vert.) 10'5'5' SEE SHEET CU-703 MATCHLINE PROPOSED GRADE 8" PVC C-900 WATER MAIN 6" PVC C-900 WATER MAIN REMOVE 8" PLUG AND TIE TO EXISTING 8" WATERMAIN I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 0 2 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 0 5 : 2 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 RO A D I (5 0 ' P R I V A T E R / W ) RO A D O (5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) ROAD M (50' PRIVATE R/W) 284 285286287288289290291292293294 314315316 334 335 336 337 338 339 340 341 342 343 344 428 429 430 431 432 433 458 459 460 461 462 463 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6 W 6 W 6 W 6W 6W 6W 6W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W S S S S SSSS SS SSSSSS SS SSSSSS SS SS SS SS SSSS SS SSSSSS SS SS SS SS SS SSSSSS SSSS FM FM FM FM FM FM PROPOSED 6" PVC C-900 WATER MAIN (TYP.) (1) 8"x6" REDUCER (1) 6" GV (1) 6" MJ TEE (2) 6" GV FHA (TYP.) 10' UTILITY EASEMENT 50 ' R / W 50 ' R / W PROPOSED 8" PVC C-900 WATER MAIN (TYP.) (1) 8" MJ TEE (1) 8"x6" REDUCER (1) 8" GV (1) 6" GV (1) 8" MJ CROSS (1) 8"x6" REDUCER (1) 8" GV (1) 6" GV FHA (TYP.) SSMH-66 SSMH-67 SSMH-68 SSMH-71 SSMH-72 SSMH-80 SSMH-85 Structure - (88) Structure - (87) Structure - (183) Structure - (194)Structure - (51)Structure - (147) Structure - (283)Structure - (148) Structure - (53) Structure - (136) Structure - (134) Structure - (54) Structure - (146) Structure - (55) Structure - (56) Structure - (181) Structure - (221) Structure - (60) Structure - (142) Structure - (271) Structure - (167) Structure - (227) 8" C 9 0 0 6 8 . 0 5 ' 8" C900 168.18'8" C900 237.72' 8" C 9 0 0 1 3 9 . 5 0 ' 8" C900 237.72'8" C900 290.00'8" C900 279.27' 8" C 9 0 0 2 9 9 . 3 4 ' 8" C 9 0 0 3 5 2 . 0 0 ' 8" C 9 0 0 2 5 2 . 3 0 ' PHASE 2 EXISTING PHASE 1 SCM POND 5 SCM POND 7 15 20 25 30 35 40 45 50 55 15 20 25 30 35 40 45 50 55 -0.50% 1.00% -0.50% PVI STA: 20+90.79 PVI ELEV: 39.70 K: 199.32 LVC: 200.00 HP STA: 20+91.13 HP ELEV: 39.45 BV C S : 1 9 + 9 0 . 7 9 BV C E : 3 9 . 1 9 EV C S : 2 1 + 9 0 . 7 9 EV C E : 3 9 . 2 0 PVI STA: 27+05.55 PVI ELEV: 40.27 K: 133.33 LVC: 200.00 HP STA: 27+38.89 HP ELEV: 39.94 BV C S : 2 6 + 0 5 . 5 5 BV C E : 3 9 . 2 7 EV C S : 2 8 + 0 5 . 5 5 EV C E : 3 9 . 7 7 PVI STA: 24+62.08 PVI ELEV: 37.84 K: 133.33 LVC: 200.00 LP STA: 24+28.75 LP ELEV: 38.17 BV C S : 2 3 + 6 2 . 0 8 BV C E : 3 8 . 3 4 EV C S : 2 5 + 6 2 . 0 8 EV C E : 3 8 . 8 4 PVI ELEV: 39.05 K: 200.00 LVC: 200.00 LP STA: 29+49.97 LP ELEV: 39.30 BV C S : 2 8 + 4 9 . 9 7 BV C E : 3 9 . 5 5 19+00 38 . 7 4 38 . 1 3 38 . 0 7 38 . 9 9 20+00 39 . 2 4 36 . 6 6 38 . 1 8 39 . 4 0 21+00 39 . 4 4 38 . 3 1 38 . 1 7 39 . 3 6 22+00 39 . 1 5 37 . 8 1 37 . 7 6 38 . 9 0 23+00 38 . 6 5 38 . 1 0 38 . 3 6 38 . 4 0 24+00 38 . 2 0 38 . 3 9 38 . 1 5 38 . 1 9 25+00 38 . 3 6 38 . 5 6 38 . 8 5 38 . 7 2 26+00 39 . 2 2 38 . 9 1 38 . 7 0 39 . 6 5 27+00 39 . 8 8 38 . 9 4 38 . 9 8 39 . 9 4 28+00 39 . 8 0 38 . 7 8 38 . 9 7 39 . 5 5 29+00 39 . 3 7 39 . 1 8 39 . 4 8 39 . 3 0 30+00 39 . 3 7 38 . 7 2 St r u c t u r e - ( 1 8 1 ) ST A . 1 9 + 8 4 . 1 5 (1 2 . 1 3 ' R ) St r u c t u r e - ( 5 4 ) ST A . 2 2 + 7 2 . 0 5 (1 2 . 1 3 ' R ) St r u c t u r e - ( 1 4 6 ) ST A . 2 2 + 7 2 . 5 2 (1 2 . 1 7 ' L ) St r u c t u r e - ( 5 3 ) ST A . 2 4 + 1 7 . 3 5 (1 2 . 8 9 ' R ) St r u c t u r e - ( 1 4 8 ) ST A . 2 4 + 2 8 . 6 9 (1 2 . 1 0 ' L ) St r u c t u r e - ( 1 4 7 ) ST A . 2 4 + 8 5 . 6 3 (1 1 . 1 1 ' R ) St r u c t u r e - ( 5 1 ) ST A . 2 7 + 2 7 . 1 7 (1 1 . 2 4 ' R ) 48" HP 288 LF @ 0.50% 18" HP 2 7 L F @ 1 . 0 0 % 30" HP 242 LF @ 1 . 3 3 % St r u c t u r e - ( 1 9 4 ) ST A . 2 7 + 5 2 . 6 0 (1 4 . 3 7 ' R ) St r u c t u r e - ( 8 7 ) ST A . 2 9 + 4 9 . 9 8 (1 3 . 1 5 ' L ) St r u c t u r e - ( 8 8 ) ST A . 2 9 + 4 9 . 8 7 (1 3 . 1 4 ' R ) SS M H - 7 2 ST A = 2 4 + 4 2 . 9 3 RI M = 3 8 . 0 7 ' IN V I N = 2 9 . 5 5 ' ( S S M H - 7 1 ) IN V O U T = 2 9 . 5 5 ' IN V O U T = 2 9 . 5 5 ' SS M H - 8 0 ST A = 2 7 + 3 2 . 9 3 RI M = 4 0 . 0 6 ' IN V I N = 2 8 . 3 9 ' ( S S M H - 7 2 ) IN V O U T = 2 8 . 3 9 ' IN V O U T = 2 8 . 3 9 ' IN V O U T = 2 8 . 3 9 ' SS M H - 6 8 ST A = 1 9 + 6 7 . 4 9 RI M = 3 8 . 9 7 ' IN V I N = 3 1 . 4 5 ' ( S S M H - 6 7 ) IN V O U T = 3 1 . 4 5 ' IN V O U T = 3 1 . 4 5 ' SS M H - 7 1 ST A = 2 2 + 0 5 . 2 1 RI M = 3 8 . 9 9 ' IN V I N = 3 0 . 5 0 ' ( S S M H - 6 8 ) IN V O U T = 3 0 . 5 0 ' 279LF - 8" S.S. @ -0.40% SLOPE 290LF - 8" S.S. @ 0.40% SLOPE 238LF - 8" S.S. @ 0.40% SLOPE 238LF - 8" S.S. @ 0.40% SLOPE 30" HP 68 LF @ 0.50% 48" HP 145 LF @ 0.50% St r u c t u r e - ( 2 8 3 ) ST A . 2 4 + 8 5 . 1 6 (1 2 . 2 2 ' L ) 3' MIN COVER CU-703 41 1"=50' 1"=5' PLAN & PROFILE - ROAD M STA 18+00 TO STA 30+00DESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD M STA 18+00 TO STA 30+002 LEGEND AND NOTES1 EXISTING GRADE PROPOSED GRADE 0 SCALE: 1"=50' (Horiz.) 100'50'50' 0 SCALE: 1"=5' (Vert.) 10'5'5' SEE SHEET CU-702 MATCHLINE SE E S H E E T C U - 7 0 4 MA T C H L I N E 8" PVC C-900 WATER MAIN I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 0 3 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 0 8 : 4 6 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROA D N (50 ' P R I V A T E R / W ) ROAD M (50' PRIVATE R/W) 460 463 464 465 466 467 468 469 470 471 476 477 478 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 8 W 4W 4W 4W 4W 4W 4W 4W 4W 4W 8W 8W 8W 8W 8W S S S S S S S S SSSS SS SSSSSS W 50' R / W 10' UTILITY EASEMENT PROPOSED 4" PVC C-900 WATER MAIN (TYP.) PROPOSED 8" PVC C-900 WATER MAIN (TYP.) (1) 8" MJ TEE (1) 8"x4" REDUCER (1) 8" GV (1) 4" GV FHA (TYP.) BLOW OFF ASSEMBLY (TYP.) 10' UTILITY EASEMENT SSMH-85 SSMH-86 SSMH-87 SSMH-88 SSMH-89 8 " C 9 0 0 1 3 5 . 4 3 ' 8 " C 9 0 0 9 0 . 5 5 ' 8" C9 0 0 9 0 . 0 5 ' 8" C900 299.33' Structure - (278) Structure - (279) Structure - (89) Structure - (86) Structure - (74)Structure - (72) Structure - (71) SCM POND 7 SCM POND 8 15 20 25 30 35 40 45 50 55 15 20 25 30 35 40 45 50 55 0.50%0.50%-0.50% PVI STA: 31+93.11 PVI ELEV: 40.27 K: 200.00 LVC: 200.00 HP STA: 31+93.11 HP ELEV: 40.02 BV C S : 3 0 + 9 3 . 1 1 BV C E : 3 9 . 7 7 EV C S : 3 2 + 9 3 . 1 1 EV C E : 3 9 . 7 7 EV C S : 3 0 + 4 9 . 9 7 EV C E : 3 9 . 5 5 PVI STA: 34+37.61 PVI ELEV: 39.05 K: 200.00 LVC: 200.00 LP STA: 34+37.61 LP ELEV: 39.30 BV C S : 3 3 + 3 7 . 6 1 BV C E : 3 9 . 5 5 EV C S : 3 5 + 3 7 . 6 1 EV C E : 3 9 . 5 5 30+00 39 . 3 7 38 . 7 2 38 . 8 5 39 . 5 5 31+00 39 . 8 0 39 . 0 0 39 . 2 5 39 . 9 7 32+00 40 . 0 2 39 . 0 6 38 . 8 1 39 . 9 4 33+00 39 . 7 3 39 . 3 9 39 . 5 0 39 . 4 9 34+00 39 . 3 3 39 . 1 6 39 . 4 6 39 . 3 0 35+00 39 . 3 9 39 . 6 0 39 . 7 7 39 . 6 1 36+00 39 . 8 6 39 . 8 4 36+36 39 . 3 0 36" HP 96 LF @ 1 . 4 7 % St r u c t u r e - ( 7 4 ) ST A . 3 3 + 2 9 . 2 2 (1 1 . 0 0 ' R ) St r u c t u r e - ( 7 2 ) ST A . 3 4 + 3 8 . 0 9 (1 2 . 1 1 ' R ) St r u c t u r e - ( 7 1 ) ST A . 3 4 + 3 7 . 4 6 (1 2 . 1 6 ' L ) 24" HP 117 LF @ -0.50% 24" HP 110 LF @ -0.50% SS M H - 8 8 ST A = 3 3 + 3 5 . 0 4 RI M = 3 9 . 4 2 ' IN V I N = 3 0 . 7 7 ' ( S S M H - 8 7 ) IN V O U T = 3 0 . 7 7 ' SS M H - 8 7 ST A = 3 2 + 4 1 . 5 9 RI M = 3 9 . 8 2 ' IN V I N = 3 0 . 4 1 ' ( S S M H - 8 6 ) IN V O U T = 3 0 . 4 1 ' SS M H - 8 6 ST A = 3 1 + 4 7 . 6 2 RI M = 3 9 . 8 3 ' IN V I N = 3 0 . 0 5 ' ( S S M H - 8 5 ) IN V O U T = 3 0 . 0 5 ' SS M H - 8 5 ST A = 3 0 + 1 2 . 1 9 RI M = 3 9 . 2 6 ' IN V I N = 2 9 . 5 1 ' ( S S M H - 8 0 ) IN V O U T = 2 9 . 5 1 ' SSMH-89 STA = 36+34.53 RIM = 39.89' INV IN = 31.97' (SSMH-88) 135LF - 8" S.S. @ -0.40% SLOPE 91LF - 8" S.S. @ -0.40% SLOPE 90LF - 8" S.S. @ -0.40% SLOPE 299LF - 8" S.S. @ -0.40% SLOPE 36" HP 123 LF @ 1 . 1 4 % St r u c t u r e - ( 2 7 9 ) ST A . 3 0 + 7 2 . 8 1 (1 4 . 0 5 ' R ) St r u c t u r e - ( 2 7 8 ) ST A . 3 0 + 7 2 . 9 4 (1 3 . 2 2 ' L ) St r u c t u r e - ( 8 6 ) ST A . 3 2 + 1 7 . 6 4 (1 4 . 9 2 ' R ) St r u c t u r e - ( 8 9 ) ST A . 3 1 + 6 6 . 9 6 (1 5 . 5 2 ' R ) 3' MIN COVER CU-704 42 1"=50' 1"=5' PLAN & PROFILE - ROAD M STA 30+00 TO STA 36+35.5DESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD M STA 30+00 TO STA 36+35.52 LEGEND AND NOTES1 4" PVC C-900 WATER MAIN EXISTING GRADE PROPOSED GRADE 8" PVC C-900 WATER MAIN PROPERTY BOUNDARY 0 SCALE: 1"=50' (Horiz.) 100'50'50' 0 SCALE: 1"=5' (Vert.) 10'5'5' SEE S H E E T C U - 7 0 3 MAT C H L I N E I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 0 4 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 1 2 : 0 1 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 RO A D M (5 0 ' P R I V A T E R / W ) RO A D M (5 0 ' P R I V A T E R / W ) ROA D L(50' P R I V A T E R / W ) RO A D L (50 ' P R I V A T E R / W ) 254 271 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 430 431 432 433 434 435 436 437 438 454 455 456 457 458 459 460 461 462 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 10 W 10 W 10 W 10W 8W FM 10W 10W 10W 10W 10W 10W 10W 10W 10W 10W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W 8W SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SS SSSS SSSS SSSSFM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM FM 10' UTILITY EASEMENT 10' UTILITY EASEMENT PROPOSED 6" PVC C-900 WATER MAIN (TYP.) REMOVE 10" PLUG AND TIE TO EXISTING 10" WATERMAIN PROPOSED 10" PVC C-900 WATER MAIN (TYP.) (1) 8" MJ CROSS (1) 8"x6" REDUCER (1) 8" GV (1) 6" GV FHA (TYP.) 10' UTILITY EASEMENT PROPOSED 8" PVC C-900 WATER MAIN (TYP.) (1) 10"x8" REDUCER (1) 8" GV SSMH-84 SSMH-83 SSMH-82 SSMH-81 SSMH-80 SSMH-79 8" C9 0 0 3 5 2 . 0 0 ' 8" C90 0 2 9 9 . 3 4 ' 8" C900 126.85' 8" C900 1 3 9 . 8 5 ' 8" C 9 0 0 1 4 2 . 2 8 ' Structure - (242) Structure - (197) Structure - (191) Structure - (192) Structure - (198) Structure - (289) Structure - (193) Structure - (199) Structure - (241) Structure - (237) Structure - (51) Structure - (194) Structure - (284) Structure - (285) Structure - (69) Structure - (70) Structure - (287) Structure - (286) EXISTING AMENITY POND E X I S T I N G P H A S E 1 P H A S E 2 EXISTING AMENITY CENTER 15 20 25 30 35 40 45 50 55 15 20 25 30 35 40 45 50 55 0.50%-0.50%0.50%-0.50%0.50% PVI STA: 24+84.03 PVI ELEV: 38.71 K: 300.00 LVC: 300.00 LP STA: 24+84.03 LP ELEV: 39.09 BV C S : 2 3 + 3 4 . 0 3 BV C E : 3 9 . 4 6 EV C S : 2 6 + 3 4 . 0 3 EV C E : 3 9 . 4 6 PVI STA: 30+52.44 PVI ELEV: 38.79 K: 200.23 LVC: 200.00 LP STA: 30+52.32 LP ELEV: 39.04 BV C S : 2 9 + 5 2 . 4 4 BV C E : 3 9 . 2 9 EV C S : 3 1 + 5 2 . 4 4 EV C E : 3 9 . 2 9 20+15 39 . 5 8 37 . 5 8 39 . 7 6 21+00 39 . 9 7 37 . 7 8 38 . 0 2 40 . 0 7 22+00 40 . 0 3 38 . 3 4 38 . 4 0 39 . 8 8 23+00 39 . 6 3 38 . 6 6 38 . 9 1 39 . 3 9 24+00 39 . 2 1 39 . 4 0 39 . 2 5 39 . 1 1 25+00 39 . 0 9 39 . 3 1 39 . 0 7 39 . 1 6 26+00 39 . 3 1 39 . 1 7 38 . 7 4 39 . 5 4 27+00 39 . 7 8 39 . 0 5 39 . 2 7 39 . 9 1 28+00 39 . 9 1 39 . 0 7 39 . 3 6 39 . 7 9 29+00 39 . 5 6 39 . 3 4 39 . 2 8 39 . 3 1 30+00 39 . 1 1 39 . 1 8 39 . 3 9 39 . 0 4 31+00 39 . 1 0 38 . 9 9 39 . 0 9 39 . 2 8 32+00 39 . 5 3 39 . 1 5 32+50 39 . 6 9 39 . 6 1 St r u c t u r e - ( 5 1 ) ST A . 2 7 + 8 7 . 4 6 (1 1 . 2 6 ' R ) 24" HP 121 LF @ 1 . 0 0 % St r u c t u r e - ( 2 4 1 ) ST A . 2 5 + 6 6 . 7 6 (1 3 . 3 2 ' R ) St r u c t u r e - ( 7 0 ) ST A . 3 0 + 5 2 . 3 1 (1 2 . 1 7 ' L ) St r u c t u r e - ( 6 9 ) ST A . 3 0 + 5 2 . 5 4 (1 2 . 1 6 ' R ) St r u c t u r e - ( 1 9 4 ) ST A . 2 7 + 9 0 . 5 9 (1 4 . 1 8 ' L ) 36" HP 170 LF @ 0.50% St r u c t u r e - ( 2 4 2 ) ST A . 2 0 + 3 2 . 1 1 (1 3 . 0 7 ' R ) St r u c t u r e - ( 1 9 7 ) ST A . 2 0 + 3 1 . 8 0 (1 3 . 1 5 ' L ) St r u c t u r e - ( 1 9 1 ) ST A . 2 1 + 6 2 . 8 5 (1 3 . 1 5 ' L ) St r u c t u r e - ( 1 9 2 ) ST A . 2 3 + 2 2 . 7 4 (1 3 . 2 1 ' L ) St r u c t u r e - ( 1 9 8 ) ST A . 2 3 + 2 2 . 5 0 (1 3 . 1 9 ' R ) St r u c t u r e - ( 1 9 3 ) ST A . 2 4 + 8 4 . 5 2 (1 3 . 1 7 ' L ) St r u c t u r e - ( 1 9 9 ) ST A . 2 4 + 8 4 . 4 0 (1 3 . 0 6 ' R ) St r u c t u r e - ( 2 3 7 ) ST A . 2 6 + 2 0 . 9 9 (1 3 . 1 8 ' L ) 24" HP 134 LF @ 0.50% 24" HP 164 LF @ 0.50% 24" HP 111 LF @ 0.50% 36" HP 136 LF @ 0.50% SS M H - 8 4 ST A = 2 0 + 5 5 . 4 6 RI M = 3 9 . 6 5 ' IN V I N = 3 1 . 2 2 ' ( S S M H - 8 3 ) SS M H - 8 3 ST A = 2 2 + 0 0 . 1 6 RI M = 3 9 . 9 0 ' IN V I N = 3 0 . 6 6 ' ( S S M H - 8 2 ) IN V O U T = 3 0 . 6 5 ' SS M H - 8 2 ST A = 2 3 + 4 2 . 3 6 RI M = 3 9 . 2 9 ' IN V I N = 3 0 . 1 0 ' ( S S M H - 8 1 ) IN V O U T = 3 0 . 1 0 ' SS M H - 8 0 ST A = 2 7 + 7 0 . 7 2 RI M = 4 0 . 0 6 ' IN V I N = 2 8 . 3 9 ' ( S S M H - 7 2 ) IN V O U T = 2 8 . 3 9 ' IN V O U T = 2 8 . 3 9 ' IN V O U T = 2 8 . 3 9 ' SS M H - 7 9 ST A = 3 1 + 2 2 . 7 2 RI M = 3 9 . 0 3 ' IN V I N = 2 6 . 9 8 ' ( S S M H - 8 0 ) IN V O U T = 2 6 . 9 8 ' 142LF - 8" S.S. @ -0.40% SLOPE 140LF - 8" S.S. @ -0.40% SLOPE 299LF - 8" S.S. @ -0.40% SLOPE St r u c t u r e - ( 2 8 9 ) ST A . 2 4 + 3 1 . 1 9 (1 3 . 6 3 ' L ) 24" HP 55 LF @ 0.50% 18" HP 59 LF @ 0.50% 24" HP 144 LF @ 1 . 0 0 % St r u c t u r e - ( 2 8 5 ) ST A . 2 9 + 3 1 . 3 6 (1 1 . 7 5 ' R ) St r u c t u r e - ( 2 8 4 ) ST A . 2 9 + 3 1 . 1 0 (1 2 . 