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Home My WebLink AboutSidbury 187 Casitas Amenity Site Plan(5 0 ' P R I V A T E R / W - P . U . E . ) PL PL PL PL PL PL PL PL PL PL PL PL PL G G G G G G G G G G G G W E T W E T WET WET WET WET WET WET WET WET WET WETWET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WET WE T WE T WE T WE T WE T WET WE T WE T WE T WE T RO A D S (5 0 ' P R I V A T E R / W ) RO A D B (5 0 ' P R I V A T E R / W ) RO A D S (5 0 ' P R I V A T E R / W ) ROAD B(50' PRIVATE R/W) ROAD B(50' PRIVATE R/W) 87 89 88 90 1 3 2 4 5 7 6 8 9 11 10 12 13 15 14 16 18 17 20 1922 21 23 24 25 27 26 28 4748 4950 32 31 30 29 33 34 37 38 39 41 40 42 43 44 45 46 116115114113112111110109108107106105104103102101 128127 142141138137134133 144143140139136135 130129 132131 122121 126125 124123 92918685 8483 9897 10099 9493 9695 7877 80797675 7473 7271 7069 8281 6463 6665 5251 5453 5655 5857 6059 35 36 118117 120119 6261 6867 SI D B U R Y 1 8 7 C A S I T A S - A M E N I T Y 08 / 0 7 / 2 0 2 5 SCALE: 1"=200'LOCATION MAP3PROJECT INFORMATION4 SCALE: NTSVICINITY MAP5 04 2 4 5 - 0 0 8 5 Certification of Submission A copy of this plat has been submitted. Approval is subject to Review; this does not constitute an approval. Pender County Utilities:____________________________________________Date:________________ Pender County Environmental Health:_______________________________Date:________________ Pender County Addressing Coordinator:_____________________________Date:________________ Pender County Fire Marshal:________________________________________Date:________________ Certification of Preliminary Plat Approval Preliminary Plat Approved by Pender County for a Period of two (2) years subject to the Pender County Unified Development Ordinance requirements and conditions of approval. Planning Staff:_____________________________________________________Date:_______________ SIDB U R Y R D . C R 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 SIDBU R Y R D . Know what's below. before you dig.Call R PROJECT DATA NAME OF PROJECT: SIDBURY 187 CASITAS - NEIGHBORHOOD AMENITY AREA NEW HANOVER COUNTY, NORTH CAROLINA OWNER: FORESTAR (USA) REAL ESTATE GROUP, LLC 363 WANDO PLACE DR. SUITE 201, MOUNT PLEASANT, SC, 29464 CONTACT: (843) 955-9161 DEVELOPER: DHIC, LLC 1341 HORTON CIRCLE CITY Arlington, TX 76011 PHONE: (910) 515-9561 CONTACT: CRAIG CADWALLER, CCIM PREPARED BY: MCKIM & CREED, INC 243 FRONT STREET WILMINGTON, NORTH CAROLINA 28403 PHONE: (910) 343-1048 PROJECT ENGINEER CONTACT: HASTINGS SARTIN, PE EMAIL: GSARTIN@MCKIMCREED.COM PROJECT LANDPLANNER CONTACT: TARA S. MURPHY, PLA, PMP EMAIL: TSCHWENZFEIER@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 SIDBU R Y R O A D (S.R . 1 3 3 6 ) 100' P U B L I C R I G H T O F W A Y Sheet List Table Sheet Number Sheet Title C1.0 COVER C1.1 GENERAL NOTES C3.11 AMENITY SITE PLAN - OVERALL C7.11 AMENITY GRADING & DRAINAGE PLAN -OVERALL C7.12 AMENITY GRADING & DRAINAGE PLAN - SPOT ELEVATIONS C8.11 AMENITY UTILITY PLAN - OVERALL C10.11 AMENITY LANDSCAPE PLAN - OVERALL C11.11 AMENITY SITE DETAILS C11.12 AMENITY SITE DETAILS C11.13 AMENITY SITE DETAILS C16.11 STORM WATER DETAILS C16.12 STORM WATER DETAILS C17.11 AMENITY LANDSCAPE DETAILS SITE SHEET INDEX2 INFORMATION/APPROVAL STAMPS1 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA 1.0 - COVER.DWG ---- 08/07/2025 18:09:50 8/12/2025 SCALE: NTSLEGEND AND NOTES1 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 8020 Tower Point Drive Phone: (704)841-2588, Fax: (704)841-2567 Charlotte, North Carolina 28227 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C1.1 NOTES.DWG ---- 08/07/2025 18:10:12 SIDBURY 187 CASITAS NEW HANOVER COUNTY, NC PRE L I M I N A R Y GENERAL NOTES C1.1 HSCALE N/A 0 04245-0085 90% SET 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 WITHIN 18" OF RIGHT OF WAY 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 RCP STORM OR RCP, UNLESS OTHERWISE NOTED 4.ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE CONTAINED WITHIN A PUBLIC DRAINAGE EASEMENT WHOSE WIDTH IS DETERMINED BY THE DEPTH OF BURY 5.ALL SANITARY SEWER LINES AND WATERLINES SHALL BE C-900 PVC, UNLESS OTHERWISE NOTED AND MEET CAPE FEAR PUBLIC UTILITY SPECIFICATIONS 6.A PUBLIC UTILITY EASEMENT SHALL BE RESERVED WITHIN THE STREET RIGHT-OF-WAY. A 10' NON-MUNICIPAL EASEMENT SHALL BE RESERVED ALONG BOTH SIDES OF ALL STREETS 7.WATER AND SANITARY SEWER UTILITIES WITHIN THE PUBLIC RIGHT-OF-WAY 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 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 18" OF RIGHT OF WAY. 