4 6 ' L ) St r u c t u r e - ( 2 8 6 ) ST A . 3 1 + 1 1 . 9 4 (1 2 . 2 6 ' L ) St r u c t u r e - ( 2 8 7 ) ST A . 3 1 + 1 1 . 9 5 (1 2 . 3 5 ' R ) 3' MIN COVER CU-705 43 1"=50' 1"=5' PLAN & PROFILE - ROAD L STA 20+20 TO STA 32+50DESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD L STA 20+20 TO STA 32+502 LEGEND AND NOTES1 PROPOSED GRADE 0 SCALE: 1"=50' (Horiz.) 100'50'50' 0 SCALE: 1"=5' (Vert.) 10'5'5' SE E S H E E T C U - 7 0 6 MA T C H L I N E EXISTING GRADE 10" PVC C-900 WATER MAIN 6" PVC C-900 WATER MAIN REMOVE PLUG AND CONNECT TO EXISTING 10" WATER MAIN I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 0 5 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 1 5 : 1 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROAD L (50' PRIVATE R/W) RO A D N (5 0 ' P R I V A T E R / W ) 437 438 439 440 441 442 443 444 445 446447448449450451452453454 PUMP STATION 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6W 6 W SS SS SSSSSSSS SS SS SSSSSSSS SSSS SSSS FM FM FM FM FM FM FM FM FM FMFM 50' R/W PROPOSED 6" PVC C-900 WATER MAIN (TYP.) (1) 6" GV (1) 6" MJ TEE (1) 6" GV FHA (TYP.) 8" FORCE MAIN 8" C900 352.00' SSMH-78 8" C900 354.19' SSMH-77Structure - (235) Structure - (236) Structure - (301) Structure - (180) Structure - (300) Structure - (298) Structure - (299) Structure - (176) Structure - (101) Structure - (98) Structure - (179) Structure - (171) 10 15 20 25 30 35 40 45 50 55 10 15 20 25 30 35 40 45 50 55 -0.50%0.60% 2.00% PVI STA: 35+60.36 PVI ELEV: 38.45 K: 181.61 LVC: 200.00 LP STA: 35+51.76 LP ELEV: 38.73 BV C S : 3 4 + 6 0 . 3 6 BV C E : 3 8 . 9 6 EV C S : 3 6 + 6 0 . 3 6 EV C E : 3 9 . 0 5 32+50 39 . 6 9 39 . 6 1 33+00 39 . 6 8 39 . 2 6 39 . 3 3 39 . 5 1 34+00 39 . 2 6 39 . 3 0 39 . 3 7 39 . 0 1 35+00 38 . 8 0 39 . 2 4 39 . 8 2 38 . 7 3 36+00 38 . 7 9 39 . 3 6 39 . 1 7 38 . 9 9 37+00 39 . 2 9 39 . 4 9 39 . 6 2 39 . 5 9 38+00 39 . 8 8 39 . 8 8 38+23 40 . 1 9 40 . 0 5 St r u c t u r e - ( 2 3 5 ) ST A . 3 4 + 2 8 . 1 1 (1 2 . 0 7 ' L ) St r u c t u r e - ( 2 3 6 ) ST A . 3 4 + 2 8 . 6 4 (1 1 . 9 8 ' R ) St r u c t u r e - ( 1 7 9 ) ST A . 3 5 + 5 1 . 8 2 (1 2 . 1 8 ' L ) St r u c t u r e - ( 1 8 0 ) ST A . 3 5 + 5 1 . 5 7 (1 2 . 1 8 ' R ) St r u c t u r e - ( 1 7 6 ) ST A . 3 8 + 1 0 . 7 3 (1 1 . 1 0 ' R ) 18" HP 119 LF @ 0.50% 30" HP 117 LF @ 0.50% SS M H - 7 8 ST A = 3 4 + 7 4 . 7 2 RI M = 3 8 . 7 5 ' IN V I N = 2 5 . 5 7 ' ( S S M H - 7 9 ) IN V O U T = 2 5 . 5 7 ' 354LF - 8" S.S. @ 0.40% SLOPE 30" HP 142 LF @ 0.50% St r u c t u r e - ( 2 9 8 ) ST A . 3 6 + 6 9 . 4 5 (1 2 . 7 3 ' L ) St r u c t u r e - ( 2 9 9 ) ST A . 3 6 + 6 8 . 8 6 (1 1 . 6 9 ' R ) St r u c t u r e - ( 3 0 0 ) ST A . 3 5 + 4 8 . 3 1 (1 2 . 2 9 ' L ) St r u c t u r e - ( 3 0 1 ) ST A . 3 5 + 4 7 . 9 7 (1 2 . 1 8 ' R ) 352LF - 8" S.S. @ 0.40% SLOPE 3' MIN COVER3' MIN COVER CU-706 44 1"=50' 1"=5' PLAN & PROFILE - ROAD L STA 32+50 TO STA 38+23.4DESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD L STA 32+50 TO STA 38+23.42 LEGEND AND NOTES1 0 SCALE: 1"=50' (Horiz.) 100'50'50' 0 SCALE: 1"=5' (Vert.) 10'5'5' SE E S H E E T C U - 7 0 5 MA T C H L I N E EXISTING GRADE PROPOSED GRADE 8" FORCE MAIN 6" PVC C-900 WATER MAIN I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 0 6 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 1 8 : 3 7 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROAD O (50' PRIVATE R/W) RO A D N (5 0 ' P R I V A T E R / W ) 286 287 288 289 290 342 343 344 345 346 347 348 408 409 410 411 412 413 414 415 416417418419420421422423424425426427428429430 10' NON-MUNICIPAL EASEMENT 10' NON-MUNICIPAL EASEMENT TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTION PROPOSED 8" PVC C-900 WATER MAIN (TYP.) (1) 8" MJ TEE (1) 8"x6" REDUCER (1) 8" GV (1) 6" GV (1) 8" MJ CROSS (2) 8"x6" REDUCER (1) 8" GV (2) 6" GV FHA (TYP.) (1) 8" MJ TEE (1) 8"x6" REDUCER (1) 8" GV (1) 6" GV FHA (TYP.) SSMH-72 SSMH-73 SSMH-74 SSMH-75 SSMH-76Structure - (148) Structure - (53) Structure - (136) Structure - (134) Structure - (240) Structure - (239) Structure - (202) Structure - (219)Structure - (203) Structure - (262)Structure - (261) Structure - (204)Structure - (213) Structure - (215) Structure - (218) Structure - (234) Structure - (130)Structure - (303) Structure - (302) Structure - (111) Structure - (110) Structure - (103) Structure - (104) Structure - (169) Structure - (102)Structure - (170) 8" C900 276.80'8" C900 276.80'8" C900 252.30'8" C900 252.30' 15 20 25 30 35 40 45 50 55 15 20 25 30 35 40 45 50 55 -0.50% -2.00%0.50%-0.50% 1.20% 2.00%0.50%-2.00%-0.50% PVI STA: 11+93.90 PVI ELEV: 38.90 K: 200.00 LVC: 200.00 HP STA: 11+93.90 HP ELEV: 38.65 BV C S : 1 0 + 9 3 . 9 0 BV C E : 3 8 . 4 0 EV C S : 1 2 + 9 3 . 9 0 EV C E : 3 8 . 4 0 PVI STA: 16+19.58 PVI ELEV: 40.02 K: 102.97 LVC: 175.00 HP STA: 16+55.65 HP ELEV: 39.72 BV C S : 1 5 + 3 2 . 0 8 BV C E : 3 8 . 9 7 EV C S : 1 7 + 0 7 . 0 8 EV C E : 3 9 . 5 9 PVI STA: 19+54.51 PVI ELEV: 38.35 K: 150.08 LVC: 150.00 LP STA: 19+54.47 LP ELEV: 38.54 BV C S : 1 8 + 7 9 . 5 1 BV C E : 3 8 . 7 3 EV C S : 2 0 + 2 9 . 5 1 EV C E : 3 8 . 7 3 PVI STA: 14+28.37 PVI ELEV: 37.73 K: 117.65 LVC: 200.00 LP STA: 13+87.19 LP ELEV: 38.08 BV C S : 1 3 + 2 8 . 3 7 BV C E : 3 8 . 2 3 EV C S : 1 5 + 2 8 . 3 7 EV C E : 3 8 . 9 3 PVI STA: 21+45.86 PVI ELEV: 38.32 K: 100.00 LVC: 100.00 LP STA: 21+45.86 LP ELEV: 38.45 BV C S : 2 0 + 9 5 . 8 6 BV C E : 3 8 . 5 7 10+00 38 . 2 3 38 . 1 8 38 . 3 2 38 . 1 8 11+00 38 . 4 3 38 . 4 2 38 . 5 0 38 . 6 0 12+00 38 . 6 5 38 . 4 5 38 . 3 7 38 . 5 7 13+00 38 . 3 7 38 . 3 4 38 . 3 0 38 . 1 4 14+00 38 . 0 9 38 . 3 3 38 . 3 9 38 . 2 5 15+00 38 . 6 2 38 . 4 7 38 . 5 6 39 . 1 7 16+00 39 . 5 6 38 . 5 9 38 . 5 9 39 . 7 1 17+00 39 . 6 2 38 . 6 2 38 . 6 8 39 . 3 7 18+00 39 . 1 2 38 . 7 5 38 . 8 5 38 . 8 7 19+00 38 . 6 4 38 . 7 6 38 . 5 6 38 . 5 4 20+00 38 . 6 1 38 . 5 8 38 . 7 3 38 . 9 4 21+00 38 . 5 5 38 . 9 2 St r u c t u r e - ( 2 3 4 ) ST A . 1 7 + 7 9 . 5 0 (1 2 . 1 6 ' L ) St r u c t u r e - ( 1 3 0 ) ST A . 1 7 + 7 9 . 0 3 (1 2 . 1 6 ' R ) St r u c t u r e - ( 1 1 0 ) ST A . 1 9 + 5 4 . 5 0 (1 2 . 1 4 ' L ) St r u c t u r e - ( 1 1 1 ) ST A . 1 9 + 5 4 . 4 4 (1 2 . 1 6 ' R ) St r u c t u r e - ( 1 0 3 ) ST A . 2 0 + 3 3 . 4 6 (1 1 . 6 7 ' R ) 24" HP 115 LF @ 1 . 0 0 % 30" HP 7 9 L F @ 1 . 9 1 % St r u c t u r e - ( 5 3 ) ST A . 1 0 + 1 2 . 8 9 (3 1 . 0 7 ' R ) 18" HP 27 LF @ 1 . 0 0 % St r u c t u r e - ( 1 3 6 ) ST A . 1 0 + 3 6 . 0 6 (1 2 . 2 0 ' R ) St r u c t u r e - ( 1 3 4 ) ST A . 1 0 + 3 6 . 2 0 (1 2 . 1 3 ' L ) St r u c t u r e - ( 2 3 9 ) ST A . 1 2 + 7 4 . 6 2 (1 2 . 1 8 ' L ) St r u c t u r e - ( 2 1 9 ) ST A . 1 3 + 8 7 . 0 6 (1 2 . 1 6 ' L ) St r u c t u r e - ( 2 0 2 ) ST A . 1 3 + 8 7 . 2 0 (1 2 . 1 6 ' R ) St r u c t u r e - ( 2 0 3 ) ST A . 1 4 + 8 1 . 9 7 (1 1 . 8 8 ' R ) St r u c t u r e - ( 2 1 5 ) ST A . 1 5 + 3 6 . 1 9 (1 2 . 1 2 ' R ) St r u c t u r e - ( 2 1 8 ) ST A . 1 5 + 3 5 . 7 5 (1 2 . 1 3 ' L ) 18" HP 112 LF @ 0.50% 24" HP 95 LF @ 0.50% 18" HP 54 LF @ -1.00% St r u c t u r e - ( 2 4 0 ) ST A . 1 2 + 7 5 . 0 3 (1 2 . 1 4 ' R ) SS M H - 7 3 ST A = 1 2 + 4 6 . 8 0 RI M = 3 8 . 4 4 ' IN V I N = 2 8 . 5 4 ' ( S S M H - 7 2 ) IN V O U T = 2 8 . 5 4 ' SS M H - 7 4 ST A = 1 4 + 9 9 . 0 9 RI M = 3 8 . 5 0 ' IN V I N = 2 7 . 5 3 ' ( S S M H - 7 3 ) IN V O U T = 2 7 . 5 3 ' IN V O U T = 2 7 . 5 3 ' SS M H - 7 5 ST A = 1 7 + 7 5 . 8 9 RI M = 3 9 . 1 1 ' IN V I N = 2 6 . 4 2 ' ( S S M H - 7 4 ) IN V O U T = 2 6 . 4 2 ' SS M H - 7 6 ST A = 2 0 + 5 2 . 6 9 RI M = 3 9 . 0 3 ' IN V I N = 2 5 . 3 1 ' ( S S M H - 7 5 ) IN V O U T = 2 5 . 3 1 ' IN V O U T = 2 5 . 3 1 ' 252LF - 8" S.S. @ 0.40% SLOPE 277LF - 8" S.S. @ 0.40% SLOPE 277LF - 8" S.S. @ 0.40% SLOPE 3' MIN COVER 3' MIN COVER CU-707 45 1"=50' 1"=5' PLAN & PROFILE - ROAD O STA 10+00 TO STA 20+90DESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD O STA 10+00 TO STA 20+902 LEGEND AND NOTES1 EXISTING GRADE 0 SCALE: 1"=50' (Horiz.) 100'50'50' 0 SCALE: 1"=5' (Vert.) 10'5'5' 6" PVC C-900 WATER MAIN PROPOSED GRADE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 0 7 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 2 1 : 5 7 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROAD N (50' PRIVATE R/W) 464 465 466 471 472 473 474 475 476 477 478 479 480 10' NON-MUNICIPAL EASEMENT PROPOSED 6" PVC C-900 WATER MAIN (TYP.) PROPOSED 8" PVC C-900 WATER MAIN (TYP.) PROPOSED 4" PVC C-900 WATER MAIN (TYP.) PROPOSED 8" PVC C-900 WATER MAIN FHA (TYP.) (1) 6" MJ TEE (1) 6" GATE VALVE (1) 6" MJ TEE (1) 6" GATE VALVE (1) 6" MJ TEE (1) 6" GATE VALVE (1) 8" MJ TEE (1) 8"x6" REDUCER (1) 6" GATE VALVE TEMPORARY BLOW OFF ASSEMBLY (FOR FUTURE CONNECTION, TYP.) (1) 8" MJ TEE (1) 8"x4" REDUCER (1) 8" GV (1) 4" GV FHA (TYP.) SSMH-90 SSMH-91 SSMH-92 SSMH-93 SSMH-94 SSMH-95 Structure - (86) Structure - (89) Structure - (290) Structure - (291) Structure - (84) Structure - (230) Structure - (93) Structure - (83) Structure - (96) Structure - (229) Structure - (82) Structure - (81)Structure - (228) Structure - (276) Structure - (275) TEMPORARY BLOW OFF ASSEMBLY (FOR FUTURE CONNECTION, TYP.) TEMPORARY BLOW OFF ASSEMBLY (FOR FUTURE CONNECTION, TYP.) 8" C900 334.14' 8" C900 301.97' 8" C9 0 0 9 5 . 7 6 ' 8" C 9 0 0 9 5 . 7 6 ' 8 " C 9 0 0 1 0 0 . 5 4 ' 8 " C 9 0 0 9 9 . 4 6 ' TEMPORARY BLOW OFF ASSEMBLY (FOR FUTURE CONNECTION, TYP.) 10 15 20 25 30 35 40 45 50 55 60 10 15 20 25 30 35 40 45 50 55 60 0.50%-0.50%0.50%-0.50% PVI STA: 11+75.13 PVI ELEV: 40.89 K: 200.04 LVC: 200.00 HP STA: 11+75.13 HP ELEV: 40.64 BV C S : 1 0 + 7 5 . 1 3 BV C E : 4 0 . 3 9 EV C S : 1 2 + 7 5 . 1 3 EV C E : 4 0 . 3 9 PVI STA: 17+00.95 PVI ELEV: 40.61 K: 199.99 LVC: 200.00 HP STA: 17+00.94 HP ELEV: 40.36 BV C S : 1 6 + 0 0 . 9 5 BV C E : 4 0 . 1 1 EV C S : 1 8 + 0 0 . 9 5 EV C E : 4 0 . 1 1 PVI STA: 14+66.55 PVI ELEV: 39.44 K: 200.02 LVC: 200.00 LP STA: 14+66.54 LP ELEV: 39.69 BV C S : 1 3 + 6 6 . 5 5 BV C E : 3 9 . 9 4 EV C S : 1 5 + 6 6 . 5 5 EV C E : 3 9 . 9 4 PVI STA: 19+48.87 PVI ELEV: 39.37 K: 199.98 LVC: 200.00 LP STA: 19+48.87 LP ELEV: 39.62 BV C S : 1 8 + 4 8 . 8 7 BV C E : 3 9 . 8 7 EV C S : 2 0 + 4 8 . 8 7 EV C E : 3 9 . 8 7 10+00 40 . 0 2 39 . 1 3 40 . 0 6 40 . 2 7 11+00 40 . 5 0 40 . 7 3 41 . 2 5 40 . 6 3 12+00 40 . 6 3 41 . 1 0 40 . 9 4 40 . 5 0 13+00 40 . 2 7 40 . 8 9 41 . 0 0 40 . 0 2 14+00 39 . 8 0 40 . 6 5 40 . 5 3 39 . 6 9 15+00 39 . 7 1 40 . 4 4 40 . 6 0 39 . 8 6 16+00 40 . 1 0 40 . 5 8 40 . 4 2 40 . 2 9 17+00 40 . 3 6 40 . 5 0 40 . 8 2 40 . 3 0 18+00 40 . 1 1 40 . 7 2 40 . 7 9 39 . 8 6 19+00 39 . 6 8 41 . 0 2 41 . 0 8 39 . 6 2 20+00 39 . 6 8 40 . 7 7 40 . 5 0 39 . 8 7 21+00 40 . 1 2 40 . 4 8 St r u c t u r e - ( 8 4 ) ST A . 1 4 + 4 1 . 6 6 (1 3 . 1 4 ' R ) St r u c t u r e - ( 8 3 ) ST A . 1 7 + 7 8 . 3 9 (1 3 . 0 8 ' R ) St r u c t u r e - ( 2 2 9 ) ST A . 1 7 + 5 6 . 4 8 (3 3 . 0 9 ' L ) St r u c t u r e - ( 9 6 ) ST A . 1 7 + 7 9 . 0 0 (3 3 . 2 1 ' L ) St r u c t u r e - ( 8 2 ) ST A . 1 9 + 4 6 . 8 5 (1 3 . 2 0 ' R ) St r u c t u r e - ( 8 1 ) ST A . 1 9 + 5 7 . 0 9 (3 4 . 2 3 ' L ) St r u c t u r e - ( 2 2 8 ) ST A . 1 9 + 3 4 . 8 1 (3 4 . 5 8 ' L ) 36" HP 334 LF @ 0.53% 18" HP 25 LF @ 1 . 0 0 % 30" HP 160 LF @ 0.50% 24" HP 25 LF @ 0.50%24" HP 49 LF @ 0.60% SS M H - 9 5 ST A = 2 0 + 5 0 . 7 1 RI M = 3 9 . 7 4 ' IN V I N = 2 5 . 5 6 ' ( S S M H - 9 6 ) IN V O U T = 2 5 . 5 6 ' SS M H - 9 4 ST A = 1 9 + 5 1 . 4 2 RI M = 3 9 . 5 1 ' IN V I N = 2 5 . 9 6 ' ( S S M H - 9 5 ) IN V O U T = 2 5 . 9 6 ' SS M H - 9 2 ST A = 1 7 + 6 2 . 3 4 RI M = 4 0 . 1 5 ' IN V I N = 2 6 . 7 2 ' ( S S M H - 9 3 ) IN V O U T = 2 6 . 7 2 ' SS M H - 9 1 ST A = 1 4 + 6 1 . 0 0 RI M = 3 9 . 5 8 ' IN V I N = 2 7 . 9 3 ' ( S S M H - 9 2 ) IN V O U T = 2 7 . 9 3 ' SS M H - 9 0 ST A = 1 1 + 2 7 . 3 1 RI M = 4 0 . 4 5 ' IN V I N = 2 9 . 2 7 ' ( S S M H - 9 1 ) SS M H - 9 3 ST A = 1 8 + 5 6 . 8 8 RI M = 3 9 . 6 9 ' IN V I N = 2 6 . 3 4 ' ( S S M H - 9 4 ) IN V O U T = 2 6 . 3 4 ' 334LF - 8" S.S. @ -0.40% SLOPE 302LF - 8" S.S. @ -0.40% SLOPE 96LF - 8" S.S. @ -0.40% SLOPE 96LF - 8" S.S. @ -0.40% SLOPE 101LF - 8" S.S. @ -0.40% SLOPE 18" HP 127 LF @ 0.50% St r u c t u r e - ( 2 9 0 ) ST A . 1 3 + 1 7 . 0 1 (1 3 . 2 4 ' L ) St r u c t u r e - ( 2 9 1 ) ST A . 1 3 + 1 5 . 0 6 (1 3 . 1 6 ' R ) St r u c t u r e - ( 2 7 6 ) ST A . 2 0 + 3 5 . 2 5 (1 3 . 0 9 ' R ) St r u c t u r e - ( 2 7 5 ) ST A . 2 0 + 3 7 . 7 0 (1 2 . 7 8 ' L ) 30" HP 85 LF @ 0.50% 3' MIN COVER CU-708 46 1"=50' 1"=5' PLAN & PROFILE - ROAD N STA 10+00 TO STA 21+00DESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD N STA 10+00 TO STA 21+002 LEGEND AND NOTES1 EXISTING GRADE 0 SCALE: 1"=50' (Horiz.) 