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 18" 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 DANDY SACKS OF SEDIMENT AND THE MESH WIRE OF ANY DEBRIS Or OTHER OBJECTS TO PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. INLET PROTECTION SHOULD BE CLEANED OUT WHEN IT IS HALF FULL. 10.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE CONTRIBUTING DRAINAGE AREAS HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT. 11.INSPECT THE SKIMMER FOR CLOGGING. PULL THE SKIMMER TO THE SIDE OF THE BASIN AND REMOVE ANY DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER AND THE ARM OR BARREL PIPE FOR CLOGGING; IF CLOGGED, REMOVE THE DEBRIS. 12.INSPECT PERMANENT AND TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND APPROPRIATELY STABILIZE IT. 13.INSPECT WATTLES ONCE A WEEK AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. CORRECT ALL DAMAGE FROM SUBMERGENCE AND DEPOSITION ABOVE THE CHECK DAM / WADDLE AND EROSION FROM HIGH FLOWS AROUND EDGES OF DAM IMMEDIATELY.IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE CHANNEL PER NCDENR PRACTICE 6.31. REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO THE CHANNEL VEGETATION/LINING, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM / WADDLE. ADD STONES TO CHECK DAMS AND REPAIR/REPLACE WATTLES AS NEEDED TO MAINTAIN DESIGN HEIGHT AND CROSS SECTION. 14.INSPECT SILT FENCE ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT IMMEDIATELY. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER. 15.INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OF IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR OR REPLACE RIPRAP AS REQUIRED TO MAINTAIN EFFECTIVENESS. CONTROL WEED AND BRUSH GROWTH AS NEEDED. 16.IF PROPOSED STORMWATER CONTROL MEASURES ARE USED AS SEDIMENT BASINS DURING CONSTRUCTION, THEN PRIOR TO SCM CERTIFICATION THE CONTRACTOR SHALL CLEAN THE SEDIMENT FROM THE SCM, INSTALL FOREBAY BERM, INSTALL EMERGENCY OUTFALL MEASURES, AND GENERALLY BRING THE SCM INTO COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND NCDEQ RULES AND REGULATIONS. 17.INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIKE. CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO AVOID GULLY FORMATION. WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL SURFACE. 18.DITCHES BEHIND DITCH PLUGS ARE INTENDED TO BE BACKFILLED IMMEDIATELY UPON INSTALLATION AND PRIOR TO ANY RAIN EVENT. AFTER BACKFILL OF THE DITCH HAS OCCURRED, THIS AREA IS TO BE TREATED LIKE ANY OTHER DISTURBED AREA. IN THE EVENT IT DOES RAIN PRIOR TO BACKFILLING OF THE DITCHES, INSPECT THE DITCH PLUGS AND THE AREA ADJACENT TO THEM FOR ANY SIGNS OF EROSION. BACKFILL AND COMPACT ANY AREAS OF FAILURE IMMEDIATELY, REMOVE ANY SEDIMENTATION AND BACKFILL THE DITCHES ONCE THEY DRY. 19.SILT FENCE OUTLETS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACH RAIN EVENT. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. SHOULD THE STONE BECOME CLOGGED WITH SEDIMENT, IT SHALL BE CLEANED AND/OR REPACED PRIOR TO THE NEXT STORM EVENT. IF WASHOUT BETWEEN THE STONE AND SILT FENCE OCCURS, THE AREAS SHALL BE REPAIRED IMMEDIATELY. 20.NO CLASS IV SOILS ACCORDING TO NHC SOILS REPORT. 21.NO SPECIAL FLOOD HAZARD AREAS. 22.ALL COMMON AREAS ARE TO BE MAINTAINED BY HOME OWNER ASSOCIATION. 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 WITHOUT AN APPROVED 401/404 PERMIT. 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 (WITH THE EXCEPTION OF MAINS INSIDE EASEMENT). 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 THEY SHALL APPLY IN ADVANCE FOR THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX. 7.WATER: 1.5" AND 2" PVC SERVICES SHALL BE CONSTRUCTED USING ASTM D2241, IPS, GASKETED PIPE, SDR 21. 4"-12" PVC MAINS AND SERVICES SHALL BE CONSTRUCTED USING AWWA C-900 PVC, CL235 (DR-18). REQUIREMENTS OF AWWA C900 ELASOMERIC PUSH-ON JOINTS. 8.SANITARY SEWER: FOR PIPE SIZES 4" AND 6" PIPE SHALL BE SCH 40 CONFORMING TO THE REQUIREMENTS OF ASTM D1785 WITH SOLVENT WELD JOINTS CONFORMING TO ASTM D2672. FOR PIPE SIZES 8" THROUGH 12", PIPE SHALL BE CLASS 150, DR18 CONFORMING TO THE REQUIREMENTS OF AWWA C900 WITH ELASTOMERIC PUSH-ON JOINTS CONFORMING TO ASTM D3212 OR ASTM D3139. 9.WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY PUBLIC WATER SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY OF NCDENR. 10.WATERLINE TRACER WIRE: SEE CFPUA DETAIL WD-17. 11.SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER SERVICE TO WITHIN 5 FEET OF THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE ARCHITECTURAL BUILDING PLANS. 12.MAXIMUM BENDING RADIUS FOR 8" C-900 PVC WATER MAIN BENDS IS 380' (ONE-HALF MANUFACTURER'S RECOMMENDED ALLOWABLE LONGITUDINAL BENDING). 13.UNDERGROUND UTILITIES: ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE SUCH PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER. UNDERGROUND TERMINAL FACILITIES FOR STREET LIGHTING ALONG THE PUBLIC STREETS ABUTTING THE SUBJECT SITE SHALL BE INSTALLED BY THE DEVELOPER. 14.MINIMUM OF 36" COVERAGE ABOVE ALL WATERMAINS. 15.MINIMUM OF 36" VERTICAL SEPARATION BETWEEN WATERLINES AND STORMDRAIN CURB INLETS 16.A VARIANCE IS NOT ANTICIPATED FROM ANY NORTH CAROLINA DIVISION OF WATER QUALITY (DWQ) REQUIREMENT. 17.PLANS ARE IN COMPLIANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY TECHNICAL STANDARDS AND SPECIFICATIONS. 18.STREET LIGHT LOCATIONS TO BE DESIGNED BY DUKE ENERGY. RELATION OF WATER MAINS TO SANITARY SEWERS: 1.LATERAL SEPARATION OF SANITARY SEWERS AND WATER MAINS: WATER MAINS SHALL BE LAID AT LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE: 1.1.THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR 1.2.THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE THE TOP OF THE SEWER. 2.CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM OF THE WATER MAIN IS AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER MAIN. UNLESS LOCAL CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. 3.CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING. 4.CROSSING A SEWER MAIN/WATER MAIN OVER OR UNDER A STORM DRAIN: WHENEVER IT IS NECESSARY FOR A SEWER MAIN/WATER MAIN TO CROSS A STORM DRAIN PIPE, THE SEWER MAIN/WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER MAIN/WATER MAIN NEAREST TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 24 INCH CLEAR SEPARATION DISTANCE HORIZONTAL, OR THE SEWER MAIN/WATER MAIN SHALL EITHER BE CONSTRUCTED OF DUCTILE IRON PIPE OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE FOR AT LEAST 5 FEET ON EITHER SIDE OF THE CROSSING. CONSTRUCTION SEQUENCE: 1.OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY. LIMITS OF DISTURBANCE AND STAGE 1 EROSION CONTROL PLAN SHALL BE PER THE APPROVED SIDBURY 187 PROJECT. 2.HOLD A PRE-CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR. 3.WHILE MAINTAINING ALL PRE-ESTABLISHED STAGE 1 EROSION CONTROL MEASURES, BRING SITE TO FINAL PROPOSED GRADE. STABILIZE SITE PER NCDEQ SPECIFICATIONS AS AREAS ARE BROUGHT TO FINAL GRADE. 4.INSTALL ADDITIONAL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES. 5.CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER). 6.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. 7.STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED. 8.ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE TEMPORARY EROSION CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND CONVERT TO PERMANENT SCM. TREE PROTECTION NOTES 1.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 2.NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDE THE PROJECT BOUNDARY SHOWN ON THE PLANS, UNLESS OTHERWISE NOTED. TREE PROTECTION FENCING IS SHOWN OUTSIDE OF PROJECT BOUNDARY FOR PROTECTION OF EXISTING TREES IN CLOSE PROXIMITY TO PROPOSED CONSTRUCTION. 3.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AND CONTRACTOR SHALL RECEIVE ADEQUATE INSTRUCTIONS ON TREE PROTECTION METHODS. 4.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION REQUIREMENTS AND METHODS. 5.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT. 6.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING OF MATERIALS WILL OCCUR IN THOSE AREAS. 7.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD AND ANY TREES IN ANY REQUIRED BUFFERS SHALL BE RETAINED [62.1-3(1) (A) & (B)]. CAPE FEAR PUBLIC UTILITY AUTHORITY CONSTRUCTION PROCEDURE: 1.THE DESIGN ENGINEERING SHALL SUBMIT 3 SETS OF FINAL DESIGN PLANS AND APPROVED SPECIFICATIONS PRIOR TO SCHEDULING THE PRE-CONSTRUCTION MEETING. 2.SUBMITTALS FOR MATERIALS SHOULD BE MADE IN ACCORDANCE WITH CFPUA SPECIFICATION SECTION 01340. MATERIAL SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL PHYSICAL ASSETS TO ENSURE THEY COMPLY WITH CFPUA TECHNICAL SPECIFICATIONS AND DETAILS. THESE SUBMITTALS ARE PROJECT-SPECIFIC, AND MUST INCLUDE OR HIGHLIGHT ONLY THE SPECIFIC MATERIALS TO BE USED IN THE PROJECT. THE SUBMITTAL APPROVAL PROCESS IS GENERALLY AS FOLLOWS: MATERIAL VENDOR FURNISHES SUBMITTALS TO THE CONTRACTOR BASED ON THE PROJECT REQUIREMENTS. CONTRACTOR REVIEWS THE SUBMITTALS FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION DRAWINGS, CFPUA TECHNICAL SPECIFICATIONS AND DETAILS, AND FORWARDS TO THE DEVELOPER’S ENGINEER-OF-RECORD WHEN COMPLETE. THE DEVELOPER'S ENGINEER-OF-RECORD VERIFIES COMPLIANCE, STAMPS AND SIGNS THE SUBMITTAL, AND FORWARDS THE PACKAGE TO THE CFPUA CONSTRUCTION MANAGER. IF IT IS DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE ENGINEER SHALL RETURN IT TO THE CONTRACTOR FOR CORRECTION AND RESUBMISSION AS NOTED ABOVE. CFPUA’S CONSTRUCTION MANAGER REVIEWS THE SUBMITTAL FROM THE DEVELOPER’S ENGINEER-OF-RECORD, VERIFIES COMPLIANCE, AND NOTIFIES THE ENGINEER THAT THE MATERIALS ARE APPROVED FOR CONSTRUCTION. IF IT IS DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE SUBMITTAL WILL BE RETURNED TO THE ENGINEER FOR CORRECTION AND RESUBMISSION AS NOTED ABOVE. 