100'50'50' 0 SCALE: 1"=5' (Vert.) 10'5'5' PROPOSED GRADE 6" PVC C-900 WATER MAIN I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 0 8 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 2 5 : 1 3 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROAD N (50' PRIVATE R/W) ROAD N (50' PRIVATE R/W) 386387 388389390391392393394395 413 414 415416 417 418443 444 445446 447 448 PUMP STATION TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTION (1) 8" MJ CROSS (2) 8"x6" REDUCER (1) 8" GV (2) 6" GV FHA (TYP.) (1) 6" GV (1) 6" MJ TEE (1) 6" GV (1) 6" MJ TEE (1) 6" GATE VALVE TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTION (1) 6" MJ TEE (1) 6" GATE VALVE TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTION Structure - (81) Structure - (82) Structure - (276) Structure - (275) Structure - (79) Structure - (78)Structure - (98) Structure - (176) Structure - (101) Structure - (171) Structure - (102) Structure - (170) Structure - (103) Structure - (104) Structure - (169) Structure - (105) Structure - (267) Structure - (129) Structure - (131) SSMH-94 8" C 9 0 0 1 0 0 . 5 4 ' SSMH-95 8" C9 0 0 9 9 . 4 6 ' SSMH-96 8" C900 100. 0 3 ' SSMH-97 8" C900 151.64' SSMH-77 8" C 9 0 0 3 5 4 . 1 9 ' 8" C900 290.00' SSMH-76 8" C 9 0 0 2 7 6 . 8 0 ' 8" C900 392.57' SSMH-103 8" C900 392.65' Structure - (298)Structure - (299) Structure - (110)Structure - (111) Structure - (303)Structure - (302) Structure - (106) 10 15 20 25 30 35 40 45 50 55 10 15 20 25 30 35 40 45 50 55 0.50%-0.50%0.50%-0.50% PVI STA: 22+53.75 PVI ELEV: 40.89 K: 200.03 LVC: 200.00 HP STA: 22+53.77 HP ELEV: 40.64 BV C S : 2 1 + 5 3 . 7 5 BV C E : 4 0 . 3 9 EV C S : 2 3 + 5 3 . 7 5 EV C E : 4 0 . 3 9 PVI STA: 30+25.25 PVI ELEV: 40.45 K: 200.20 LVC: 200.00 HP STA: 30+25.17 HP ELEV: 40.20 BV C S : 2 9 + 2 5 . 2 5 BV C E : 3 9 . 9 5 EV C S : 3 1 + 2 5 . 2 5 EV C E : 3 9 . 9 5 PVI STA: 26+83.95 PVI ELEV: 38.74 K: 200.22 LVC: 200.00 LP STA: 26+84.02 LP ELEV: 38.99 BV C S : 2 5 + 8 3 . 9 5 BV C E : 3 9 . 2 4 EV C S : 2 7 + 8 3 . 9 5 EV C E : 3 9 . 2 4 21+00 40 . 1 2 40 . 4 8 40 . 5 0 40 . 3 7 22+00 40 . 5 7 39 . 9 8 39 . 6 2 40 . 6 4 23+00 40 . 5 9 39 . 7 3 39 . 8 9 40 . 4 1 24+00 40 . 1 6 39 . 9 9 39 . 5 6 39 . 9 1 25+00 39 . 6 6 39 . 3 6 39 . 1 9 39 . 4 1 26+00 39 . 1 7 39 . 0 3 39 . 0 1 39 . 0 2 27+00 39 . 0 0 38 . 8 3 39 . 0 8 39 . 1 0 28+00 39 . 3 2 39 . 1 2 39 . 1 1 39 . 5 7 29+00 39 . 8 2 39 . 0 1 38 . 8 5 40 . 0 6 30+00 40 . 1 8 38 . 9 6 39 . 0 6 40 . 1 8 31+00 40 . 0 6 39 . 1 0 38 . 9 9 39 . 8 2 32+00 39 . 5 7 38 . 9 3 St r u c t u r e - ( 7 8 ) ST A . 2 1 + 7 2 . 1 2 (1 3 . 6 8 ' L ) St r u c t u r e - ( 7 9 ) ST A . 2 1 + 7 0 . 9 0 (1 3 . 1 8 ' R ) 18" HP 130 LF @ 0.50% St r u c t u r e - ( 9 8 ) ST A . 2 3 + 5 9 . 6 7 (1 4 . 1 5 ' R ) St r u c t u r e - ( 1 0 1 ) ST A . 2 4 + 3 6 . 8 1 (1 3 . 1 7 ' R ) St r u c t u r e - ( 1 7 1 ) ST A . 2 4 + 3 6 . 7 5 (1 3 . 1 4 ' L ) St r u c t u r e - ( 1 0 2 ) ST A . 2 6 + 4 9 . 8 9 (1 4 . 3 3 ' R ) St r u c t u r e - ( 1 7 0 ) ST A . 2 6 + 4 9 . 4 2 (1 4 . 3 7 ' L ) St r u c t u r e - ( 1 0 4 ) ST A . 2 7 + 2 6 . 5 5 (1 2 . 1 5 ' R ) St r u c t u r e - ( 1 6 9 ) ST A . 2 7 + 2 6 . 6 6 (1 3 . 1 3 ' L ) St r u c t u r e - ( 1 0 5 ) ST A . 2 8 + 4 3 . 1 9 (1 3 . 0 4 ' R ) St r u c t u r e - ( 1 2 9 ) ST A . 3 1 + 3 7 . 3 6 (1 3 . 1 7 ' R ) St r u c t u r e - ( 1 3 1 ) ST A . 3 1 + 3 7 . 4 8 (1 3 . 1 7 ' L ) 42" HP 213 LF @ 0.50% 48" HP 117 L F @ 1 . 3 5 % 36" HP 294 LF @ 0.50% St r u c t u r e - ( 1 0 3 ) ST A . 2 6 + 9 5 . 5 0 (1 3 . 7 2 ' R ) 48" HP 31 LF @ 0.50% St r u c t u r e - ( 1 7 6 ) ST A . 2 4 + 0 4 . 9 3 (1 2 . 6 8 ' R ) 42" HP 32 LF @ 0.50% SS M H - 9 6 ST A = 2 1 + 4 8 . 9 2 RI M = 4 0 . 2 6 ' IN V I N = 2 5 . 1 6 ' ( S S M H - 9 7 ) IN V O U T = 2 5 . 1 6 ' SS M H - 9 7 ST A = 2 2 + 4 7 . 7 1 RI M = 4 0 . 5 0 ' IN V I N = 2 4 . 7 6 ' ( S S M H - 7 7 ) IN V O U T = 2 4 . 7 6 ' SS M H - 7 7 ST A = 2 3 + 9 9 . 3 3 RI M = 4 0 . 0 6 ' IN V I N = 2 4 . 1 5 ' ( S S M H - 7 8 ) IN V I N = 2 4 . 1 5 ' ( S S M H - 7 6 ) IN V O U T = 2 4 . 1 5 ' SS M H - 7 6 ST A = 2 6 + 8 9 . 3 3 RI M = 3 9 . 0 3 ' IN V I N = 2 5 . 3 1 ' ( S S M H - 7 5 ) IN V O U T = 2 5 . 3 1 ' IN V O U T = 2 5 . 3 1 ' SS M H - 1 0 3 ST A = 3 0 + 8 1 . 9 0 RI M = 3 9 . 9 8 ' IN V I N = 2 6 . 8 8 ' ( S S M H - 7 6 ) IN V O U T = 2 6 . 8 8 ' 152LF - 8" S.S. @ -0.40% SLOPE 100LF - 8" S.S. @ -0.40% SLOPE 393LF - 8" S.S. @ -0.40% SLOPE 3' MIN COVER CU-709 47 1"=50' 1"=5' PLAN & PROFILE - ROAD N STA 20+50 TO STA 32+00DESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD N STA 20+50 TO STA 32+002 LEGEND AND NOTES1 PROPOSED GRADE EXISTING GRADE 0 SCALE: 1"=50' (Horiz.) 100'50'50' 0 SCALE: 1"=5' (Vert.) 10'5'5' 6" PVC C-900 WATER MAIN I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 0 9 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 2 8 : 2 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROAD N (50' PRIVATE R/W) 374 375 376 377 384385 386387 388389390391 FHA (TYP.) (1) 6" MJ TEE (2) 6" GV TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTIONPROPOSED 6" PVC C-900 WATER MAIN (TYP.) 8" C900 392.57' SSMH-103 8" C900 392.65'SSMH-102 8" C 9 0 0 1 4 5 . 2 2 ' SSMH-101 Structure - (173) Structure - (127)Structure - (128) Structure - (172) Structure - (129) Structure - (131) 15 20 25 30 35 40 45 50 55 15 20 25 30 35 40 45 50 55 0.50% PVI STA: 33+23.36 PVI ELEV: 38.96 K: 200.02 LVC: 200.00 LP STA: 33+23.35 LP ELEV: 39.21 BV C S : 3 2 + 2 3 . 3 6 BV C E : 3 9 . 4 6 EV C S : 3 4 + 2 3 . 3 6 EV C E : 3 9 . 4 6 32+00 39 . 5 7 38 . 9 3 38 . 9 9 39 . 3 4 33+00 39 . 2 2 38 . 8 4 38 . 1 8 39 . 2 2 34+00 39 . 3 5 38 . 4 6 38 . 6 6 39 . 5 7 34+80 39 . 6 1 38 . 6 9 St r u c t u r e - ( 1 2 8 ) ST A . 3 3 + 2 3 . 4 9 (1 3 . 1 4 ' R ) St r u c t u r e - ( 1 7 2 ) ST A . 3 3 + 2 3 . 3 9 (1 3 . 1 3 ' L ) St r u c t u r e - ( 1 2 7 ) ST A . 3 4 + 4 4 . 4 9 (1 3 . 8 5 ' R ) St r u c t u r e - ( 1 7 3 ) ST A . 3 4 + 7 0 . 4 2 (1 4 . 1 6 ' R ) 36" HP 121 LF @ 0.50% 24" HP 26 LF @ 0.50% 24" HP 122 LF @ 0.50% 36" HP 186 LF @ 0.50% SSMH-102 STA = 34+74.55 RIM = 39.50' INV IN = 28.45' (SSMH-103) INV OUT = 28.45' 3' MIN COVER CU-710 48 1"=50' 1"=5' PLAN & PROFILE - ROAD N STA 30+00 TO STA 34+80 EXISTING GRADE DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD N STA 30+00 TO STA 34+802 LEGEND AND NOTES1 0 SCALE: 1"=50' (Horiz.) 100'50'50' 0 SCALE: 1"=5' (Vert.) 10'5'5' PROPOSED GRADE 6" PVC C-900 WATER MAIN I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 1 0 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 3 1 : 3 1 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 RO A D O (5 0 ' P R I V A T E R / W ) ROAD P (50' PRIVATE R/W) 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 383 396397398399400401402403404405406407408 409 FHA (TYP.)PROPOSED 6" PVC C-900 WATER MAIN (TYP.) 10' NON-MUNICIPAL EASEMENT (1) 8" MJ TEE (1) 8"x6" REDUCER (1) 8" GV (1) 6" GV FHA (TYP.) Structure - (218) Structure - (215) Structure - (203) Structure - (261) Structure - (262) Structure - (202) Structure - (219) Structure - (204) Structure - (213) Structure - (205) Structure - (209) Structure - (206) Structure - (212) Structure - (208) Structure - (210) SSMH-99 8" C900 400.00' SSMH-98 8" C900 265.72' SSMH-74 8" C 9 0 0 2 7 6 . 8 0 ' 8" C 9 0 0 2 5 2 . 3 0 ' 15 20 25 30 35 40 45 50 55 15 20 25 30 35 40 45 50 55 -2.00% -0.50%0.50% PVI STA: 13+41.08 PVI ELEV: 39.86 K: 200.00 LVC: 200.00 HP STA: 13+41.08 HP ELEV: 39.61 BV C S : 1 2 + 4 1 . 0 8 BV C E : 3 9 . 3 6 EV C S : 1 4 + 4 1 . 0 8 EV C E : 3 9 . 3 6 PVI STA: 16+98.91 PVI ELEV: 38.07 K: 166.22 LVC: 200.00 LP STA: 16+82.01 LP ELEV: 38.37 BV C S : 1 5 + 9 8 . 9 1 BV C E : 3 8 . 5 7 EV C S : 1 7 + 9 8 . 9 1 EV C E : 3 8 . 7 8 10+00 38 . 4 6 38 . 4 6 38 . 9 0 38 . 4 1 11+00 38 . 6 6 38 . 8 6 38 . 7 0 38 . 9 1 12+00 39 . 1 6 38 . 5 8 38 . 4 6 39 . 4 0 13+00 39 . 5 7 38 . 6 8 38 . 6 7 39 . 6 1 14+00 39 . 5 3 38 . 5 5 36 . 8 0 39 . 3 2 15+00 39 . 0 7 38 . 2 7 38 . 3 8 38 . 8 2 16+00 38 . 5 7 38 . 4 6 38 . 2 0 38 . 4 0 17+00 38 . 3 7 38 . 0 9 38 . 3 3 38 . 5 0 18+00 38 . 7 8 38 . 5 0 St r u c t u r e - ( 2 0 4 ) ST A . 1 1 + 5 9 . 6 2 (1 2 . 4 1 ' R ) St r u c t u r e - ( 2 1 3 ) ST A . 1 1 + 5 9 . 3 9 (1 2 . 0 5 ' L ) St r u c t u r e - ( 2 0 5 ) ST A . 1 4 + 9 6 . 5 7 (1 2 . 1 2 ' R ) St r u c t u r e - ( 2 0 9 ) ST A . 1 4 + 9 6 . 6 4 (1 2 . 1 2 ' L ) St r u c t u r e - ( 2 0 6 ) ST A . 1 6 + 8 1 . 7 5 (1 2 . 1 6 ' R ) St r u c t u r e - ( 2 1 2 ) ST A . 1 6 + 8 2 . 0 7 (1 2 . 1 0 ' L ) St r u c t u r e - ( 2 1 0 ) ST A . 1 7 + 8 0 . 1 3 (1 2 . 0 8 ' R ) St r u c t u r e - ( 2 0 8 ) ST A . 1 7 + 7 9 . 7 5 (1 2 . 1 4 ' L ) 36" HP 337 LF @ -0.52% 30" HP 186 LF @ -0.50% 18" HP 105 LF @ -0.50% St r u c t u r e - ( 2 0 3 ) ST A . 1 0 + 1 1 . 8 8 (1 1 . 6 2 ' R ) St r u c t u r e - ( 2 1 5 ) ST A . 1 0 + 1 2 . 1 2 (4 2 . 5 9 ' L ) 36" HP 29 LF @ 0.50% SS M H - 7 4 ST A = 1 0 + 0 5 . 5 0 RI M = 3 8 . 5 0 ' IN V I N = 2 7 . 5 3 ' ( S S M H - 7 3 ) IN V O U T = 2 7 . 5 3 ' IN V O U T = 2 7 . 5 3 ' SS M H - 9 8 ST A = 1 2 + 7 1 . 2 2 RI M = 3 9 . 3 5 ' IN V I N = 2 8 . 5 9 ' ( S S M H - 7 4 ) IN V O U T = 2 8 . 5 9 ' SS M H - 9 9 ST A = 1 6 + 7 1 . 2 2 RI M = 3 8 . 2 3 ' IN V I N = 3 0 . 1 9 ' ( S S M H - 9 8 ) 400LF - 8" S.S. @ -0.40% SLOPE 266LF - 8" S.S. @ -0.40% SLOPE 36" HP 119 LF @ 0.50% St r u c t u r e - ( 2 6 2 ) ST A . 1 0 + 4 0 . 7 8 (1 1 . 7 3 ' R ) St r u c t u r e - ( 2 6 1 ) ST A . 1 0 + 4 0 . 6 0 (1 2 . 2 0 ' L ) 3' MIN COVER CU-711 49 1"=50' 1"=5' PLAN & PROFILE - ROAD P STA 10+00 TO STA 18+00DESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD P STA 10+00 TO STA 18+002 LEGEND AND NOTES1 PROPOSED GRADE EXISTING GRADE 0 SCALE: 1"=50' (Horiz.) 100'50'50' 0 SCALE: 1"=5' (Vert.) 10'5'5' 6" PVC C-900 WATER MAIN I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 1 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 3 4 : 4 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 362 363 364 365 366 367 368 369 370 371 372 373 374375376377378379380381382383 ROAD P (50' PRIVATE R/W) FHA (TYP.) FHA (TYP.) (1) 6" MJ TEE (2) 6" GV TEMPORARY BLOW OFF ASSEMBLY (TYP.) FOR FUTURE CONNECTION 10' NON-MUNICIPAL EASEMENT PROPOSED 6" PVC C-900 WATER MAIN (TYP.) Structure - (127) Structure - (173) Structure - (133) Structure - (132)Structure - (259) Structure - (260) Structure - (208) Structure - (210) Structure - (206)Structure - (212) Structure - (125) Structure - (124) SSMH-100 8" C900 288.88' SSMH-101 8" C900 145.22' SSMH-102 8" C 9 0 0 3 9 2 . 6 5 ' 15 20 25 30 35 40 45 50 55 15 20 25 30 35 40 45 50 55 -0.50% 1.35% 0.70%-1.35% 0.00% 2.00% PVI STA: 19+32.33 PVI ELEV: 39.71 K: 97.41 LVC: 200.00 HP STA: 19+00.83 HP ELEV: 39.25 BV C S : 1 8 + 3 2 . 3 3 BV C E : 3 9 . 0 1 EV C S : 2 0 + 3 2 . 3 3 EV C E : 3 8 . 3 6 PVI STA: 22+22.75 PVI ELEV: 40.03 K: 108.36 LVC: 200.00 HP STA: 22+68.57 HP ELEV: 39.66 BV C S : 2 1 + 2 2 . 7 5 BV C E : 3 8 . 6 8 EV C S : 2 3 + 2 2 . 7 5 EV C E : 3 9 . 5 3 18+00 38 . 7 8 38 . 5 0 38 . 4 7 39 . 1 2 19+00 39 . 2 5 38 . 3 7 38 . 3 5 39 . 1 3 20+00 38 . 7 5 38 . 3 9 38 . 4 2 38 . 2 5 21+00 38 . 3 7 38 . 4 2 38 . 4 4 39 . 0 1 22+00 39 . 4 4 38 . 4 6 38 . 5 6 39 . 6 5 23+00 39 . 6 2 38 . 7 0 23+39 39 . 7 2 38 . 7 3 St r u c t u r e - ( 1 7 3 ) ST A . 2 2 + 8 2 . 0 1 (9 . 6 3 ' L ) St r u c t u r e - ( 1 3 2 ) ST A . 2 0 + 8 8 . 0 8 (1 2 . 1 5 ' R ) St r u c t u r e - ( 1 3 3 ) ST A . 2 0 + 8 8 . 2 3 (1 2 . 2 1 ' L ) SS M H - 1 0 0 ST A = 1 8 + 6 7 . 5 7 RI M = 3 9 . 0 6 ' IN V I N = 3 0 . 1 9 ' ( S S M H - 1 0 1 ) SS M H - 1 0 1 ST A = 2 1 + 5 6 . 4 4 RI M = 3 8 . 9 4 ' IN V I N = 2 9 . 0 3 ' ( S S M H - 1 0 2 ) IN V O U T = 2 9 . 0 3 ' SS M H - 1 0 2 ST A = 2 3 + 0 1 . 6 6 RI M = 3 9 . 5 0 ' IN V I N = 2 8 . 4 5 ' ( S S M H - 1 0 3 ) IN V O U T = 2 8 . 4 5 ' 145LF - 8" S.S. @ -0.40% SLOPE 289LF - 8" S.S. @ -0.40% SLOPE St r u c t u r e - ( 2 6 0 ) ST A . 2 0 + 4 1 . 4 9 (1 2 . 1 1 ' L ) 24" HP 194 LF @ 0.50% 18" HP 47 LF @ 0.50% 24" HP 262 LF @ 0.30%24" HP 261 LF @ 0.30% St r u c t u r e - ( 2 5 9 ) ST A . 2 0 + 4 1 . 5 6 (1 2 . 1 5 ' R ) 3' MIN COVER CU-712 50 1"=50' 1"=5' PLAN & PROFILE - ROAD P STA 18+00 TO STA 23+40DESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD P STA 18+00 TO STA 23+402 LEGEND AND NOTES1 PROPOSED GRADEEXISTING GRADE 0 SCALE: 1"=50' (Horiz.) 100'50'50' 0 SCALE: 1"=5' (Vert.) 10'5'5' 6" PVC C-900 WATER MAIN I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 1 2 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 3 7 : 5 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 ROAD K (50' PRIVATE R/W) 259 260 261 262 263 264 265266267 268 269 270 271 272 PROPOSED 6" PVC C-900 WATER MAIN (TYP.) BLOW OFF ASSEMBLY (TYP.) 10' NON-MUNICIPAL EASEMENT REMOVE 6" PLUG AND TIE TO EXISTING WATERMAIN INSTALLED BY OTHERS. 8" C900 246.15' 8" C900 81.47' 8" C 9 0 0 7 0 . 4 3 ' 8 " C 9 0 0 7 0 . 6 7 ' 8" C 9 0 0 1 5 3 . 1 9 ' 15 20 25 30 35 40 45 50 55 15 20 25 30 35 40 45 50 55 -0.50%1.50% -0.50%0.50% PVI STA: 13+43.67 PVI ELEV: 39.83 K: 50.00 LVC: 100.00 HP STA: 13+68.67 HP ELEV: 39.64 BV C S : 1 2 + 9 3 . 6 7 BV C E : 3 9 . 0 8 EV C S : 1 3 + 9 3 . 6 7 EV C E : 3 9 . 5 8 PVI STA: 12+38.64 PVI ELEV: 38.25 K: 37.50 LVC: 75.00 LP STA: 12+19.89 LP ELEV: 38.39 BV C S : 1 2 + 0 1 . 1 4 BV C E : 3 8 . 4 4 EV C S : 1 2 + 7 6 . 1 4 EV C E : 3 8 . 8 1 PVI STA: 15+09.76 PVI ELEV: 39.00 K: 200.00 LVC: 200.00 LP STA: 15+09.76 LP ELEV: 39.25 BV C S : 1 4 + 0 9 . 7 6 BV C E : 3 9 . 5 0 EV C S : 1 6 + 0 9 . 7 6 EV C E : 3 9 . 5 0 12+00 38 . 4 4 38 . 0 0 38 . 5 1 13+00 39 . 1 7 38 . 0 8 38 . 1 9 39 . 6 0 14+00 39 . 5 4 38 . 3 5 38 . 2 2 39 . 3 3 15+00 39 . 2 5 39 . 2 9 16+00 39 . 4 5 38 . 5 8 39 . 7 0 16+74 38 . 6 0 24" HP 76 LF @ 0.50%24" HP 76 LF @ 0.50% 24" HP 94 LF @ -1.54% St r u c t u r e - ( 2 5 2 ) ST A . 1 3 + 3 4 . 5 8 (1 2 . 8 7 ' L ) St r u c t u r e - ( 2 5 3 ) ST A . 1 4 + 1 6 . 2 4 (1 2 . 2 4 ' L ) St r u c t u r e - ( 2 5 5 ) ST A . 1 5 + 1 0 . 0 6 (1 2 . 1 4 ' R ) St r u c t u r e - ( 2 5 4 ) ST A . 1 5 + 0 9 . 7 6 (1 2 . 0 0 ' L ) St r u c t u r e - ( 2 5 0 ) ST A . 1 2 + 4 6 . 3 4 (1 2 . 1 4 ' R ) St r u c t u r e - ( 2 5 1 ) ST A . 1 2 + 4 8 . 4 1 (1 2 . 1 5 ' L ) SS M H - 1 0 7 ST A = 1 2 + 7 7 . 5 1 RI M = 3 8 . 7 0 ' IN V I N = 3 1 . 6 3 ' ( S S M H - 1 0 6 ) IN V O U T = 3 1 . 6 3 ' SS M H - 1 0 6 ST A = 1 3 + 4 5 . 8 2 RI M = 3 9 . 4 4 ' IN V I N = 3 1 . 9 1 ' ( S S M H - 1 0 5 ) IN V O U T = 3 1 . 9 1 ' SS M H - 1 0 5 ST A = 1 4 + 2 5 . 9 6 RI M = 3 9 . 2 9 ' IN V I N = 3 2 . 2 4 ' ( S S M H - 1 0 4 ) IN V O U T = 3 2 . 2 4 ' SSMH-104 STA = 16+72.11 RIM = 39.67' INV OUT = 33.22' 246LF - 8" S.S. @ 0.40% SLOPE81LF - 8" S.S. @ 0.40% SLOPE70LF - 8" S.S. @ 0.40% SLOPE St r u c t u r e - ( 2 9 5 ) ST A . 1 5 + 5 5 . 4 7 (1 2 . 0 5 ' L ) 18" HP 46 LF @ 0.50% 3' MIN COVER CU-713 51 1"=50' 1"=5' PLAN & PROFILE - ROAD K STA 12+00 TO STA 16+73DESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL PLAN & PROFILE - ROAD K STA 12+00 TO STA 16+732 LEGEND AND NOTES1 EXISTING GRADE 0 SCALE: 1"=50' (Horiz.) 100'50'50' 0 SCALE: 1"=5' (Vert.) 10'5'5' EXISTING GRADE REMOVE PLUG AND TIE IN TO EXISTING WATERMAIN INSTALLED BY OTHERS 6" PVC C-900 WATER MAIN I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U - 7 1 3 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 1 : 0 8 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 TREES BOTANICAL / COMMON NAME QUERCUS PHELLOS WILLOW OAK QUERCUS VIRGINIANA SOUTHERN LIVE OAK ULMUS PARVIFOLIA `ALLEE` ALLEE LACEBARK ELM GROUND COVERS BOTANICAL / COMMON NAME VEGETATIVE SHELF PLANTING NOTES: -ALL STREET TREES LOCATED ON PRIVATE PROPERTY -ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70' SIGHT DISTANCE TRIANGLE PLANT SCHEDULE TREES BOTANICAL / COMMON NAME QUERCUS PHELLOS WILLOW OAK QUERCUS VIRGINIANA SOUTHERN LIVE OAK ULMUS PARVIFOLIA `ALLEE` ALLEE LACEBARK ELM GROUND COVERS BOTANICAL / COMMON NAME VEGETATIVE SHELF PLANTING NOTES: -ALL STREET TREES LOCATED ON PRIVATE PROPERTY -ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70' SIGHT DISTANCE TRIANGLE PLANT SCHEDULE ROAD M (50' PRIVATE R/ W ) R O A D J ( 5 0 ' P R I V A T E R / W ) ROAD I (50' PRIVATE R/ W ) ROAD B (50' PRIV A T E R / W ) R O A D J ( 5 0 ' P R I V A T E R / W ) ROAD C (50' PRIV A T E R / W ) RO A D G (5 0 ' P R I V A T E R / W ) ROAD I (50' PRIVATE R/W) R O A D K ( 5 0 ' P R I V A T E R / W ) ROAD H (50' PRIVATE R/W) R O A D F ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) RO A D G (5 0 ' P R I V A T E R / W ) ROAD L (50' PRIVATE R/ W ) R O A D M (5 0 ' P R I V A T E R / W ) RO A D M (5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) ROAD P (50' PRIVATE R/ W ) RO A D N (5 0 ' P R I V A T E R / W ) ROAD N (50' PRIVATE R/ W ) ROAD O (50' PRIVATE R/ W ) RO A D S (5 0 ' P R I V A T E R / W ) RO A D N (5 0 ' P R I V A T E R / W ) RO A D P (5 0 ' P R I V A T E R / W ) ROAD O (50' PRIVATE R/ W ) RO A D Q (5 0 ' P R I V A T E R / W ) RO A D Q (5 0 ' P R I V A T E R / W ) RO A D R (5 0 ' P R I V A T E R / W ) R O A D X ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) ROAD U (50' PRIVA T E R / W ) RO A D Q ( 5 0 ' P R I V A T E R / W ) ROAD P (50' PRIVATE R/ W ) OVERALL LANDSCAPE PLAN2 CL-100 52 1"=150' N/A OVERALL LANDSCAPE PLAN DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL LEGEND AND NOTES1 0 SCALE: 1"=150' (Horiz.) 300'150'150' I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C L - 1 0 0 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 2 : 5 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 TREES BOTANICAL / COMMON NAME QUERCUS PHELLOS WILLOW OAK QUERCUS VIRGINIANA SOUTHERN LIVE OAK ULMUS PARVIFOLIA `ALLEE` ALLEE LACEBARK ELM GROUND COVERS BOTANICAL / COMMON NAME VEGETATIVE SHELF PLANTING PLANT SCHEDULE NOTES: -ALL STREET TREES LOCATED ON PRIVATE PROPERTY -ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70' SIGHT DISTANCE TRIANGLE 38 38 38 38 38 38 38 3838 38 38 ROAD M (50' PRIVATE R/W) ROAD I (50' PRIVATE R/W) RO A D L (5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) 288 289 290 291 292 293 294 295296297298299300 301 302 303 304 305 306 307 308 309 310 311 312 313 314 315 316317318319320321322 323 324 325 326 327 328 329 330 331 332 333 STREET TREES TO BE INSTALLED DURING PHASE 2 CONSTRUCTION (TYP.) 10 x 70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) 20 - ULM ALL 21 - QUE VIR 10' NON-MUNICIPAL EASEMENT STREET TREES TO BE INSTALLED DURING PHASE 1 CONSTRUCTION (TYP.) PHASE LINE 2 - ULM ALL CL-101 53 1"=60' N/A ENLARGED LANDSCAPE PLAN ENLARGED LANDSCAPE SHEET2 LEGEND AND NOTES1 0 SCALE: 1"=50' (Horiz.) 100'50'50' DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL MA T C H L I N E SEE SHEET CL-104 MATCHLINE SE E S H E E T C L - 1 0 2 I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C L - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 7 : 2 9 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCM POND 5 SCM POND 6 3 9 38 39 3 9 40 40 39 39 39 39 38 3839 3 9 3 9 40 39 38 37 36 25 30 26 27 28 29 31 32 33 34 25 27 36 39 38 37 36 RO A D M (5 0 ' P R I V A T E R / W ) RO A D N (5 0 ' P R I V A T E R / W ) RO A D P (5 0 ' P R I V A T E R / W ) 334 335 336 337 338 339 340 341 342 343 344 345 346 347 348 349 350 351 352 353 354 355 356 357 358 359 360 361 362 363 364 365 366 367 368 369 370 371 372 373 374375376377378379380381382383 384 385 386 387 388 389 390 391 392 393 394 395 396 397 398 399 400 401 402 403 404 405 406 407 408 409 410 411 412 413 414 415 ROAD P (50' PRIVATE R/W) 12 - ULM ALL 10 x 70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) 22 - QUE VIR 10' NON-MUNICIPAL EASEMENT 39 - QUE PHE VEGETATIVE SHELF PLANTING, SEE DETAIL 4/CL501 (TYP.) VEGETATIVE SHELF PLANTING, SEE DETAIL 4/CL501 (TYP.) TREES BOTANICAL / COMMON NAME QUERCUS PHELLOS WILLOW OAK QUERCUS VIRGINIANA SOUTHERN LIVE OAK ULMUS PARVIFOLIA `ALLEE` ALLEE LACEBARK ELM GROUND COVERS BOTANICAL / COMMON NAME VEGETATIVE SHELF PLANTING PLANT SCHEDULE NOTES: -ALL STREET TREES LOCATED ON PRIVATE PROPERTY -ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70' SIGHT DISTANCE TRIANGLE CL-102 54 1"=60' N/A ENLARGED LANDSCAPE PLAN ENLARGED LANDSCAPE SHEET2 LEGEND AND NOTES1 0 SCALE: 1"=50' (Horiz.) 100'50'50' DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL SE E S H E E T C L - 1 0 1 MA T C H L I N E SEE SHEET CL-103 MATCHLINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C L - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 7 : 3 9 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 TREES BOTANICAL / COMMON NAME QUERCUS PHELLOS WILLOW OAK QUERCUS VIRGINIANA SOUTHERN LIVE OAK ULMUS PARVIFOLIA `ALLEE` ALLEE LACEBARK ELM GROUND COVERS BOTANICAL / COMMON NAME VEGETATIVE SHELF PLANTING PLANT SCHEDULE NOTES: -ALL STREET TREES LOCATED ON PRIVATE PROPERTY -ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70' SIGHT DISTANCE TRIANGLESCM POND 7 40 39 39 39 39 4 0 40 4 0 4 0 40 40 4040 40 4 0 3 8 38 38 38 39 39 3 9 39 3 9 40 37 3839 29 27 ROAD L (50' PRIVATE R/W) ROAD N (50' PRIVATE R/W) ROAD O (50' PRIVATE R/W) RO A D N (5 0 ' P R I V A T E R / W ) 342 343 344 345 346 347 348 408 409 410 411 412 413 414 415 416417418419420421422423424425426427428429430 431 432 433 434 435 436 437 438 439 440 441 442 443 444 445 446447448449450451452453454455456457458459460 476 477 478 479 480 PUMP STATION 32 - ULM ALL 14 - QUE VIR 10 x 70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) 2 - QUE PHE 30 - QUE VIR 7 - QUE VIR 32 - QUE PHE 10' NON-MUNICIPAL EASEMENT 10 x 70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) PHASE LINE VEGETATIVE SHELF PLANTING, SEE DETAIL 4/CL501 (TYP.) CL-103 55 1"=60' N/A ENLARGED LANDSCAPE PLAN ENLARGED LANDSCAPE SHEET2 LEGEND AND NOTES1 0 SCALE: 1"=50' (Horiz.) 100'50'50' DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL SE E S H E E T C L - 1 0 4 MA T C H L I N E SEE SHEET CL-105 MATCHLINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C L - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 7 : 4 9 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 TREES BOTANICAL / COMMON NAME QUERCUS PHELLOS WILLOW OAK QUERCUS VIRGINIANA SOUTHERN LIVE OAK ULMUS PARVIFOLIA `ALLEE` ALLEE LACEBARK ELM GROUND COVERS BOTANICAL / COMMON NAME VEGETATIVE SHELF PLANTING PLANT SCHEDULE NOTES: -ALL STREET TREES LOCATED ON PRIVATE PROPERTY -ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70' SIGHT DISTANCE TRIANGLE SCM POND 8 3 9 3 9 3 9 39 38 38 40 39 39 39 39 3 7 3 7 3 2 37 38 39 37 31 35 31 32 33 34 36 37 38 39 3 9 R O A D J ( 5 0 ' P R I V A T E R / W ) R O A D K ( 5 0 ' P R I V A T E R / W ) RO A D L (5 0 ' P R I V A T E R / W ) 259 260 261 262 263 264 265 266 267 268 269 270 271 272 273 274 275 276 277 278 279 280 281 282 283 284 285 286 287 288 461 462 463 464 465 466 467 468 4 - QUE PHE 12 - QUE PHE STREET TREES TO BE INSTALLED DURING PHASE 2 CONSTRUCTION (TYP.) 24 - QUE VIR PHASE LINE STREET TREES TO BE INSTALLED DURING PHASE 1 CONSTRUCTION (TYP.) CL-104 56 1"=60' N/A ENLARGED LANDSCAPE PLAN LEGEND AND NOTES1 0 SCALE: 1"=50' (Horiz.) 100'50'50' ENLARGED LANDSCAPE SHEET2 LEGEND AND NOTES1 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL S E E S H E E T C L - 1 0 5 M A T C H L I N E SE E S H E E T C L - 1 0 3 MA T C H L I N E I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C L - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 7 : 5 9 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 TREES BOTANICAL / COMMON NAME QUERCUS PHELLOS WILLOW OAK QUERCUS VIRGINIANA SOUTHERN LIVE OAK ULMUS PARVIFOLIA `ALLEE` ALLEE LACEBARK ELM GROUND COVERS BOTANICAL / COMMON NAME VEGETATIVE SHELF PLANTING PLANT SCHEDULE NOTES: -ALL STREET TREES LOCATED ON PRIVATE PROPERTY -ALL STREET TREES LOCATED OUTSIDE NCDOT 10'x70' SIGHT DISTANCE TRIANGLE AMENITY POND 9 SCM POND 8 40 40 4 0 3 7 3 7 3 2 37 38 39 37 31 35 31 32 33 34 36 37 38 39 3 9 35 3436373839 40 3839 29 R O A D M (5 0 ' P R I V A T E R / W ) 463 464 465 466 467 468 469 470 471 472 473 474 475 476 477 478 479 100' R/ W ( P U B L I C ) SIDBUR Y R O A D - S R 1 3 3 6 14 - QUE VIR 14 - QUE VIR 10 x 70 NCDOT SIGHT DISTANCE TRIANGLE (TYP.) PHASE LINE CL-105 57 1"=60' N/A ENLARGED LANDSCAPE PLAN ENLARGED LANDSCAPE SHEET2 LEGEND AND NOTES1 0 SCALE: 1"=50' (Horiz.) 100'50'50' DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL 0 SCALE: 1"=50' (Horiz.) 100'50'50' MATCHLINE S E E S H E E T C L - 1 0 4 M A T C H L I N E SEE SHEET CL-103 MATCHLINE I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C L - 1 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 8 : 0 8 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCALE: NTSSTANDARD DRIVEWAY DETAIL1 SCALE: NTSHANDICAP ACCESSIBILTY RAMP2 CS-501 58 N/A N/A SITE DETAILS 30' 5' SECTION A-A 5' A A CONTROL JOINT 4" 1/2" SECTION B-B SCORE 1/4" 1" B B NOTES: 1.JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS. 2.SANITARY SEWER CLEAN-OUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE LOCATED OUTSIDE SIDEWALK WHERE FEASIBLE. 3.MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF CURB. 4.CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY APRON) SHALL BE CLASS "A" - 3,000 PSI. 5.MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL 6.4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS 7.MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12" 8.MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1 9.MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAX CROSS SLOPE IS 2%. MAX LONGITUDINAL SLOPE IS 8.3%, 10% IF LIMITED BY EXISTING CONDITIONS, OR NO GREATER THAN THE SLOPE OF THE EXISTING ADJACENT ROAD. FILLED EXPANSION JOINT FILLED EXPANSION JOINT FILLED EXPANSION JOINT A B 4'- 0 " M I N . A A B BW A B W 6" SEE PLAN 12:1 MAX. RAMP 3" GRASS STRIP SIDEWALK (5' STD.) 6'-0"6'-0" CURB TRANSITION 4'-0" MIN.CURB TRANSITION SIDEWALK ELEVATION VARIABLE SLOPE NOT TO EXCEED 12:1 (8.33%) GUTTER TOP OF CURB NOTE: EXPANSION JOINT SIDEWALK EXPANSION JOINT EXPANSION JOINT SIDEWALK 5' 0.0' 5.8' 5.8' 5.0'* 6' 0.0' 6.8' 6.8' 6.0'** 7' 0.0' 7.8' 7.3' 6.5'** 8' 0.0' 8.8' 7.3' 6.5'** 5' 2.0' 7.8' 7.8' 5.0' 5' 2.5' 8.3' 8.1' 4.8' 5' 3.0' 8.8' 8.3' 4.4' 5' 3.5' 9.3' 8.4' 4.1' 5' 4.0' 9.8' 8.6' 3.8' 5' 4.5' 10.3' 8.7' 3.4' 5' 5.0' 10.8' 8.9' 3.1' W A W+A+9"X B B = X-(A+9") B = DISTANCE FROM FRONT EDGE OF SIDEWALK TO BACK POINT OF 12:1 (8.33%) SLOPE. BACK OF SIDEWALK DROP REQUIRED FOR ALL SIDEWALK SLOPES. BACK OF SIDEWALK DROP REQUIRED FOR SIDEWALK SLOPES 0.04. * ** SECTION B-B SECTION A-A ISOMETRIC VIEW PLAN VIEW PRO P O S E D SIDE W A L K (5' S T D . ) NOT LESS THAN 2' OF FULL HEIGHT CURB BETWEEN RAMPS DEPRESSED CURB & GUTTER 0.02(MIN.) 0.08(MAX.) 0.04(NORM.) 0.01(MIN.) 0.04(MAX.) 0.02(NORM.) A PORTION OF ONE OR BOTH RAMPS MAY EXTEND OUTSIDE THE CURB RETURN. THIS PORTION OF RAMP MUST FALL WITHIN CROSSWALK LIMITS. PRIVATE DRIVE SIDEWALK SECTION DRIVEWAY APRON CURB PLAZAPLAZA SIDEWALK OR SIDEWALK AREA EXPANSION JOINT 1/2" EXPANSION JOINT 1/2" CURB RETURN 5' (1.5m) MIN. RESIDENTIAL 13' (4.0m) MIN. OTHER PAVEMENT PLAN EXPANSION JOINT 1/2" 6" 1'-6"3'-0"5'-0"0'-2" VARIABLE FINISH PLAZA GRADE 1/4 PER 1'-0" 1/4 PER 1'-0" EXPANSION JOINT 0'-6" 0'-6"1'-6"0'-2" 12'-0' MINIMUM 6" CONCRETE 3' - 0 " R A A B B SECTION A-A SECTION B-B R I G H T T U R N OUT R I G H T T U RN IN 1" DEEP SCORED LINE EXPANSION JOINT 1/2" 24" TYPE A CURB & GUTTER 12'-18' SCALE: NTSVALLEY SPILL CURB3 SCALE: NTSTYPICAL PAVEMENT SECTION5 SCALE: NTSSIDEWALK DETAIL6 SCALE: NTSHEAVY DUTY CONCRETE SECTION7 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL NOT TO SCALE 4" MIN. COMPACTED BACKFILL 6" ABC STONE 1 1/2" SF-9.5B 1" SF-9.5A NOTE: ALL ROADWAYS SHALL BE UNDERCUT TO A MINIMUM OF 18" BELOW THE FINISHED GRADE TO ENSURE ADEQUATE STABILITY. 