3.ANY REQUEST FOR DEVIATIONS FROM THE STAMPED DRAWINGS AND MATERIAL SUBMITTALS MUST BE SUBMITTED TO THE CFPUA CONSTRUCTION MANAGER. THE DEVIATION WILL BE REVIEWED BY CFPUA STAFF. THE ENGINEER, CONTRACTOR AND CFPUA INSPECTOR WILL BE NOTIFIED IF IT IS APPROVED, NEEDS TO BE REVISED AND RESUBMITTED OR REJECTED. ANY CHANGES TO THE STAMPED CONSTRUCTION DOCUMENTS MADE IN THE FIELD BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER OF RECORD AND CFPUA CONSTRUCTION MANAGER. THE CFPUA INSPECTOR CANNOT APPROVE MAJOR CHANGES FROM THE STAMPED CONSTRUCTION DOCUMENTS. 4.THE CFPUA INSPECTOR SHALL BE NOTIFIED WHEN ANY MATERIAL IS DELIVERED TO THE JOB SITE. THE CFPUA INSPECTOR WILL VERIFY THAT ALL MATERIALS MEET CFPUA SPECIFICATIONS, DETAILS, AND/OR APPROVED SUBMITTAL. THE CFPUA INSPECTOR WILL NOTIFY THE CONTRACTOR AND THE CFPUA CONSTRUCTION MANAGER OF ANY UNAPPROVED MATERIAL, AND THAT THE UNAPPROVED MATERIAL MUST BE REMOVED FROM THE PROJECT SITE. 5.CONTRACTOR SHALL GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING TO THE ASSIGNED CFPUA INSPECTOR FOR EACH OF THE FOLLOWING: -OPERATING A CFPUA VALVE (INCLUDES TAPPING VALVES) -WHEN BEGINNING CONSTRUCTION AND IF THE CONTRACTOR PULLS OFF THE SITE -LAYING OUT OF ANY CONNECTION IN EXISTING MANHOLE -CUTTING IN ANY NEW MANHOLES ON EXISTING LINES -CORING ANY MANHOLES -CONNECTING TO AN EXISTING SEWER FORCE MAINS -CONNECTING ONTO EXISTING WATER LINES -ANY BORES AND THREADING CARRIER PIPES -ALL CAMERA WORK, TESTING, CHLORINATION AND WATER SAMPLING -ALL TESTING CAPE FEAR PUBLIC UTILITY AUTHORITY TESTING PROCEDURE: 1.ALL STRUCTURES, PRESSURE PIPING AND GRAVITY SEWER PIPING SHALL BE TESTED BY THE CONTRACTOR AS SPECIFIED IN THE CFPUA SPECIFICATIONS IN ACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED BY THE CFPUA INSPECTOR. ALL TESTING MUST BE CONDUCTED IN THE PRESENCE OF THE CFPUA INSPECTOR. THE CONTRACTOR IS TO GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING, TO THE ASSIGNED CFPUA INSPECTOR FOR ALL TESTING. 2.ALL PRESSURE PIPE LINES MUST BE SUBJECTED TO HYDROSTATIC TESTING IN ACCORDANCE WITH THE APPROPRIATE CFPUA SPECIFICATION. THESE PIPE LINES SHALL BE TESTED TO 150 PSI FOR A PERIOD OF TWO (2) HOURS. IF THE PRESSURE DROPS MORE THAN THREE (3) PSI, THE TEST FAILS. REFER TO THE APPROPRIATE CFPUA SPECIFICATION FOR MORE INFORMATION ON THE PROCEDURE. 3.ALL WATER MAINS AND SERVICES MUST BE FLUSHED, CHLORINATED AND SAMPLED IN ACCORDANCE WITH THE CFPUA SPECIFICATION 02660 AND AS DIRECTED BY THE CFPUA INSPECTOR. 4.SEWER LINE SEGMENT TESTING: EACH SEWER LINE SEGMENT (THE SEWER MAIN BETWEEN MANHOLES) SHALL BE TESTED: THIRTY (30) DAYS AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL SEWER LINE SEGMENTS AND ALL SERVICES SHALL BE CAMERA INSPECTED AND VIDEO RECORDED. THE CFPUA INSPECTOR WILL REVIEW THE VIDEO RECORDING FOR ACCEPTANCE. AS AN ALTERNATIVE TO WAITING THIRTY (30) DAYS TO PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM, THE CFPUA MAY ACCEPT CERTIFICATION FROM A SOIL TESTING FIR VERIFYING THAT THE BACKFILL OF THE TRENCH HAS BEEN COMPACTED TO AT LEAST 95% MAXIMUM DENSITY. AFTER TWO (2) PAPER COPIES OF THE AS-BUILTS HAVE BEEN SUBMITTED TO THE CFPUA INSPECTOR. AFTER GRAVEL HAS BEEN INSTALLED ON ALL ROADWAYS. 5.VIDEO INSPECTION TESTING: THE CONTRACTOR SHALL PROVIDE A DVD(S) OF EACH SEWER LINE SEGMENT AND SERVICE LINE TO ENSURE THAT THE LINES MEET MINIMUM STANDARDS. THE DVD(S) WILL BE REVIEWED IN THE ORDER THEY ARE RECEIVED. THE TYPICAL REVIEW TIME IS GENERALLY TEN (10) TO FIFTEEN (15) BUSINESS DAYS BUT WILL DEPEND ON THE COMPLEXITY OF THE PROJECT, SIZE, QUALITY OF THE DVD(S), ETC. THE MAIN LINE CAMERA INSPECTION MUST HAVE PROJECT NAME, FOOTAGES, MANHOLE NUMBERS, AND DATES OF INSPECTION. THE SERVICE LINE CAMERA INSPECTION MUST INCLUDE PROJECT NAME, FOOTAGES, ADDRESS AND/OR LOT NUMBER, AND DATE OF INSPECTION.THE CAMERA INSPECTION MUST SHOW THE FULL DIAMETER OF THE PIPE. THE CAMERA INSPECTION MUST BE PERFORMED UPON COMPLETION OF CLEANING AND POTABLE WATER INTRODUCED INTO THE SYSTEM TO BE TESTED. ALL DEFECTS IN THE PIPELINE AND APPURTENANCES SHALL BE REMEDIED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CFPUA AND WILL BE RE-INSPECTED AS OUTLINED ABOVE. 