18" RADIUS10 " 3/ 4 " 25" RADIUS 2'-0" 6 1/2" 7" PAVEMENT UNDER VALLEY GUTTER ABC STONE 10 " 2'-0" VALLEY GUTTER 2'-0"UNDER VALLEY GUTTER ABC STONE 10 " 6" 18" RADIUS 25" RADIUS PAVEMENT 7 3/8" .02 FT/FT NOTE: PAVEMENT SHALL BE CONSTRUCTED OF 4,000 PSI CONCRETE. REINFORCEMENT SHALL BE WELDED WIRE FABRIC SPACED 6" O.C. BOTH DIRECTIONS, AS INDICATED BELOW. SURFACE FINISHES AND JOINTS SHALL BE AS INDICATED IN SPECIFICATIONS. 2" 12" COMPACTED, NON-RUTTING SUBGRADE, COMPACTED 98% OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 4" COMPACTED CABC 6" 4,000 PSI @ 28 DAYS CONCRETE MESH - 6X6 W1.4/W1.4 SCALE: NTSVALLEY STANDARD CURB4 I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C S 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 8 : 1 6 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCALE: NTSTEMPORARY SILT FENCE1 SCALE: NTSTEMPORARY CONSTRUCTION ENTRANCE2 SCALE: NTSSILT FENCE OUTLET3SCALE: NTSTREE PROTECTION SIGNAGE5 SCALE: NTSGENERAL NOTES8 SCALE: NTSTEMPORARY INLET PROTECTION4 SCALE: NTSSEEDING AND STABILIZATION7 CE-501 59 N/A N/A EROSION CONTROL DETAILS SILT FENCE 2' MIN 1' - 6" 1' - 6" MIN. SILT FENCE 3' MAX.1'1 2 FL O W TOP VIEW FRONT VIEW NOTE STRUCTURAL STONE SHALL BE (CLASS "B") STONE FOR EROSION CONTROL PURPOSES. SEDIMENT CONTROL STONE SHALL BE NO. 5 OR NO. 57 STONE. SEDIMENT CONTROL STONE STRUCTURAL STONE SILT FENCE SHALL REMAIN IN PLACE AND BE FOLDED OVER TO ACCOMMODATE OUTLET. SILT FENCE POST 12'- 0 " MIN . 6" PUB L I C R O A D 2"-3" COARSE AGGREGATE OR #4 STONE 50 ' M I N L E N G T H M A Y B E M O D I F I E D T O A C C O M M O D A T E B U I L D I N G P A D W I T H A P P R O V A L B Y N E W H A N O V E R C O U N T Y E N G I N E E R I N G D E P T . BOTTOM STRAND MIN. #14 GUAGE TOP STRAND MIN. #14 GUAGE 8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE MI N . 2 ' - 0 " GROUND LINE 2' - 0 " STEEL POST FIL L S L O P E MA X . 2 ' - 0 " STAY AND LINE WIRES MIN. #14 GUAGE MI N . 2 ' - 0 " 4" X 8" TRENCH LINED W/ 12" OF FABRIC AND COMPACTED FILL ON TOP NOTES: 1. WIRE FENCE (IF USED) SHALL BE MINUMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6-INCHES. 2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFINS OR POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355. 3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY. 6' MAX. STD. STRENGTH FABRIC W/O WIRE FENCE TEMPORARY SEEDING GRASS TYPE AMOUNT/ 1000 S.F.TIME OF SEEDING INITIAL RYE GRAIN 1-2 LBS.APRIL - JUNE 25 LBS. 10-10-10 BROWNTOP MILLET 1-2 LBS JUNE - AUGUST 25 LBS 10-10-10 PERMANENT SEEDING GRASS TYPE AMOUNT/ 1000 S.F.TIME OF SEEDING INITIAL BERMUDA, COMMON 1-2 LBS.APRIL - JUNE 25 LBS. 10-10-10 FESCUE, TALL (KENTUCKY 31)5-7 LBS JUNE - AUGUST FEB. - OCT.25 LBS 10-10-10 SERICEA LESPEDEZA (SLOPES 1-2 LBS MARCH - APRIL 25 LBS 10-10-10 NOTE (G.S. 113A-57 (2)) THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER T HAN 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. TREE PROTECTION NOTES: 1.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS OF DISTURBANCE SHOWN ON THE PLANS. [18-457(b)] 2.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT. [18-458] 3.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. [18-457(d)] 4.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS. [18-458] 5.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED. [18-458] 6.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD [18-456(c)] AND ANY TREES IN ANY REQUIRED BUFFERS [18-456(b)] ARE REQUIRED TO BE RETAINED. SEEDBED PREPARATION: 1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL 3 INCHES DEEP OVER ADVERSE SOIL CONDITIONS, IF AVAILABLE. 2.RIP THE ENTRANCE AREA TO 6 INCHES DEPTH. 3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVING SURFACE REASONABLY SMOOTH AND UNIFORM. 4.APPLY AGRICULTURAL LIME, FERTILIZER, AND SUPERPHOSPHATE UNIFORMLY AND MIX WITH SOIL (SEE BELOW*). 5.CONTINUE TILLAGE UNTIL A WELL - PULVERIZED, FIRM, REASONABLY UNIFORM SEEDBED IS PREPARED 4 TO 6 INCHES DEEP. 6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITH SEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING. 7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH. 8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS OR RESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULD BE OVER 60% DAMAGED, REESTABLISH FOLLOWING ORIGINAL LIME, FERTILIZER AND SEEDING RATES. 9.CONSULT CONSERVATION INSPECTOR ON MAINTENANCE TREATMENT AND FERTILIZATION AFTER PERMANENT COVER IS ESTABLISHED. 10.APPLY: AGRICULTURAL LIMESTONE - 2 TONS/ACRE FERTILIZER - 1000 LBS/ACRE (10-10-10) SUPERPHOSPHATE - 500 LBS/ACRE (20%) MULCH - 2 TONS/ACRE (SMALL GRAIN STRAW) ANCHOR - ASPHALT EMULSION AT 450 GAL/ACRE NOTE: THE CRITICAL ROOT ZONE (CRZ) OF A TREE IS WHERE THE MAJORITY OF A TREE'S ROOTS LAY. 85% OF MOST TREE ROOTS ARE FOUND IN THE TOP 24" OF THE SOIL AND SUPPLY THE MAJORITY OF NUTRIENTS AND WATER. GENERALLY, ROOTS SPREAD OUT 2-3X THE HEIGHT OF THE TREE. ORANGE SAFETY FENCE OR ORANGE SILT FENCE (TYPICAL) CRZ NOTES: 1. PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER SHALL MAINTAINED UNTIL CONSTRUCTION IS COMPLETE. 2.CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH). 3.IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR LOGGING MATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN THIS ZONE. 4. WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH AS A REINFORCED SIDEWALK, SHALL BE IMPLEMENTED AS NECESSARY. 5. FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK UNDER TREES. NO MATERIALS OR EQUIPMENT SHALL BE STORED BENEATH TREES. DAMAGING THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED. CONTRACTOR SHALL REPAIR DAMAGE TO TREES. 6. FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP WORK ORDER AND FINE OF $500/DAY. DISTURBANCE OTHER THAN THAT ALLOWED ON THE APPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR 3 YRS FOR TREE MITIGATION. 3' MIN DBH NOTE: CROWN OF THE TREE IS NEEDED FOR LEAF GROWTH TO PRODUCE OXYGEN, FILTER THE AIR, REDUCE WIND AND SOFTEN NOISE. DO NOT DISFIGURE CROWN WITH INTENSIVE PRUNING. 8' MAX STEEL POST FRONT VIEW SIDE VIEW 2' - 0 " 3' - 0 " 26 " WARNING SIGN DETAIL 18" VARIABLE AS DIRECTED BY THE ENGINEER 8' MAX. GRADE TREE PROTECTION AREA DO NOT ENTER ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) ORANGE, UV RESISTANT HIGH - TENSILE STRENGTH POLY BARRICADE FABRIC (TYPICAL) WARNING SIGN PLASTIC OR WIRE TIES NOTES: 1. THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE DURATION OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF. 2. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS TO BE 3" HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED. 3. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE PROTECTION AREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS THAN TWO SIGNS PER PROTECTION AREA. 4. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTION FENCE AND SIGNS THROUGHOUT DURATION OF PROJECT. 5. TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION. 6. ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON ACTUAL FIELD CONDITIONS. WARNING SIGN ZONA PROTECTORA PARA LOS ARBOLES PROHIBIDO ENTRAR TREE PROTECTION AREA DO NOT ENTER ZONA PROTECTORA PARA LOS ARBOLES PROHIBIDO ENTRAR GROUND STABILIZATION CRITERIA SITE AREA DESCRIPTION STABILIZATION TIMEFRAME STABILIZATION TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES 7 DAYS NONE HIGH QUALITY WATER ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10 FT OR LESS IN IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 TO 4:1 14 DAYS - 7 DAYS FOR SLOPES GREATER THAN 50 FT IN LENGTH AND WITH SLOPES STEEPER THAN 4:1 - 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND HQW ZONES - 10 DAYS FOR FALLS LAKE WATERSHED AREAS WITH SLOPES FLATTER THAN 4:1 14 DAYS - 7 DAYS FOR PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND HQW ZONES - 10 DAYS FOR FALLS LAKE WATERSHED UNLESS THERE IS ZERO SLOPE NOTES: 1. DRIVE 5-FOOT STEEL POSTS (1.25 lb/lf steel) 2 FEET INTO THE GROUND SURROUNDING THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE INLET, A MAXIMUM OF 4 FEET APART. 2. SURROUND THE POSTS WITH AT LEAST 19-GAUGE HARDWARE CLOTH WITH A 1/4-INCH MESH OPENING. SECURE THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND BOTTOM FOR A MIN. 2 FEET ABOVE THE GROUND. PLACING A 2-FOOT FLAP OF THE WIRE MESH UNDER THE GRAVEL FOR ANCHORING AND REMOVAL IS RECOMMENDED. 3. UNIFORMLY GRADE A SHALLOW DEPRESSION APPROACHING THE INLET. THE TOP ELEVATION OF THE STRUCTURE MUST BE AT LEAST 12-INCHES LOWER THAN THE SURROUNDING GROUND ELEVATION DOWNSLOPE FROM THE INLET TO ENSURE THAT STORM FLOWS GET INTO THE INTENDED INLET; UNLESS OTHER SEDIMENT-CONTROL DEVICES ARE INSTALLED TO PREVENT OFF-SITE SEDIMENT-RUNOFF. ALTERNATE MEASURE: THE USE OF A PYRAMID SHAPED STEEL STRUCTURE OR PID CAN BE USED AS AN ALTERNATE MEASURE DEVICE. CONTACT TRIANGLE STORMWATER SOLUTIONS OR OTHER MANUFACTURERS. STEEL POSTS 2 FT IN GROUND. 19-GAUGE & 0.25" MESH OPENING HARDWARE CLOTH EXTENDS MIN. 2 FT ABOVE GROUND. NCDOT #5 OR #57 WASHED STONE PLACED TO A HEIGHT OF 16" MINIMUM ABOVE TOP OF BOX @ 2:1 SLOPE. MAX. 4-FT SCALE: NTSTEMPORARY TREE PROTECTION6 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 8 : 2 2 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 CE-502 60 N/A N/A EROSION CONTROL DETAILS SCALE: NTSTEMPORARY DIVERSION DTICH1 SCALE: NTSCHECK DAM / WATTLES2 OUTLET BARREL (SEE PLANS FOR MATERIAL) BAFFLES (3) INLET ZONE: 25% FIRST CELL: 25% SECOND CELL: 25% OUTLET ZONE: 25% 6" MIN INVERT ELEVATION SKIMMER (SEE DETAIL) 3:1 SLOPES CMP RISER STAKE - WITH MARKER AT SEDIMENT CLEAN OUT DEPTH WATER LEVEL DURING STORM TOP OF DAM (8' MIN WIDTH) EMERGENCY SPILLWAY SEDIMENT STORAGE NOTES 1.BAFFLE MATERIAL SHALL BE MATERIALS SUCH AS 700 G/M COIR EROSION BLANKET, COIR MESH, OR TREE PROTECTION FENCE FOLDED OVER TO REDUCE PORE SIZE. 2.THE BAFFLE MATERIAL NEEDS TO BE SECURED AT THE BOTTOM AND SIDES USING STAPLES OR BY TRENCHING AS FOR SILT FENCE. NOTES (CONT'D) 3.LOCATE THE EMERGENCY SPILLWAY ON NATURAL SOILS. AVOID PLACING IT THROUGH FILL MATERIAL WHEREVER POSSIBLE. 4.ALL RUNOFF MUST DISCHARGE TO THE INLET SIDE OF THE BASIN. DISCHARGE RUNOFF INTO THE BASIN IN A MANNER THAT MINIMIZES EROSION. 3:1 SLOPES CONCRETE BASE EARTH DAM SCALE: NTSSKIMMER SEDIMENT BASIN4 SCALE: NTSFAIRCLOTH SKIMMER5 A A PLAN PIPE OUTLET TO FLAT AREA NO WELL-DEFINED CHANNEL 3d d La t oo NCDOT CLASS B (d50=8") EROSION CONTROL STONE ON A LAYER OF 4" NCDOT #5 OR #57 STONE NON-WOVEN FILTER FABRIC NOTES: 1. IN A WELL-DEFINED CHANNEL EXTEND THE APRON UP THE CHANNEL BANKS TO AN ELEVATION OF 6" ABOVE THE MAXIMUM TAILWATER DEPTH OR TO THE TOP OF THE BANK, WHICHEVER IS LESS. SIDE SLOPES 2:1 SLOPE (MAX) POSITIVE GRADE 1.0% MAX. FILL SLOPE UPSLOPE TOE PLAN VIEW CROSS SECTION 18"GRADE WIDTH 2' MIN2:1 MAX #57 STONE CHECK DAM 6" TOP WIDTH, 12" TALL SIDE SLOPES 2:1 - STABILIZE DIVERSION DITCH WITH TEMPORARY SEEDING AND EROSION CONTROL NETTING 2' MIN COMPACTED SEDIMENT LADEN WATER FLOW NOTES: 1. USE MINIMUM 18" DIA. EXCELSIOR WATTLE. 2. USE 2"x2" WOODEN STAKES 2-FT IN LENGTH ON THE UPSLOPE AND DOWNSLOPE AT AN ANGLE TO WEDGE THE WATTLE TO THE BOTTOM OF THE SWALE. 3. STAPLE EVERY 1 LF ON BOTH SIDES OF THE WATTLE TO SECURE IT TO THE BOTTOM OF THE SWALE. 2' UPSLOPE & DOWNSLOPE STAKES, TYP. SECURE WATTLE WITH UPSLOPE AND DOWNSLOPE STAKES AND STAPLES. MIN. 10 LF EXCELSIOR MATTING 2' MIN. ON UPSLOPE AND 8' MIN. ON DOWNSLOPE #57 STONE CHECK DAM 6" TOP WIDTH, 12" TALL SIDE SLOPES 2:1 SCALE: NTSRIPRAP OUTLET PROTECTION3 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 8 : 2 7 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 CE-503 61 N/A N/A EROSION CONTROL DETAILS SCALE: NTSNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING1 SCALE: NTSNCG01 GROUND STABLIZATION AND MATERIALS HANDLING2 SCALE: NTSDITCH PLUG4 NOTES: 1.BUILD RIDGE HIGHER THAN DESIGN AND COMPACT WITH WHEELS OF CONSTRUCTION EQUIPMENT. COMPACTED RIDGE MUST BE AT OR ABOVE DESIGN GRADE AT ALL POINTS. 