6.TWO (2) SETS OF AS-BUILT RECORD DRAWINGS SHALL BE PROVIDED IN ACCORDANCE WITH CFPUA SPECIFICATION SECTION 01720 FOR REVIEW. ES TSM 08/07/2025 GHS/ TSM ES 8/12/2025 EV EV 2 2 21 23 24 EV EV G G G G G G G G G G G G G G G G G G G G 18.0' RO A D S (5 0 ' P R I V A T E R W ) 9. 0 ' 9. 0 ' 9. 0 ' 9. 0 ' 7. 0 ' 5. 0 ' 7.0'7.0' 26.0'18.0' 30' ACCESS EASEMENT 10' DRAINAGE EASEMENT 32.0' 44 . 5 ' SIDBURY ROAD POND 14 11 . 0 ' 7.0' R17.5' (TYP.) 5. 0 ' CLUSTER MAIL BOX KIOSK TO BE DESIGNED BY OTHERS POOL TO BE DESIGNED BY OTHERS 1975 SF OUTDOOR KITCHEN AND PICNIC AREA TO BE DESIGNED BY OTHERS PERIPHERY PERFORMANCE RESIDENTIAL 20' SETBACK (TYP.) EXISTING PUBLIC ROW TYP. EXISTING 10" GAS LINE POOL FENCE TYP. SEE 5/C11.12 POOL FENCE GATE TYP. (SEE DETAIL 5/C11.12) OUTDOOR HAMMOCK AND HAMMOCK STAND (SEE DETAIL 7/C11.13) SEATING WALL (SEE DETAIL 2/C11.13) MONUMENT SIGN SEE NOTE 3 THIS SHEET PET WASTE STATION (SEE DETAIL 5/C11.13) BIKE RACK LAYOUT (SEE DETAIL 1&3/C11.13) POOL HOUSE AND AMENITY GRILLING STATION (SEE NOTE 4 THIS SHEET) ADA PARKING SIGNAGE 4/C11.11 CURB RAMP TYP. B (SEE DETAIL 1/C11.12) POOL SHOWER (SEE NOTE 6 THIS SHEET) AMENITY SITE PROJECT BOUNDARY CURB RAMP - TYPE A (SEE DETAIL 3/C11.12) CURB RAMP - TYPE A (SEE DETAIL 3/C11.12) CONCRETE SIDEWALK (SEE DETAIL 2/C11.11) CONCRETE PAVEMENT JOINT (SEE DETAIL 1/C11.11) ACCESSIBLE PARKING SPACE (SEE DETAIL 3/C11.11) ASPHALT PAVEMENT (SEE DETAIL 2/C11.12) WASTE BIN 6/C11.13 FIRE PIT SEE DETAIL 4/C11.13) ARTIFICIAL TURF (SEE DETAIL 4/C11.12) 18 . 0 ' CHANNEL DRAIN (SEE DETAIL 4/C16.11) EV PARKING SPACE (TO BE DESIGNED BY OTHERS) CONCRETE JOINT (TYP.) FINAL CONCRETE JOINT SCHEDULE TO BE PROVIDED BY POOL CONSULTANT WASTE BIN (TYP.) (SEE DETAIL 6/C11.13) LOUNGE CHAIR (TYP.) TO BE SELECTED BY OWNER EV CHARGING STATION, TO BE INSTALLED BY CLIENT PER MANUFACTURER SPECIFICATIONS. 5. 0 ' 5. 0 ' 11 . 0 ' 9. 0 ' 4' M I N 4' MIN WHEEL STOP (SEE DETAIL 6/C11.11) R4' (TYP.) R4' (TYP.) 5. 0 ' SITE DATA1SCALE: 1"=20'SITE PLAN - OVERALL2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 8020 Tower Point Drive Phone: (704)841-2588, Fax: (704)841-2567 Charlotte, North Carolina 28227 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA 3.0 - SITE PLAN - OVERALL.DWG ---- 08/07/2025 18:10:18 SIDBURY 187 CASITAS NEW HANOVER COUNTY, NC PRE L I M I N A R Y 0 SCALE 1" = 20' 402020 CONCRETE SIDEWALK ARTIFICIAL TURF LEGEND: POOL FENCE SITE DATA TABLE GENERAL INFORMATION PROPERTY OWNER:FORESTAR (USA) REAL ESTATE GROUP LLC PARCEL ID:R01900-002-291-000 CURRENT ZONING:R-15 TOTAL ACREAGE (OVERALL DEVELOPMENT):+/- 49.85 AC (CASITAS) PROJECT AREA 0.86 AC DISTURBED AREA 0.86 AC PROPOSED USE:NEIGHBORHOOD RECREATION ADDRESS:TO BE DETERMINED LANDSCAPE BUFFERS REQUIRED PROPOSED EAST STREET YARD SEE PLAN NOTE: SEE LANDSCAPE PLAN, C10.0 FOR ADDITIONAL LANDSCAPING REQUIREMENTS IMPERVIOUS COVERAGE (STORMWATER BUA ACCOUNTING) PHASE 1 - PARKING AREA AND ADJACENT SIDEWALKS PARKING SEE SIDBURY 187 CASITAS (SEPERATE COVER) SIDEWALKS SEE SIDBURY 187 CASITAS (SEPERATE COVER) AMENITY CENTER POOLHOUSE AND AMENITY FACILITY 2313 SIDEWALKS 2019 POOL DECK 7504 FIRE PIT 420 HAMMOCK AREA 730 GRILL & PICNIC AREA 955 MAIL KIOSK PAD 233 PHASE 2 TOTAL SF 14,174 SF 1.DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE, SECTION 52-9. 2.SIGNAGE TO BE DESIGNED, DETAILED & PERMITTED BY OTHERS. LOCATION SHOWN FOR INFORMATIONAL PURPOSES ONLY. 3.CLUSTER MAIL KIOSK, GRILLING STATION, POOL SHOWER, AND FOOT WASH TO BE DESIGNED, DETAILED & PERMITTED BY OTHERS. LOCATION SHOWN FOR INFORMATIONAL PURPOSES ONLY. 4.ALL SITE FURNISHINGS NOT DETAILED, SHALL BE SELECTED BY OWNER AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. 5.STAFF IS RESPONSIBLE FOR EMPTYING TRASH AND RECYCLING INTO RECEPTACLES. 6.SEE ARCHITECTURAL DRAWINGS FOR DETAILED CLUBHOUSE INFORMATION. 7.SEE POOL CONSULTANT DRAWINGS FOR POOL DETAILS. PERIPHERY PERFORMANCE RESIDENTIAL 20' SETBACK AMENITY SITE PLAN - OVERALL C3.11 1"=20' N/A 0 04245-0085 ES TSM 08/07/2025 GHS/ TSM ES 90% SET NOTES: 8/12/2025 C EV EV 2 2 2 1 23 24 EV EV G G G G G G G G G G G G G G G G G G G G AC- YD3 RIM=42.19' INV OUT SE=39.90' AC-YD6 RIM=42.00' INV OUT S=39.74' AC-YD4 RIM=42.00' INV OUT E=40.00' AC-YD5 RIM=42.00' INV IN W=39.87' INV IN N=39.87' INV OUT NE=39.87' AC-YD7 RIM=42.00' INV OUT NE=35.68' AC-YD2 RIM=41.87' INV IN NW=39.79' INV OUT SW=39.79' 8" H P (2 8 L F @ 0 . 4 0 % ) 8" HP (25L F @ 0 . 4 0 % ) 8" HP (32LF @ 0.40%) 8" HP (47LF @ 0 . 4 0 % ) 8" H P (3 2 L F @ - 0 . 4 0 % ) 8" HP (46LF @ 0.40 % ) 30' ACCESS EASEMENT RO A D S (5 0 ' P R I V A T E R W ) FFE: 42.52' FFE: 42.52'POOL SURFACE: 37.25' AC-YD1 RIM=42.05' INV OUT SE=39.83' 8 " H P ( 3 5 L F @ 0 . 4 0 % ) 10.00' DRAINAGE EASEMENT RO A D S (5 0 ' P R I V A T E R / W ) SCALE: NTSLEGEND AND NOTES1SCALE: 1"=20'GRADING & DRAINAGE PLAN2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 8020 Tower Point Drive Phone: (704)841-2588, Fax: (704)841-2567 Charlotte, North Carolina 28227 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA7.0 - GRADING & DRAINAGE PLAN - OVERALL.DWG ---- 08/08/2025 16:17:59 SIDBURY 187 CASITAS NEW HANOVER COUNTY, NC PRE L I M I N A R Y 0 SCALE 1" = 20' 402020 AMENITY GRADING & DRAINAGE PLAN -OVERALL C7.11 1"=20' N/A -- 04245-0085 95% BID SET GENERAL NOTES: 1.INITIATE EROSION CONTROL SEQUENCE BEFORE BEGINNING CLEARING AND GRADING OPERATIONS. 2.CLEAR AREA WITHIN THE LOD AND ESSENTIAL SITE IMPROVEMENTS OF ALL VEGETATION. PROTECT VEGETATION BEYOND GRADING LIMITS. 3.STRIP TOPSOIL TO FULL DEPTH DESCRIBED IN THE EROSION CONTROL PLANS IN AREAS TO BE GRADED AND STOCKPILE. 4.COMPACT ALL STRUCTURAL FILL AREAS AND SLOPES TO 95% OF MAXIMUM DENSITY. AREAS LESS THAN 3.0 FEET OF FILL IN NON-STRUCTURAL AREAS MAY BE COMPACTED TO 90% OF MAXIMUM DENSITY. 5.ALL BANK AND SWALE SIDE SLOPES SHALL BE GRADED WITH NO GREATER THAN 3:1 SLOPES. 6.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.) 7.ALL AREAS ARE TO BE GRADED SO THAT NO AREAS OF STANDING WATER OCCUR. 8.OPERATOR SHALL FIELD VERIFY EXISTING TOPOGRAPHY IN RELATION TO THE PROPOSED GRADES TO ENSURE DRAINAGE IN THE DIRECTIONS INDICATED ON THE PLAN. 9.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. 10.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). 11.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. 12.ALL PIPE BEDDING SHALL BE CLASS "C" UNLESS OTHERWISE DIRECTED BY THE ENGINEER. 13.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 MAY BE PERMITTED AT A LOCATION APPROVED BY OWNER AND WITHIN REGULATIONS OF LOCAL MUNICIPALITY. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL. 14.ALL STORM DRAINAGE PIPES SHALL BE RCP CLASS III UNLESS OTHERWISE NOTED ON THE PLANS. HP PIPE MAY BE USED IN LIEU OF CONCRETE PIPE OR ENGINEER APPROVED EQUAL. ALL STORMWATER OUTFALL PIPES MUST BE RING GASKET RCP. 15.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. 16.APPROVED COVERS TO PREVENT MATERIAL FROM LEAVING THE TRUCKS MUST BE INSTALLED OVER ALL LOADED TRUCKS HAULING BORROW, EXCAVATED MATERIAL AND/OR FINE AGGREGATES TO OR FROM THE PROJECT SITES OVER STATE MAINTAINED ROADS. ANY MATERIALS DELIVERED, TRANSPORTED, OR REMOVED IN UNCOVERED TRUCKS WILL BE INCORPORATED INTO THE PROJECT OR REMOVED FROM THE SITE WITH NO ADDITIONAL PAYMENT TO THE CONTRACTOR FOR FURNISHING, REMOVING, OR PLACING THE MATERIALS INVOLVED. 17.DEWATERING: THE CONTRACTOR SHALL AT ALL TIMES PROVIDE AND MAINTAIN AMPLE MEANS AND EQUIPMENT WITH WHICH TO REMOVE AND PROPERLY DISPOSE OF ANY AND ALL WATER ENTERING THE EXCAVATION OR OTHER PARTS OF THE WORK AND KEEP ALL EXCAVATIONS DRY UNTIL SUCH TIME AS PIPE LAYING AND GRADING IS COMPLETED. NO WATER SHALL BE ALLOWED TO RISE AROUND THE PIPE IN UNBACKFILLED TRENCHES NOR SHALL IT BE ALLOWED TO RISE OVER MASONRY UNTIL THE CONCRETE OR MORTAR HAS SET (MINIMUM 24 HOURS). ALL WATER PUMPED OR DRAINED FROM THE WORK SHALL BE DISPOSED OF IN SUCH A MANNER AS TO PREVENT SILTATION AND EROSION TO ADJACENT PROPERTY OR OTHER CONSTRUCTION. 18.DO NOT PLANT TREES WITHIN UTILITY AND DRAINAGE EASEMENTS. 19.CONTRACTOR TO CAREFULLY ROOT PRUNE TREES, CREATING CLEAN CUTS. NO ROUGH BREAKS OF ROOTS (TYPICALLY AS THE RESULT OF MECHANICAL EQUIPMENT) WILL BE IS ACCEPTABLE. 20.FOR SPECIFIC PIPE AND STRUCTURE INFORMATION, LOOK AT C7.1 - C7.18 ENLARGEMENT SHEETS. FINISH FLOOR ELEV. AMENITY CENTER- YARD DRAIN CLEAN OUT STORMWATER ABBREVIATIONS FFE AC- YD CO ES TSM 08/07/2025 GHS/ TSM ES SD STORM DRAIN TRENCH/ CHANNEL POOL DRAIN (TYP.) (SEE DETAILS 3,7/C16.11) YARD DRAIN AND GRATE (TYP.) (SEE DETAILS 4,5/C16.11) STORM MANHOLE FRAME AND COVER (TYP.) (SEE DETAIL 2/C16.11) 8/12/2025 C EV EV 2 2 2 1 23 24 EV EV G G G G G G G G G G G G G G G G G G G G FS 42.01' FS 42.00' FS 42.05' FS 42.01' FS 42.05' FS 42.05' FS 41.98'FS 42.07' FS 42.25' FS 42.25' FS 42.25' FS 42.25' FS 41.90' FS 42.00' FS 42.25' FS 42.00' FS 42.25' FS 42.25' FS 42.01' FS 42.42' FS 42.35' FS 42.31' FS 42.32' FS 42.50' FS 42.32' FS 42.47' FS 42.47' FS 42.52' FS 42.49' FS 42.08' FS 42.17'FS 42.08' FS 42.10' FS 42.26' FS 42.27' FS 42.27' FS 42.42' FS 