2.LEAVE SUFFICIENT AREA TO PERMIT CLEAN OUT AND REGRADING. 3.CONSTRUCT SILT FENCE ON DOWNSTREAM SIDE OF BERM. TEMP. EARTHEN BERM 2' MIN. TOP AREA 10% T.O.B. EXISTING DITCH 3:1 M A X I M U M 3 : 1 M A X I M U M SETTLEMENT 2' ABOVE SILT FENCE SCALE: NTSPERMANENT DIVERSION DITCH3 SIDE SLOPES 3:1 SLOPES POSITIVE GRADE 1.0% MAX. FILL SLOPE UPSLOPE TOE PLAN VIEW CROSS SECTION 18"GRADE WIDTH 3' 3:1 #57 STONE CHECK DAM 6" TOP WIDTH, 12" TALL SIDE SLOPES 2:1 - STABILIZE DIVERSION DITCH WITH TEMPORARY SEEDING AND EROSION CONTROL NETTING 2' MIN COMPACTED SEDIMENT LADEN WATER FLOW #57 STONE CHECK DAM 6" TOP WIDTH, 12" TALL SIDE SLOPES 2:1 SILT FENCE LOCATED ON LOT LINE (SHOWN OFFSET FOR CLARITY) ROADWAY TEMP. LOT CONSTRUCTION ENTRANCE PROPERTY LINE/ LIMITS OF DISTURBANCE NEW HOME UNDER CONSTRUCTION SILT FENCE ALONG BACK OF CURB NOTES: 1.SEE EROSION CONTROL DETAILS FOR SPECIFIC INSTALLATION REQUIREMENTS. 2.INDIVIDUAL PROPERTY OWNERS SHALL FOLLOW THESE PLAN DURING LOT CONSTRUCTION OR PROVIDE AN INDIVIDUAL PLAN TO NEW HANOVER COUNTY ENGINEERING DEPARTMENT. 3.EROSION CONTROL SHALL BE INSTALLED BY LOT OWNER PRIOR TO CONSTRUCTION AND MAINTAINED UNTIL FINAL STABILIZATION HAS OCCURRED. 4.IF MULTIPLE ADJACENT LOTS ARE BEING CONSTRUCTED AT THE SAME TIME, THE LOD AND SF CAN BE EXTENDED AROUND THE BLOCK OF HOMES IN A CONTINUOUS MANNER. RIGHT-OF-WAY INLET PROTECTION (AS APPLICABLE) SHEET FLOW AWAY FROM HOME CONSTRUCTION AREA (TYPICAL) PAINT WASHDOWN AREA ON EACH LOT SHEET FLOW AWAY FROM HOME CONSTRUCTION AREA (TYPICAL) SCALE: NTSTYPICAL SINGLE FAMILY LOT EROSION CONTROL5 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C E 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 8 : 3 3 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCALE: NTSCONCRETE CATCH BASIN 12" THRU 54" PIPE (SHEET 1 OF 2) 1 SCALE: NTSCONCRETE CATCH BASIN 12" THRU 54" PIPE ( SHEET 2 OF 2)2 CG-501 62 N/A N/A STORM DRAIN DETIALS SCALE: NTSFRAME, GRATES, AND HOOD FOR USE ON STANDARD CATCH BASIN (SHEET 2 OF 2)4 SCALE: NTSCONCRETE DROP INLET 12" THRU 30" PIPE5SCALE: NTSANCHORAGE FOR FRAMES 8 SCALE: NTSTRAFFIC BEARING PRECAST DRAINAGE STRUCTURE9 SCALE: NTSDROP INLET FRAME AND GRATES6 SCALE: NTSFRAME, GRATES AND HOOD FOR USE ON STANDARD CATCH BASIN (SHEET 1 OF 2)3 SCALE: NTSFRAMES AND WIDE SLOT SAG GRATES7 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C G 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 8 : 4 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCALE: NTSPRECAST MANHOLE 4', 5', AND 6' DIAMETER1 SCALE: NTSMANHOLE FRAME AND COVER2 CG-502 63 N/A N/A STORM DRAIN DETAILS SCALE: NTSPAVEMENT MARKINGS, LINE TYPES AND OFFSETS (SHEET 1 OF 2)4 SCALE: NTSCONCRETE MOUNTABLE MEDIAN 5SCALE: NTSSTANDARD PIPE TRENCH DETAIL8 SCALE: NTSGUIDELINES FOR BEDDING STORM SEWER CLASS C9 SCALE: NTSPAVEMENT MARKINGS, LINE TYPES AND OFFSETS (SHEET 2 OF 2)6 SCALE: NTSDRAINAGE STRUCTURE STEPS3 SCALE: NTSASPHALT TO COCNRETE TRANSITION7 ASPHALT TO CONCRETE TRANSITION MIN. 6"6" PAVEMENT DETAIL COMPACTED SUBGRADE TO 95% STANDARD PROCTOR AGGREGATE COURSE BASE CONCRETE SEE ASPHALT PAVEMENT DETAIL SEE CONCRETE 12" NOT TO SCALE MESH-REINFORCED PREPARED SUBGRADE 6" 4,000 PSI CONCRETE 6" COMPACTED ABC PAVEMENT SHALL BE CONSTRUCTED OF 4,000 PSI CONCRETE. REINFORCEMENT SHALL BE WELDED WIRE FABRIC SPACED 6" O. C. BOTH DIRECTIONS, AS INDICATED BELOW. SURFACE FINISHES AND JOINTS SHALL BE AS INDICATED IN SPECIFICATIONS. NOT TO SCALE MESH-REINFORCED 2" STORM DRAINAGE NOTES: 1.ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 2.ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED ON THE PLANS. 3.DO NOT PLANT TREES WITHIN UTILITY AND DRAINAGE EASEMENTS. 4.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). 5.THE CONTRACTOR SHALL CONTACT ONECALL BEFORE COMMENCING ANY WORK. THE CONTRACTOR SHALL VERIFY THE LOCATION OF ALL UNDERGROUND UTILITIES WHETHER INDICATED ON THE DRAWINGS OR NOT. THE CONTRACTOR WILL ASSURE THE PRESENCE ONSITE OF A REPRESENTATIVE OF THE GAS COMPANY WHEN WORKING IN THE VICINITY OF ANY GAS MAINS. 12 " VA R I A B L E 6" PI P E W I D T H PIPE WIDTH +24" TRENCH BOTTOM COMPACTED BACKFILL TO 90% MODIFIED PROCTOR EXISTING GROUND COMPACTED BACKFILL TO 95% MODIFIED PROCTOR IF UNDER PAVEMENT SLOPE WALLS TO ANGLE OF REPOSE OF SOIL COMPACTED PIPE EMBEDMENT TO 90% MODIFIED PROCTOR COMPACTED GRANULAR MATERIAL IF REQUIRED BY THE ENGINEER STORMWATER PIPE BEDDING PER STANDARD DETAIL SD 2-17 WATER & SEWER PIPE BEDDING PER CFPUA DETAILS & SPECIFICATIONS PIPE ·EXCAVATION FOR STORM DRAINAGE PIPE SHALL BE TO THE LINES AND GRADES AS SHOWN ON THE PLANS. ·THE BEDDING SHALL BE SHAPED IN ACCORDANCE WITH CLASS “C” BEDDING AS SHOWN ON CITY STANDARD DETAIL SD 2-17. ·THE BEDDING SHALL PROVIDE A FIRM FOUNDATION OF UNIFORM DENSITY ALONG THE ENTIRE LENGTH OF PIPE. RECESSES SHALL BE MADE TO ACCOMMODATE BELLS AND JOINTS. ·WHERE UNSTABLE SOILS ARE ENCOUNTERED AS DETERMINED BY GEOTECHNICAL ENGINEER, A MINIMUM 4-INCH THICK BEDDING OF STONE SHALL BE PLACED, SEE FIGURE 2, SD 2-17. ·THE STONE SHALL BE UNIFORMLY GRADED FROM 3/4 INCH TO NO. 4 IN ACCORDANCE WITH ASTM C-33. CARE SHALL BE TAKEN TO PREVENT UNDERCUTTING IN SUITABLE SOIL. ·AREAS UNDERCUT SHALL BE FILLED WITH SUITABLE SOIL AND COMPACTED TO 95% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D 1557 STANDARD TEST METHOD. 6" M I N . W WBc W WBc 0.5Bc MIN. COMPACTED BACKFILL 0.5Bc MIN. FIG. 1 CLASS - C SHAPED BOTTOM FIG. 2 CLASS - C SHAPED BOTTOM LOAD FACTOR 1.5 LOAD FACTOR 1.5 W=12" Bc=PIPE I.D.BEDDING STONE Bc/4 BUT NOT LESS THAN 4" LIGHTLY COMPACTED BACKFILL HAND SHAPED FROM ANGULAR BEDDING MATERIAL HAND SHAPED FROM FIRM UNDISTURBED SOIL 6" M I N . CONCRETE PAVEMENT SECTION DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C G 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 8 : 5 3 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 STRUCTURE TABLE STRUCTURE NAME Structure - (71) Structure - (72) Structure - (74) Structure - (78) Structure - (79) Structure - (81) Structure - (82) Structure - (83) Structure - (84) Structure - (86) Structure - (87) Structure - (88) Structure - (89) Structure - (90) Structure - (91) Structure - (92) Structure - (93) Structure - (94) Structure - (95) Structure - (96) Structure - (183) Structure - (191) Structure - (192) Structure - (193) Structure - (194) Structure - (197) DETAILS RIM = 38.97 INV OUT = 35.17 RIM = 39.15 INV IN = 35.05 INV IN = 35.05 RIM = 39.31 INV IN = 34.50 INV OUT = 34.50 RIM = 40.18 INV OUT = 36.05 RIM = 40.18 INV IN = 35.92 INV OUT = 35.92 RIM = 39.23 INV IN = 35.15 INV OUT = 35.15 RIM = 39.33 INV IN = 34.86 INV IN = 34.85 INV OUT = 34.85 RIM = 39.91 INV IN = 34.05 INV IN = 35.16 INV OUT = 34.05 RIM = 39.41 INV IN = 32.28 INV IN = 32.28 INV IN = 33.35 INV OUT = 32.28 RIM = 39.77 INV OUT = 33.91 INV OUT = 33.91 RIM = 38.95 INV OUT = 35.25 RIM = 38.95 INV IN = 34.99 INV IN = 30.34 INV IN = 30.34 INV OUT = 30.34 RIM = 40.00 INV IN = 33.15 INV OUT = 33.15 RIM = 38.97 INV OUT = 35.17 RIM = 38.97 INV IN = 35.04 INV OUT = 35.04 RIM = 39.39 INV IN = 33.55 INV IN = 35.55 INV OUT = 33.55 RIM = 39.30 INV IN = 32.69 INV IN = 32.69 RIM = 39.90 INV OUT = 35.99 RIM = 39.86 INV IN = 35.87 INV OUT = 35.87 RIM = 40.08 INV IN = 35.62 INV OUT = 35.62 RIM = 35.92 RIM = 39.72 INV IN = 34.51 INV OUT = 34.51 RIM = 39.18 INV IN = 33.69 INV IN = 35.31 INV OUT = 33.69 RIM = 38.74 INV IN = 32.86 INV IN = 34.77 INV OUT = 32.86 RIM = 39.82 INV IN = 31.33 INV OUT = 31.33 RIM = 39.33 INV OUT = 35.18 INV OUT = 35.18 STRUCTURE TABLE STRUCTURE NAME Structure - (198) Structure - (199) Structure - (228) Structure - (229) Structure - (230) Structure - (231) Structure - (232) Structure - (233) Structure - (237) Structure - (242) Structure - (243) Structure - (256) Structure - (257) Structure - (258) Structure - (275) Structure - (276) Structure - (278) Structure - (279) Structure - (289) Structure - (290) Structure - (291) Structure - (292) Structure - (293) DETAILS RIM = 39.17 INV OUT = 35.57 RIM = 38.73 INV OUT = 35.03 RIM = 39.25 INV IN = 35.27 INV OUT = 35.27 RIM = 39.87 INV OUT = 35.87 RIM = 39.31 INV OUT = 32.56 INV OUT = 32.56 RIM = 39.38 INV OUT = 35.81 RIM = 38.73 INV IN = 34.42 INV IN = 34.42 INV OUT = 34.42 RIM = 38.74 INV OUT = 35.04 RIM = 39.05 INV IN = 32.18 INV OUT = 32.18 RIM = 39.31 INV IN = 35.31 RIM = 39.53 INV IN = 35.52 INV OUT = 35.52 RIM = 0.00 RIM = 40.50 INV IN = 31.56 INV OUT = 31.56 RIM = 36.74 INV IN = 31.19 INV OUT = 31.19 RIM = 39.46 INV OUT = 35.46 RIM = 39.73 INV IN = 35.27 INV IN = 35.27 INV OUT = 35.27 RIM = 39.32 INV OUT = 33.55 RIM = 39.37 INV IN = 31.75 INV IN = 31.20 INV OUT = 31.75 RIM = 38.84 INV IN = 33.13 INV OUT = 33.13 RIM = 39.84 INV OUT = 34.11 RIM = 39.84 INV IN = 33.98 INV OUT = 33.98 RIM = 38.85 INV OUT = 34.85 RIM = 38.90 INV IN = 34.13 INV IN = 34.60 INV OUT = 34.13 STRUCTURE TABLE STRUCTURE NAME Structure - (51) Structure - (53) Structure - (54) Structure - (55) Structure - (56) Structure - (57) Structure - (58) Structure - (60) Structure - (62) Structure - (63) Structure - (69) Structure - (70) Structure - (134) Structure - (136) Structure - (138) Structure - (139) Structure - (141) Structure - (142) Structure - (144) Structure - (145) Structure - (146) Structure - (147) Structure - (148) Structure - (167) Structure - (181) Structure - (202) DETAILS RIM = 39.87 INV IN = 31.82 INV OUT = 31.82 INV OUT = 31.82 RIM = 37.95 INV IN = 28.26 INV IN = 28.26 INV IN = 33.66 INV OUT = 28.26 RIM = 38.46 INV IN = 27.53 INV IN = 27.84 INV IN = 33.88 INV OUT = 27.53 RIM = 42.32 INV IN = 26.83 INV OUT = 26.83 RIM = 32.14 INV IN = 26.56 RIM = 37.77 INV IN = 33.64 INV IN = 33.33 INV OUT = 33.33 RIM = 37.77 INV OUT = 33.88 RIM = 37.94 INV IN = 30.17 INV OUT = 30.17 INV OUT = 32.69 RIM = 37.71 INV OUT = 33.91 RIM = 38.12 INV IN = 33.67 INV IN = 33.12 INV OUT = 33.12 RIM = 38.72 INV IN = 34.01 INV IN = 34.47 INV OUT = 34.47 RIM = 38.72 INV OUT = 34.50 RIM = 37.84 INV OUT = 33.80 RIM = 37.84 INV IN = 33.56 INV OUT = 28.41 RIM = 38.30 INV IN = 32.62 INV IN = 34.18 INV OUT = 32.62 RIM = 38.18 INV OUT = 34.50 RIM = 38.05 INV IN = 33.11 RIM = 37.93 INV IN = 32.93 RIM = 37.81 INV IN = 30.11 INV OUT = 34.01 INV OUT = 30.11 RIM = 37.81 INV IN = 33.77 RIM = 38.46 INV OUT = 34.85 RIM = 38.07 INV IN = 28.60 INV IN = 33.85 INV OUT = 28.60 RIM = 37.90 INV OUT = 33.93 RIM = 37.70 INV IN = 30.70 INV IN = 33.76 INV OUT = 30.70 RIM = 38.89 INV IN = 29.28 INV IN = 29.28 INV OUT = 29.28 RIM = 38.74 INV IN = 33.20 INV IN = 33.52 INV OUT = 33.20 STRUCTURE TABLE STRUCTURE NAME Structure - (203) Structure - (204) Structure - (205) Structure - (206) Structure - (208) Structure - (209) Structure - (210) Structure - (212) Structure - (213) Structure - (215) Structure - (218) Structure - (219) Structure - (220) Structure - (221) Structure - (222) Structure - (223) Structure - (224) Structure - (225) Structure - (226) Structure - (227) Structure - (239) Structure - (240) Structure - (241) Structure - (261) Structure - (262) Structure - (263) DETAILS RIM = 38.24 INV IN = 32.73 INV OUT = 32.73 INV OUT = 33.96 RIM = 38.65 INV IN = 32.00 INV IN = 34.31 INV OUT = 31.29 INV OUT = 31.29 RIM = 38.76 INV IN = 33.05 INV OUT = 33.05 INV OUT = 34.51 RIM = 38.04 INV IN = 33.98 INV IN = 33.98 INV OUT = 33.98 RIM = 38.33 INV IN = 34.63 RIM = 38.75 INV IN = 34.75 RIM = 38.36 INV IN = 34.51 INV OUT = 34.51 RIM = 38.03 INV OUT = 34.33 RIM = 38.62 INV OUT = 34.55 RIM = 38.75 INV IN = 34.50 INV OUT = 34.50 RIM = 38.74 INV IN = 34.74 RIM = 37.76 INV OUT = 33.76 RIM = 38.06 INV IN = 31.36 INV OUT = 31.36 INV OUT = 32.87 RIM = 38.42 INV IN = 29.52 INV OUT = 29.52 RIM = 32.23 RIM = 37.75 INV OUT = 33.95 RIM = 37.75 INV IN = 33.83 INV OUT = 33.83 RIM = 37.87 INV OUT = 34.05 INV OUT = 34.05 RIM = 37.87 INV IN = 34.17 RIM = 37.88 INV OUT = 34.08 RIM = 38.16 INV OUT = 34.00 RIM = 39.30 INV IN = 33.76 INV OUT = 33.76 RIM = 38.87 INV IN = 34.03 RIM = 38.11 INV OUT = 34.11 RIM = 38.09 INV IN = 32.59 INV IN = 33.99 INV OUT = 32.59 RIM = 37.84 INV OUT = 34.04 STRUCTURE TABLE STRUCTURE NAME Structure - (264) Structure - (265) Structure - (266) Structure - (268) Structure - (271) Structure - (283) Structure - (284) Structure - (285) Structure - (286) Structure - (287) Structure - (308) Structure - (309) DETAILS RIM = 37.85 INV IN = 33.80 INV IN = 30.23 INV OUT = 30.23 RIM = 37.74 INV OUT = 33.94 RIM = 37.74 INV IN = 33.26 INV IN = 33.70 INV OUT = 33.26 RIM = 37.88 INV IN = 31.00 INV OUT = 31.00 RIM = 37.85 INV IN = 30.43 INV OUT = 30.43 RIM = 38.03 INV OUT = 34.08 RIM = 39.10 INV OUT = 33.39 RIM = 39.07 INV IN = 33.26 INV IN = 31.29 INV OUT = 33.26 RIM = 38.82 INV OUT = 35.02 RIM = 38.83 INV IN = 34.77 INV OUT = 34.77 RIM = 35.59 INV IN = 30.59 INV OUT = 30.59 RIM = 33.71 