42.29' FS 42.42' FS 42.42'FS 42.08' FS 42.46' FS 42.27' FS 42.36' FS 42.56' FS 42.50'FS 42.82' FS 42.88' FS 42.01' FS 42.00' FS 42.65' FS 42.06' FS 42.25' FS 42.27' FS 42.13' FS 42.22' 30' ACCESS EASEMENT FS 41.90' FS 41.90' FS 42.42' FS 42.52'FS 42.52' FS 42.42' FS 42.30' FS 42.30' FS 42.52' FS 42.52' FS 42.52' RO A D S (5 0 ' P R I V A T E R W ) FFE: 42.52' FFE: 42.52'POOL SURFACE: 37.25' 10.00' DRAINAGE EASEMENT RO A D S (5 0 ' P R I V A T E R / W ) Structure Table Structure Name AC- YD3 AC-YD1 AC-YD2 AC-YD4 AC-YD5 AC-YD6 AC-YD7 Details RIM = 42.190 INV OUT = 39.900 RIM = 42.050 INV OUT = 39.828 RIM = 41.870 INV IN = 39.788 INV OUT = 39.790 RIM = 42.000 INV OUT = 40.000 RIM = 42.000 INV IN = 39.871 INV IN = 39.870 INV OUT = 39.870 RIM = 42.000 INV OUT = 39.742 RIM = 42.000 INV OUT = 35.684 STORM DRAINAGE PIPE DATA TABLE FROM AC-YD7 AC-YD6 AC-YD5 AC-YD4 AC-YD2 AC-YD1 AC- YD3 TO AC-YD5 AC-YD5 AC-YD2 LENGTH 45.93' 31.91' 46.86' 32.15' 24.59' 34.57' 28.08' SIZE 8" 8" 8" 8" 8" 8" 8" SLOPE 0.40% -0.40% 0.40% 0.40% 0.40% 0.40% 0.40% UPSTREAM INVERT 35.68' 39.74' 39.87' 40.00' 39.79' 39.83' 39.90' DOWNSTREAM INVERT 35.50' 39.87' 39.68' 39.87' 39.69' 39.69' 39.79' SCALE: NTSLEGEND AND NOTES1SCALE: 1"=20'GRADING & DRAINAGE PLAN2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 8020 Tower Point Drive Phone: (704)841-2588, Fax: (704)841-2567 Charlotte, North Carolina 28227 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA7.0 - GRADING & DRAINAGE PLAN - OVERALL.DWG ---- 08/08/2025 14:34:05 SIDBURY 187 CASITAS NEW HANOVER COUNTY, NC PRE L I M I N A R Y 0 SCALE 1" = 20' 402020 AMENITY GRADING & DRAINAGE PLAN - SPOT ELEVATIONS C7.12 HSCALE N/A -- 04245-0085 95% BID SET TRENCH/ CHANNEL POOL DRAIN (TYP.) (SEE DETAIL 4/C16.11) FFE: 20.1' STORM DRAIN LINE STORM DRAIN MANHOLE MAJOR CONTOUR MINOR CONTOUR21 20 SYMBOLS LEGEND STORM DRAIN FLARED END SECTION FINISH FLOOR ELEVATION YARD INLET FS: 20.1'FINISH SURFACE ELEVATION WATER LINE SANITARY SEWER NOTES 1.SEE NOTES ON C7.11 GRADING PLAN NOTES. BW: 20.1'BASE OF WALL ELEVATION TW: 20.1'TOP OF WALL ELEVATION TC 41.92' BC 41.42' EP 41.36' TOP OF CURB BOTTOM OF CURB EDGE OF PAVEMENT ES TSM 08/07/2025 GHS/ TSM ES HAMMOCK AREA IS MAX 2% IN ALL DIRECTIONS BIKE RACK AREA IS MAX 2% IN ALL DIRECTIONS SEE ARCHITECTURAL DRAWINGS FOR ALL AREAS UNDER ROOF ADA PARKING AREA IS MAX 2% IN ALL DIRECTIONS 8/12/2025 SIDBURY ROAD 18 0 . 4 4 L F 8 " P V C @ 0 . 4 0 % EV EV 22 2 1 23 24 EV EV 2" DOMESTIC WATER METER 16" GATE VALVE (TYP.) EXISTING 16" C-900 PVC WATER MAIN SAMPLING STATION 16"X1" SADDLE 16"X2" TEE 2" GATE VALVE 10" GATE VALVES (JACK & BORE INSTALLATION BY OTHERS) EXISTING GAS LINE 10' EASEMENT (TYP.) SSMH-S-1 STA 11+65.18 RIM=42.40 INV.=35.25 SSMH-S-2.2 STA 13+45.62 RIM=41.05 INV.=37.19 SSMH-S-2.1 STA 13+45.62 RIM=41.09 INV.=37.23 SSMH-S-2 STA 13+45.62 RIM=41.83 INV.=34.50 5/8" IRRIGATION METER SAN. CLEAN-OUT 6" SINGLE SEWER SERVICE 33.51LF 8" PVC @ 0.40% 22.91LF 8" PVC @ 0.40% FM AIR RELEASE VALVE 16" GATE VALVE (TYP.) 2" BACKFLOW PREVENTER (TYP.) SCALE: NTSLEGEND AND NOTES1 AMENITY UTILITY PLAN - OVERALL SCALE: 1" =20'UTILITY PLAN - ENLARGEMENT 2 SIDBURY 187 CASITAS 04245-0085 ELS TSM GHS GHS/ELS PERFORMANCE RESIDENTIAL SUBDIVISION 0 SCALE 1" = 20' 402020 SYMBOLS LEGEND STORM DRAIN LINE STORM DRAIN CURB INLET (CI) STORM DRAIN JUNCTION BOX (JB) WATER LINE FIRE HYDRANT WATER VALVE WATER CROSSING WATER BLOW-OFF WATER TEE SANITARY SEWER SANITARY SEWER MANHOLE SANITARY SEWER CLEAN OUTCO STORM DRAIN MANHOLE (MH) WATER SERVICE SANITARY SEWER SERVICE FLARED END SECTION (FES) OUTLET STRUCTURE (OS) STORM DRAIN DROP INLET (DI) YARD INLET (YI) WATER REDUCER ----N/A 1"=20' 08/08/2025 C8.11 NOTES 1.All UTILITIES SUPPLYING AMENITY AREA ARE TO BE PERMITTED WITH THE CASITAS PERMIT SUBMITTAL. 2.ALL INDIVIDUALS ENGAGED IN CFPUA PROJECTS MUST ADHERE TO THE CFPUA TECHNICAL STANDARDS, WHICH ENCOMPASS SPECIFICATIONS, STANDARD DETAILS, THE DESIGN GUIDE MANUAL, AND THE MATERIAL SPECIFICATION MANUAL. THESE DOCUMENTS PROVIDE ESSENTIAL REQUIREMENTS FOR MATERIALS, CONSTRUCTION METHODS, AND DESIGN PRINCIPLES. AN UNDERSTANDING OF THE ABOVE-MENTIONED RESOURCES IS REQUIRED TO AVOID NON- COMPLIANCE ISSUES. 3.ATTENTION: COMPLY WITH NOTES ON APPLICABLE DETAILS. 4.DUKE ENERGY TO DESIGN, OWN AND MAINTAIN STREET LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY SUBDIVISION ORDINANCE, SECTION 52-9. 