INV IN = 30.29 STRUCTURE TABLE STRUCTURE NAME Structure - (98) Structure - (101) Structure - (102) Structure - (103) Structure - (104) Structure - (105) Structure - (106) Structure - (107) Structure - (110) Structure - (111) Structure - (124) Structure - (125) Structure - (127) Structure - (128) Structure - (129) Structure - (130) Structure - (131) Structure - (132) Structure - (133) Structure - (169) Structure - (170) Structure - (171) Structure - (172) Structure - (173) Structure - (176) Structure - (179) Structure - (180) Structure - (234) DETAILS RIM = 40.08 INV OUT = 36.08 RIM = 39.69 INV IN = 32.70 INV IN = 35.43 INV OUT = 32.70 RIM = 38.67 INV IN = 31.63 INV IN = 34.36 INV OUT = 31.63 RIM = 38.82 INV IN = 31.40 INV IN = 31.40 INV OUT = 31.40 RIM = 38.78 INV IN = 31.24 INV IN = 34.48 INV OUT = 31.24 RIM = 39.18 INV IN = 29.67 INV IN = 29.67 INV IN = 34.93 INV OUT = 29.67 RIM = 36.13 INV IN = 28.88 INV OUT = 28.88 RIM = 33.02 INV IN = 28.52 RIM = 38.21 INV OUT = 34.20 RIM = 38.21 INV IN = 33.96 INV IN = 32.91 INV OUT = 32.91 RIM = 38.84 INV OUT = 34.71 RIM = 38.83 INV IN = 34.58 INV OUT = 34.58 RIM = 39.27 INV IN = 32.67 INV OUT = 32.67 RIM = 38.85 INV IN = 32.07 INV IN = 34.89 INV OUT = 32.07 RIM = 39.54 INV IN = 31.14 INV IN = 35.24 INV OUT = 31.14 RIM = 38.90 INV IN = 34.66 INV OUT = 34.66 RIM = 39.53 INV OUT = 35.50 RIM = 38.03 INV OUT = 34.82 RIM = 38.62 INV IN = 34.70 INV IN = 33.77 INV OUT = 33.77 RIM = 38.73 INV OUT = 34.73 RIM = 38.65 INV OUT = 34.65 RIM = 39.69 INV OUT = 35.69 RIM = 38.85 INV OUT = 35.15 RIM = 39.37 INV IN = 33.97 INV IN = 32.80 INV OUT = 32.80 RIM = 39.97 INV IN = 35.85 INV IN = 32.86 INV OUT = 32.86 RIM = 38.40 INV OUT = 34.40 RIM = 38.81 INV IN = 34.16 INV IN = 34.16 INV OUT = 34.16 RIM = 38.90 INV OUT = 34.90 STRUCTURE TABLE STRUCTURE NAME Structure - (235) Structure - (236) Structure - (259) Structure - (260) Structure - (267) Structure - (298) Structure - (299) Structure - (300) Structure - (301) Structure - (302) Structure - (303) DETAILS RIM = 38.78 INV OUT = 34.98 RIM = 38.78 INV IN = 34.86 INV OUT = 34.78 RIM = 37.92 INV OUT = 34.12 RIM = 37.92 INV IN = 34.00 INV OUT = 34.00 RIM = 39.19 INV OUT = 35.19 RIM = 38.83 INV OUT = 34.43 RIM = 38.78 INV IN = 33.57 INV IN = 34.31 INV OUT = 33.57 RIM = 38.41 INV OUT = 34.42 RIM = 38.40 INV IN = 34.18 INV IN = 34.18 INV OUT = 34.18 RIM = 38.34 INV OUT = 34.34 RIM = 38.34 INV IN = 33.51 INV IN = 34.10 INV OUT = 33.51 SCALE: NTSSTORM PIPE STRUCTURE AND PIPE TABLES1 CG-503 64 N/A N/A STORM DRAIN DETAILS ABBREVIATION KEY: CB - CATCH BASIN FES - FLARED END SECTION O - OUTLET OS - OUTLET STRUCTURE SDMH - STORM DRAIN MANHOLE DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C G 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 8 : 5 8 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 STORM DRAINAGE PIPE DATA TABLE FROM Structure - (293) Structure - (292) Structure - (291) Structure - (290) Structure - (289) Structure - (279) Structure - (278) Structure - (276) Structure - (275) Structure - (258) Structure - (257) Structure - (243) Structure - (237) Structure - (233) Structure - (232) Structure - (231) Structure - (230) Structure - (230) Structure - (229) Structure - (228) Structure - (199) Structure - (198) Structure - (197) Structure - (197) Structure - (194) Structure - (193) Structure - (192) Structure - (191) Structure - (96) Structure - (95) Structure - (94) Structure - (92) Structure - (91) Structure - (90) Structure - (89) Structure - (88) Structure - (87) Structure - (86) Structure - (86) Structure - (84) Structure - (83) Structure - (82) Structure - (81) Structure - (79) Structure - (78) Structure - (74) Structure - (71) TO Structure - (92) Structure - (293) Structure - (84) Structure - (291) Structure - (193) Structure - (88) Structure - (279) Structure - (82) Structure - (276) Structure - (258) Structure - (228) Structure - (194) Structure - (232) Structure - (293) Structure - (92) Structure - (93) Structure - (84) Structure - (96) Structure - (81) Structure - (193) Structure - (192) Structure - (242) Structure - (191) Structure - (88) Structure - (237) Structure - (289) Structure - (192) Structure - (83) Structure - (243) Structure - (95) Structure - (93) Structure - (232) Structure - (91) Structure - (279) Structure - (88) Structure - (89) Structure - (74) Structure - (257) Structure - (84) Structure - (83) Structure - (82) Structure - (276) Structure - (79) Structure - (72) Structure - (72) LENGTH 116.71' 25.06' 126.60' 26.47' 54.91' 122.95' 27.26' 84.74' 25.98' 42.70' 73.31' 49.30' 169.61' 26.39' 58.02' 26.36' 26.33' 55.78' 24.71' 24.53' 26.24' 26.40' 26.22' 134.44' 197.27' 136.46' 111.44' 163.74' 46.30' 70.07' 24.47' 171.43' 123.03' 26.22' 95.62' 57.01' 26.29' 54.39' 117.33' 143.98' 333.98' 160.30' 48.59' 129.55' 26.88' 109.52' 24.28' SIZE 30" 18" 18" 18" 24" 36" 18" 30" 18" 42" 42" 18" 36" 18" 24" 18" 42" 42" 18" 24" 18" 18" 18" 24" 36" 36" 24" 24" 24" 18" 18" 42" 24" 18" 36" 48" 18" 36" 24" 48" 36" 30" 24" 18" 18" 24" 18" PIPE TYPE Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe SLOPE 0.50% 1.00% 0.50% 0.50% 0.50% 1.14% 8.62% 0.50% 0.73% 0.50% 0.50% 0.50% 0.50% 2.35% 0.50% 1.00% -0.50% 0.50% 1.00% 0.50% 1.00% 1.00% -0.50% 0.50% 0.50% 0.50% 0.50% 0.50% 1.00% 0.50% 0.50% 0.50% 0.50% 0.50% 1.47% 0.50% 1.00% 1.40% -0.50% 0.50% 0.53% 0.50% 0.60% 0.50% 0.50% -0.50% 0.50% UPSTREAM INVERT 34.13 34.85 33.98 34.11 33.13 31.75 33.55 35.27 35.46 31.19 31.56 35.52 32.18 35.04 34.42 35.81 32.56 32.56 35.87 35.27 35.03 35.57 35.18 35.18 31.33 32.86 33.69 34.51 35.62 35.87 35.99 33.55 35.04 35.17 33.15 30.34 35.25 33.91 33.91 32.28 34.05 34.85 35.15 35.92 36.05 34.50 35.17 DOWNSTREAM INVERT 33.55 34.60 33.35 33.98 32.86 30.34 31.20 34.85 35.27 30.98 31.19 35.27 31.33 34.42 34.13 35.55 32.69 32.28 35.62 35.15 34.77 35.31 35.31 34.51 30.34 32.18 33.13 33.69 35.16 35.52 35.87 32.69 34.42 35.04 31.75 30.05 34.99 33.15 34.50 31.56 32.28 34.05 34.86 35.27 35.92 35.05 35.05 STORM DRAINAGE PIPE DATA TABLE FROM Structure - (308) Structure - (287) Structure - (286) Structure - (285) Structure - (284) Structure - (283) Structure - (271) Structure - (268) Structure - (266) Structure - (265) Structure - (264) Structure - (263) Structure - (262) Structure - (261) Structure - (240) Structure - (239) Structure - (227) Structure - (225) Structure - (225) Structure - (224) Structure - (223) Structure - (221) Structure - (220) Structure - (220) Structure - (219) Structure - (215) Structure - (213) Structure - (212) Structure - (210) Structure - (206) Structure - (205) Structure - (205) Structure - (204) Structure - (204) Structure - (203) Structure - (203) Structure - (202) Structure - (181) Structure - (167) Structure - (148) Structure - (147) Structure - (146) Structure - (144) Structure - (144) Structure - (139) Structure - (138) Structure - (136) Structure - (134) Structure - (70) Structure - (69) Structure - (63) Structure - (62) Structure - (60) Structure - (60) Structure - (58) TO Structure - (309) Structure - (69) Structure - (287) Structure - (51) Structure - (285) Structure - (147) Structure - (60) Structure - (167) Structure - (63) Structure - (266) Structure - (144) Structure - (264) Structure - (204) Structure - (262) Structure - (202) Structure - (240) Structure - (167) Structure - (57) Structure - (226) Structure - (266) Structure - (224) Structure - (181) Structure - (141) Structure - (268) Structure - (202) Structure - (218) Structure - (204) Structure - (206) Structure - (208) Structure - (210) Structure - (209) Structure - (206) Structure - (308) Structure - (205) Structure - (215) Structure - (262) Structure - (203) Structure - (54) Structure - (271) Structure - (53) Structure - (53) Structure - (54) Structure - (221) Structure - (145) Structure - (138) Structure - (220) Structure - (53) Structure - (136) Structure - (69) Structure - (285) Structure - (264) Structure - (63) Structure - (142) Structure - (181) Structure - (57) LENGTH 60.22' 59.41' 24.61' 143.90' 24.21' 23.34' 52.71' 60.09' 28.14' 24.26' 24.71' 24.38' 118.85' 23.93' 112.18' 24.32' 31.81' 143.98' 24.28' 113.05' 24.34' 47.80' 24.26' 72.15' 24.31' 24.26' 24.46' 24.26' 24.23' 105.16' 24.24' 186.19' 140.08' 336.95' 54.22' 28.90' 94.77' 287.90' 54.33' 27.44' 68.30' 24.30' 118.47' 24.30' 32.47' 252.01' 29.89' 24.33' 24.34' 121.18' 368.71' 24.28' 24.24' 178.22' 24.36' SIZE 36" 18" 18" 24" 18" 18" 48" 48" 24" 18" 36" 18" 36" 18" 18" 18" 18" 18" 18" 24" 18" 42" 18" 42" 18" 18" 18" 18" 18" 18" 18" 30" 36" 36" 18" 36" 24" 48" 48" 18" 30" 18" 42" 18" 18" 36" 48" 18" 18" 24" 36" 18" 18" 48" 18" PIPE TYPE Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe SLOPE 0.50% 0.50% 1.00% 1.00% 8.68% 1.00% 0.50% 0.50% 0.50% 1.00% 0.50% 1.00% 0.50% 0.50% 0.50% 1.00% 1.00% 0.50% -0.50% 0.50% 0.50% 0.50% -1.00% 0.50% 1.00% -1.00% 0.99% 1.44% -0.50% -0.50% -1.00% -0.50% 0.50% -0.52% -1.00% 0.50% 0.50% 0.50% 0.50% 1.00% 0.50% 4.01% 0.50% 1.00% 1.00% 0.50% 0.50% 1.00% 2.00% 1.00% 0.78% 1.00% -1.00% 0.50% 1.00% UPSTREAM INVERT 30.59 34.77 35.02 33.26 33.39 34.08 30.43 31.00 33.26 33.94 30.23 34.04 32.59 34.11 33.76 34.00 34.08 34.05 34.05 33.83 33.95 29.52 32.87 31.36 33.76 34.50 34.55 34.33 34.51 33.98 34.51 33.05 31.29 31.29 33.96 32.73 33.20 29.28 30.70 33.93 28.60 34.85 30.11 34.01 34.50 32.62 28.41 33.80 34.50 34.47 33.12 33.91 32.69 30.17 33.88 DOWNSTREAM INVERT 30.29 34.47 34.77 31.82 31.29 33.85 30.17 30.70 33.12 33.70 30.11 33.80 32.00 33.99 33.20 33.76 33.76 33.33 34.17 33.26 33.83 29.28 33.11 31.00 33.52 34.74 34.31 33.98 34.63 34.51 34.75 33.98 30.59 33.05 34.50 32.59 32.73 27.84 30.43 33.66 28.26 33.88 29.52 33.77 34.18 31.36 28.26 33.56 34.01 33.26 30.23 33.67 32.93 29.28 33.64 STORM DRAINAGE PIPE DATA TABLE FROM Structure - (57) Structure - (55) Structure - (54) Structure - (53) Structure - (51) Structure - (51) TO Structure - (138) Structure - (56) Structure - (55) Structure - (54) Structure - (241) Structure - (147) LENGTH 141.86' 54.43' 140.07' 145.31' 220.71' 241.54' SIZE 30" 60" 60" 48" 18" 30" PIPE TYPE Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe SLOPE 0.50% 0.50% 0.50% 0.50% -1.00% 1.33% UPSTREAM INVERT 33.33 26.83 27.53 28.26 31.82 31.82 DOWNSTREAM INVERT 32.62 26.56 26.83 27.53 34.03 28.60 STORM DRAINAGE PIPE DATA TABLE FROM Structure - (303) Structure - (302) Structure - (301) Structure - (300) Structure - (299) Structure - (298) Structure - (267) Structure - (260) Structure - (259) Structure - (236) Structure - (235) Structure - (234) Structure - (180) Structure - (179) Structure - (176) Structure - (173) Structure - (172) Structure - (171) Structure - (170) Structure - (169) Structure - (133) Structure - (132) Structure - (131) Structure - (130) Structure - (129) Structure - (128) Structure - (127) Structure - (125) Structure - (124) Structure - (111) Structure - (110) Structure - (106) Structure - (105) Structure - (104) Structure - (103) Structure - (102) Structure - (101) Structure - (98) TO Structure - (111) Structure - (303) Structure - (180) Structure - (301) Structure - (176) Structure - (299) Structure - (105) Structure - (133) Structure - (260) Structure - (301) Structure - (236) Structure - (130) Structure - (299) Structure - (180) Structure - (101) Structure - (127) Structure - (128) Structure - (101) Structure - (102) Structure - (104) Structure - (173) Structure - (133) Structure - (129) Structure - (303) Structure - (105) Structure - (129) Structure - (128) Structure - (173) Structure - (125) Structure - (103) Structure - (111) Structure - (107) Structure - (106) Structure - (105) Structure - (104) Structure - (103) Structure - (102) Structure - (176) LENGTH 60.91' 24.27' 3.60' 24.47' 141.87' 24.43' 26.19' 46.73' 24.25' 119.32' 24.06' 24.32' 117.30' 24.36' 31.89' 25.93' 26.27' 26.31' 28.71' 25.27' 193.80' 24.36' 26.34' 114.50' 294.18' 186.13' 121.00' 121.74' 26.47' 79.02' 24.30' 71.36' 158.73' 116.64' 31.09' 45.62' 213.08' 45.28' SIZE 24" 18" 18" 18" 30" 18" 18" 18" 18" 18" 18" 18" 30" 18" 42" 24" 18" 18" 15" 18" 24" 18" 18" 24" 36" 36" 36" 24" 18" 30" 18" 54" 54" 48" 48" 48" 42" 24" PIPE TYPE Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe Concrete Pipe SLOPE 1.00% 1.00% 0.50% 1.00% 0.50% 0.50% 1.00% 0.50% 0.50% 0.50% 0.50% 1.00% 0.50% 1.00% 0.50% 0.50% 1.00% 1.00% 1.00% 1.00% 0.50% 0.50% 1.00% 1.00% 0.50% 0.50% 0.50% 0.50% 0.50% 1.91% 1.00% 0.50% 0.50% 1.35% 0.50% 0.50% 0.50% 0.50% UPSTREAM INVERT 33.51 34.34 34.18 34.42 33.57 34.43 35.19 34.00 34.12 34.78 34.98 34.90 34.16 34.40 32.86 32.80 35.15 35.69 34.65 34.73 33.77 34.82 35.50 34.66 31.14 32.07 32.67 34.58 34.71 32.91 34.20 28.88 29.67 31.24 31.40 31.63 32.70 36.08 DOWNSTREAM INVERT 32.91 34.10 34.16 34.18 32.86 34.31 34.93 33.77 34.00 34.18 34.86 34.66 33.57 34.16 32.70 32.67 34.89 35.43 34.36 34.48 32.80 34.70 35.24 33.51 29.67 31.14 32.07 33.97 34.58 31.40 33.96 28.52 28.88 29.67 31.24 31.40 31.63 35.85 SCALE: NTSSTORM PIPE STRUCTURE AND PIPE TABLES1 CG-504 65 1"=50' 1"=5' STORM DRAIN DETAILS ABBREVIATION KEY: CB - CATCH BASIN FES - FLARED END SECTION O - OUTLET OS - OUTLET STRUCTURE SDMH - STORM DRAIN MANHOLE DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C G 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 9 : 0 3 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCALE: NTSPIPE CASING SUPPORT DETAIL1 SCALE: NTSPIPE EMBEDMENT TYPES2 SCALE: NTSTYPICAL BORING & JACK DETAIL3 SCALE: NTSC.O.W. TYPICAL ROAD REBUILD6 SCALE: NTSTRACER WIRE DETAIL5 SCALE: NTSC.O.W. PAVEMENT REPAIRS - UTILITY CUTS8 SCALE: NTSNCDOT-PAVEMENT REPAIR4 SCALE: NTSVALVE DETAIL7 CU-501 66 N/A N/A UTILITY DETAILS DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 9 : 1 2 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 CU-502 67 N/A N/A UTILITY DETAILS SCALE: NTSTAPPING SLEEVE AND VALVE ASSEMBLY (4"-24")1 SCALE: NTSPRESSURE MAIN DITCH AND STORM DRAIN DITCH CROSSING - DIP2 SCALE: NTSPRESSURE MAIN AND STORM DRAIN CROSSING - HDPE3 SCALE: NTSSTANDARD NOTES6 SCALE: NTSTHRUST BLOCK5 SCALE: NTSSTRUCTURAL BRIDGING OVER WATER & SEWER PIPELINES4 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 9 : 1 8 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCALE: NTSPRECAST CONCRETE MANHOLE SECTION - ECCENTRIC CONE1 SCALE: NTSPRECAST CONCRETE MANHOLE SECTION-FLAT TOP (DEPTH 4" OR LESS)2 SCALE: NTSDROP MANHOLE SECTION3 SCALE: NTSDROP MANHOLE FLOOR PLAN AND STRAP DETAIL6 SCALE: NTSMANHOLE FLOOR PLAN5 SCALE: NTSAIR/VACUUM AND AIR RELEASE COMBINATION VALVE PLAN8 SCALE: NTSSTANDARD VENT MANHOLE SECTION4 SCALE: NTSAIR/VACUUM AIR RELEASE COMBINATION VALVE SECTION7 CU-503 68 N/A N/A UTILITY DETAILS DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 9 : 2 3 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCALE: NTSSEWER SERVICE CONNECTION - SHORT-SIDE1 SCALE: NTSSEWER SERVICE CONNECTION - LONG-SIDE2 SCALE: NTSSEWER SERVICE CONNECTION- MAIN TO LATERAL (< 8' DEEP)3 SCALE: NTSFORCE MAIN CONNECTION - PRIVATE TO PUBLIC6 SCALE: NTSSEWER SERVICE CONNECTION - TYPICAL CLEAN-OUT5 SCALE: NTSSEWER SERVICE CONNECTION - MAIN TO LATERAL (> 8' DEEP)4 SCALE: NTSMANHOLE RIM ADJUSTMENTS7 CU-504 69 N/A N/A UTILITY DETAILS DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 9 : 2 8 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCALE: NTSSINGLE WATER SERVICE CONNECTION - TYPICAL SHORT-SIDE1 SCALE: NTSSINGLE WATER SERVICE CONNECTION - LONG-SIDE2 SCALE: NTSCOMMERCIAL WATER SERVICE - 1 1/2 OR 2-INCH METERS3 SCALE: NTS2-INCH BLOW-OFF6 SCALE: NTSDOUBLE WATER SERVICE - DOMESTIC AND IRRIGATION SPLIT5 SCALE: NTSFIRE HYDRANT ASSEMBLY8 SCALE: NTSCOMMERCAIL WATER SERVICE - 3-INCH AND LARGER METERS4 SCALE: NTSSAMPLING STATION7 CU-505 70 N/A N/A UTILITY DETAILS DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 9 : 3 3 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 SCALE: NTSREDUCED PRESSIRE PRINCIPLE ASSEMBLY1 SCALE: NTSDOUBLE CHECK VALVE ASSEMBLY2 SCALE: NTSFIBREGLASS GREASE INTERCEPTOR3 SCALE: NTSFIRE SERVICE REDUCED PRESSURE DETECTOR ASSEMBLY6 SCALE: NTSFIRE SERVICE DOUBLE CHECK DETECTOR ASSEMBLY5 SCALE: NTSCONCRETE GREASE INTERCEPTOR4 CU-506 71 N/A N/A UTILITY DETAILS DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C U 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 4 9 : 3 7 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 A.ALL EXISTING VEGETATION THAT IS USED TO MEET LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY ON A CONTINUING BASIS. ANY PLANTED MATERIAL WHICH BECOMES DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE OWNER WITHIN 60 DAYS OF THE OCCURRENCE OF SUCH CONDITION. IF, IN THE OPINION OF THE ZONING ADMINISTRATOR THERE ARE SEASONAL CONDITIONS WHICH WILL NOT PERMIT THE TIMELY REPLACEMENT OF THE VEGETATION (E.G. TOO HOT OR TOO COOL FOR SUCCESSFUL REPLANTING) THIS REQUIREMENT MAY BE ADMINISTRATIVELY WAIVED UNTIL A TIME CERTAIN WHEN THE REPLANTING WOULD BE SUCCESSFUL. B.VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLANS AND IN THE PLANT LIST SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION. C.ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS, CONFORM TO REQUIREMENTS OF PLANT LIST AND TO THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARD OF NURSERY STOCK" AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS. D.LANDSCAPE MATERIAL PLACED IN PREPARED HOLES SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKING DAY. E.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. F.ALL PREPARED GROUND COVER AND ANNUAL BED INSTALLATIONS SHALL BE PROPERLY SOAKED AND MULCHED PRIOR TO THE END OF THE DAY. G.LANDSCAPE ARCHITECT SHALL APPROVE ANY ON-SITE PLANT STORAGE AREA FOR ACCESSIBILITY, SHADE CONDITIONS, HEALING-IN MULCH MATERIAL AND TEMPORARY WATERING METHODS. H.ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PARTS OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACK FILLING. I.ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED WITH SMOOTH, CONTINUOUS CURVES. J.ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND WIDTHS AS ILLUSTRATED IN PLANTING DETAILS. K.TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING AND STAKES AFTER THE FIRST FULL GROWING SEASON OR ONE YEAR, WHICH EVER COMES FIRST. L.CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO PLANTING. M. ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO GENERAL CONTRACTOR PRIOR TO BACKFILLING. N.ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND SHALL BE MULCHED AS SPECIFIED. O.ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE CURRENT MUNICIPAL AUTHORITIES STANDARD SPECIFICATIONS AND DETAILS. P.ALL LANDSCAPE AREAS THAT ARE NOT PLANTED AND MULCHED OR PAVED SHALL BE SEEDED OR SODDED. Q.FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO REMOVAL OF DEAD & DAMAGED WOOD. R.TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO CLEARING, GRADING AND CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY RELATED PERMITS. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. S.MULCH LINE TO BE CONSTRUCTED OF SMOOTH CONTINUOUS CURVES. CLEAR OUT FIRST 5' FROM DEBRIS AND UNDERBRUSH AT AREAS OF EXISTING VEGETATION TO REMAIN. T.ALL TREES NOT WITHIN A PLANT BED TO BE TREATED WITH A 6' DIAMETER MULCH RING TYPICAL, UNLESS OTHERWISE INDICATED ON THE PLANTING PLANS. U.ALL TREES TO HAVE A MINIMUM 2" CALIPER AT THE TIME OF PLANTING, UNLESS OTHERWISE INDICATED IN THE PLANTING SPECIFICATION. CALIPER TO BE MEASURED 48" ABOVE THE ROOT BALL. V.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS OR AS OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. W.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR APPROVAL BY LANDSCAPE ARCHITECT. X.AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE RE-ESTABLISHED TO PRE-DISTURBANCE CONDITION AT NO ADDITIONAL COST TO THE OWNER. Y.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS. Z.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TO INSTALLATION. STAKING PLAN 2 TO 3 TIMES THE ROOT BALL DIAMETER 6" GENERAL NOTES: A.TREE TO BE STRAIGHTENED PRIOR TO BACKFILL AND GUYING B.SCARIFY BOTTOM AND SIDES OF PLANT PIT. C.STAKE AND GUY TREES 3" CALIPER OR GREATER, OR TREES IN WINDING LOCATIONS AS DIRECTED BY LANDSCAPE ARCHITECT. D.DO NOT WRAP TREE TRUNK. E.MARK NORTH SIDE OF TREE AT NURSERY AND PLANT WITH MARKING FACING NORTH. F.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, PACK SOIL AROUND BASE OF ROOTBALL TO STABILIZE, INSTALL REMAINDER IN 9" LAYERS, HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER 2"4" 120° NATIVE SUBGRADE 4" DEEP SHOVEL DUG "V" TRENCH, SEE LANDSCAPE PLAN FOR LOCATIONS "ARBORTIE" HEAVY DUTY TREE GUY STRAPPING, COLOR TO BE GREEN, 900LB BREAK STRENGTH, SLACK STRAP LIGHTLY TO ALLOW SLIGHT MOVEMENT IN TREE TREE AS SPECIFIED PER LANDSCAPE PLAN(S) MULCH AS SPECIFIED, KEEP 6" AWAY FROM TREE TRUNK LOOP STRAPPING JUST ABOVE FIRST LIMB AND AROUND CENTRAL LEADER, REFER TO MANUFACTURER'S RECOMMENDATION FOR TYING METHOD PULL BACK TOP 14 OF BURLAP, TWINE TIES AND WIRE BASKET, LEAVE REMAINDER AROUND ROOT BALL FINISH GRADE 2" X 2" X 30" UNTREATED LUMBER STAKES (TYP.), (3) TOTAL EQUALLY SPACED AROUND TREE, INSTALL OUTSIDE OF ROOTBALL AND BACKFILLED SOIL MIXTUREBALLED AND BURLAP ROOT BALL TOPSOIL ROOT FLARE TO BE SET 2" ABOVE EXISTING GRADE PREVAILING WINDS STAKE TRUNK COMPACTED NATIVE SOIL PEDESTAL SECTION NATIVE SOIL, TILL SOIL TO A 6" MIN. DEPTH TREES BOTANICAL NAME COMMON NAME SIZE CALIPER HEIGHT QTY REMARKS QUERCUS PHELLOS WILLOW OAK B & B 2" CAL.12`-14` HT.89 SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED QUERCUS VIRGINIANA SOUTHERN LIVE OAK B & B 2" CAL.12`-14` HT.132 SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED ULMUS PARVIFOLIA `ALLEE`ALLEE LACEBARK ELM B & B 2" CAL.12`-14` HT.66 SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED GROUND COVERS BOTANICAL NAME COMMON NAME SIZE SPACING QTY VEGETATIVE SHELF PLANTING ---34,841 SF SEE VEGETATIVE SHELF PLANTING DETAILS PLANT SCHEDULE 2 - RHY WHI34 - LOB SIP11 - EUP FIS 12 - RHY WHI 4 - LOB SIP 480'-0" 3' - 0 " 3' - 0 " 6' - 0 " EUP FIS EUPATORIADELPHUS FISTULOSUS JOE PYE WEED 1 GAL. 18"-24" HT. 30" O.C. 8 LOB SIP LOBELIA SIPHILITICA GREAT LOBELIA 5" DEEP PLUG 12"-18" HT. 18" O.C. 38 RHY WHI RHYNCHOSPORA COLORATA STARRUSH WHITETOP 4" POT 12"-18" HT. 36" O.C. 14 TYPICAL PLANTING SCHEDULE PER 40' LF GROUND COVERS CODE BOTANICAL NAME COMMON NAME SIZE SPACING QTY CYN DAC CYNODON DACTYLON BERMUDA GRASS SEED 3 LBS / 1000 SF SEE PLAN SUBMERSIBLE CODE BOTANICAL NAME COMMON NAME SIZE HEIGHT SPACING QTY STORM WATER POND POND UP SLOPE VA R I E S , SE E PL A N MAINTENANCE BENCH TYPICAL PLANTING PLAN CYN-DAC PERMANENT POOL ELEVATION SCALE: NTSTYPICAL TREE PLANTING2 SCALE: NTSGENERAL LANDSCAPE NOTES3 SCALE: NTSPLANT SCHEDULE1 CL-501 72 LANDSCAPE DETAILS -- -- DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL SCALE: NTSVEGETATIVE SHELF PLANTING DETIAL4 I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C L - 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 5 0 : 0 1 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 R O A D M (5 0 ' P R I V A T E R / W ) R O A D X ( 5 0 ' P R I V A T E R / W ) CN-501 73 1"=30' N/A SCM 5 DETAILS 0 SCALE 1" = 30' 60'30'30' FOREBAY AND STORAGE POND SECTION FOREBAY MAIN BAY STORM ELEVATIONS WET POND 1.5" DEPTH = 27.60' DESIGN STORM 1-YEAR = 28.76' 2-YEAR = 29.06' 10-YEAR = 29.67' 25-YEAR = 30.22' 50-YEAR = 30.75' 100-YEAR = 31.24' NOTE SEE PLAN/PROFILE SHEETS FOR STORM DRAINAGE INFORMATION. EMERGENCY SPILLWAY SECTION 3:1 SLOPE OUTLET STRUCTURE SEE DETAIL, THIS SHEET EMERGENCY SPILLWAY EL = 31.0' 3:1 SLOPE RIPRAP OUTLET PROTECTION SEE DETAIL, THIS SHEET TOP OF POND PLAN VIEW SECTION VIEW DRAINAGE EASEMENT 30' ACCESS EASEMENT DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C N - 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 5 0 : 2 5 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 6 4 4 4 6 4 4 5 RO A D M (5 0 ' P R I V A T E R / W ) RO A D P (5 0 ' P R I V A T E R / W ) CN-502 74 1"=30' N/A SCM 6 DETAILS 0 SCALE 1" = 30' 60'30'30' FOREBAY AND STORAGE POND SECTION FOREBAY MAIN BAY STORM ELEVATIONS WET POND 1.5" DEPTH = 27.60' DESIGN STORM 1-YEAR = 28.76' 2-YEAR = 29.06' 10-YEAR = 29.67' 25-YEAR = 30.22' 50-YEAR = 30.75' 100-YEAR = 31.24' NOTE SEE PLAN/PROFILE SHEETS FOR STORM DRAINAGE INFORMATION. EMERGENCY SPILLWAY SECTION 3:1 SLOPE OUTLET STRUCTURE SEE DETAIL, THIS SHEET EMERGENCY SPILLWAY EL = 31.0' 3:1 SLOPE RIPRAP OUTLET PROTECTION SEE DETAIL, THIS SHEET TOP OF POND PLAN VIEW SECTION VIEW DRAINAGE EASEMENT 30' ACCESS EASEMENT DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C N - 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 5 0 : 2 8 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3 5 5 4 4 4 4 4 4 4 4 4 6 4 4 5 RO A D N (5 0 ' P R I V A T E R / W ) ROAD O (50' PRIVATE R/W) RO A D P (5 0 ' P R I V A T E R / W ) ROAD P (50' PRIVATE R/W) CN-503 75 1"=30' N/A SCM 7 DETAILS 0 SCALE 1" = 30' 60'30'30' FOREBAY AND STORAGE POND SECTION FOREBAY MAIN BAY STORM ELEVATIONS WET POND 1.5" DEPTH = 27.60' DESIGN STORM 1-YEAR = 28.76' 2-YEAR = 29.06' 10-YEAR = 29.67' 25-YEAR = 30.22' 50-YEAR = 30.75' 100-YEAR = 31.24' NOTE SEE PLAN/PROFILE SHEETS FOR STORM DRAINAGE INFORMATION. EMERGENCY SPILLWAY SECTION 3:1 SLOPE OUTLET STRUCTURE SEE DETAIL, THIS SHEET EMERGENCY SPILLWAY EL = 31.0' 3:1 SLOPE RIPRAP OUTLET PROTECTION SEE DETAIL, THIS SHEET TOP OF POND PLAN VIEW SECTION VIEW DRAINAGE EASEMENT 30' ACCESS EASEMENT DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: M&C FILE NUMBER DRAWING NUMBER REVISION SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 SIDBURY STATION - PHASE 2 NEW HANOVER COUNTY, NORTH CAROLINA 4245-0023 4/15/2022 GHS GHS RAM RAM 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 TRC SUBMITTAL I: \ 0 4 2 4 5 \ 0 0 2 3 \ E N G \ 8 0 - D r a w i n g s \ C N - 5 0 1 _ 0 4 2 4 5 0 0 2 3 . d w g , 5 / 2 / 2 0 2 2 7 : 5 0 : 3 3 P M , _ A u t o C A D P D F ( G e n e r a l D o c u m e n t a t i o n ) . p c 3