5.ALL COMMUNITY OWNED OPEN SPACE IS AVAILABLE FOR USE AS DRAINAGE AND/OR UTILITY EASEMENTS. DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 243 North Front Street Phone: (910)343-1048, Fax: (910)251-8282 Wilmington, North Carolina 28401 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA8.0 - AMENITY UTILITY PLAN - OVERALL.DWG ---- 08/08/2025 15:23:10 8/12/2025 EV EV 2 2 21 23 24 EV EV G G G G G G G G G G G G G G G G G G G G G G RO A D S (5 0 ' P R I V A T E R W ) 30 . 0 0 ' A C C E S S E A S E M E N T 10 . 0 0 ' D R A I N A G E E A S E M E N T 15 5 ' SIDBURY ROAD 13 . 5 ' 13 . 5 ' 25 . 5 ' 15 . 5 ' 15 . 5 ' 10 . 5 ' POOL TO BE DESIGNED BY OTHERS POOL HOUSE AND RESTROOMS OUTDOOR KITCHEN AND PICNIC AREA EXISTING PUBLIC ROW TYP. EXISTING 10" GAS LINE FOUNDATION PLANTINGS 144SF (TYP.) PARKING LOT LANDSCAPE ISLAND (TYP.) STREETYARD PLANTINGS (TYP.) SEE OVERALL CASITAS PLAN SET . SHOVEL DUG BED EDGE (TYP.) LOW SCREENING PLANTINGS TO SUPPLEMENT STREET BUFFER FOR PARKING AREA ADJACENT TO R/W (TYP.) ARTIFICIAL TURF (TYP.) PERIPHERY PERFORMANCE BUFFER 20' SETBACK (TYP.) PROJECT BOUNDARY LAWN LAWN LAWN ENTRY MONUMENT (TYP.) RO A D S (5 0 ' P R I V A T E R / W ) SYMBOL BOTANICAL / COMMON NAME TREES GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` SHADEMASTER HONEY LOCUST NYSSA SYLVATICA 'SPARKLER' SOUR GUM NARROW FORM SHRUBS ILEX VOMITORIA `NANA` DWARF YAUPON PENNISETUM ALOPECUROIDES `HAMELN` HAMELN DWARF FOUNTAIN GRASS PITTOSPORUM TOBIRA `WHEELER`S DWARF` DWARF PITTOSPORUM RHAPHIOLEPIS INDICA `ALBA` WHITE INDIAN HAWTHORN GROUND COVERS CAREX DIVULSA GRASSLAND SEDGE CYNODON DACTYLON BERMUDA GRASS LIRIOPE MUSCARI `BIG BLUE` LIRIOPE PLANT SCHEDULE AMENITY - CODE SCALE: NTSLEGEND AND NOTES1SCALE: 1"=20'AMENITY LANDSCAPE PLAN - OVERALL2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 8020 Tower Point Drive Phone: (704)841-2588, Fax: (704)841-2567 Charlotte, North Carolina 28227 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA10.0 - LANDSCAPE PLAN - OVERALL.DWG ---- 08/07/2025 18:13:48 SIDBURY 187 CASITAS NEW HANOVER COUNTY, NC PRE L I M I N A R Y 0 SCALE 1" = 20' 402020 NOTES: 1.ALL VEGETATION WILL BE LOCATED OUTSIDE NCDOT 10'X70' SIGHT DISTANCE TRIANGLES. PLEASE SEE THE SIDBURY 187 PLAN SET FOR STREET TREES ALONG ROAD(S) S & B. 2.EXISTING VEGETATION IN GOOD HEALTH AND CONDITION MAY BE USED TO SATISFY PLANTING REQUIREMENTS, PROVIDED VEGETATION IS PROTECTED BEFORE AND DURING DEVELOPMENT IN ACCORDANCE WITH SECTION 5.3.6, TREE PROTECTION DURING CONSTRUCTION. 3.A MINIMUM OF 15 TREES OF AT LEAST TWO INCHES DBH OR TWO CALIPER INCHES SHALL BE RETAINED OR PLANTED FOR EACH DISTURBED ACRE PER SECTION 5.4.2.B. 4.LANDSCAPING FOR PARKING LOT INTERIORS SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS IN TABLE 5.4.5.C: STANDARDS FOR PARKING LOT INTERIORS. a. 75% OF TREES REQUIRED FOR INTERIOR LANDSCAPING WILL BE A SHADE/ CANOPY SPECIES. b. INTERIOR LANDSCAPED AREAS SHALL BE COVERED WITH APPROPRIATE MULCHING OR VEGETATIVE GROUNDCOVER. c. NO PARKING SPACE SHALL BE LOCATED MORE THAN 120 FEET FROM A LANDSCAPED ISLAND. 5.ON-SITE PROPERTY STAFF WILL EMPTY TRASH AND RECYLCING RECEPTACLES. 6.SIGNAGE TO BE DESIGNED, DETAILED & PERMITTED BY OTHERS. LOCATION SHOWN FOR INFORMATIONAL PURPOSES ONLY. AMENITY LANDSCAPE PLAN - OVERALL C10.11 1" = 20' N/A -- 04245-0085 KM/ AEH TSM 08/07/2025 TSM AJW 90% SET LANDSCAPE DATA SEC 5.1.2.B. - GENERAL STANDARDS ³ FIFTEEN (15) TREES PER DISTURBED ACRE REQUIRED PROVIDED (.49 AC x 15 = REQUIRED)7.35 9 SEC 5.4.5.C - INTERNAL LANDSCAPING IN PARKING AREAS ⁴ INTERIOR VEHICULAR USE AREA - 6,490 SF REQUIRED PROVIDED LANDSCAPED AREA (8% OF INTERIOR VEHICULAR USE AREA)519 SF 1,353 SF ONE (1) TREE PER 144 SF 4 6 SEC 5.4.6. - STREET YARD BUFFER AMENITY CENTER STREET YARD (ROAD S) - 155 LF REQUIRED PROVIDED 12 SQUARE FEET PER ONE (1) LF 1,860 SF YES, SEE PLAN ONE (1) TREE PER 600 SF REQUIRED 3 3 SIX (6) SHRUBS PER 600 SF REQUIRED 18 18 SEC 5.4.7. - FOUNDATION PLANTINGS REQUIRED PROVIDED AMENITY CENTER (1) FRONT FACE ON SITE : FIRST FLOOR BUILDING FACE = 634.6 SF (12.13' HEIGHT X 52.33' LENGTH OF FACADE) 76 SF (634.6 x 12%)140 SF 8.1.3 MITIGATION NOTE: REFER TO SIDBURY 187 PERFORMANCE RESIDENTIAL SUBDIVISION PLAN SET TREE REMOVAL PLAN FOR TREE REMOVAL AND MITIGATION CALCULATIONS* 8/12/2025 NOTE: SIGN POST SHALL BE U-CHANNEL, AND FOUNDATION SHALL BE 18" DIAMETER CONCRETE 24" HEIGHT. TOP OF FOUNDATION UNDER CONCRETE SIDEWALK SURFACE. CONSTRUCTION JOINT EXPANSION JOINT CONTROL JOINT NOTES: 1.CONTROL JOINTS SHALL BE LOCATED APPROXIMATELY 5' O.C. AND EQUIDISTANT. 2.EXTEND JOINT GROOVE 1" BELOW FINISH GRADE OR 25% OF PAVEMENT THICKNESS WHICHEVER IS GREATER. 3.SEE DETAILS BELOW FOR EXPANSION JOINTS AND CONSTRUCTION JOINTS. CONCRETE PAVEMENT, SEE DETAIL 7/C11.0 SAW-CUT JOINT GROOVE 1" 1 8" 1" SAW-CUT JOINT GROOVE R1 8" NOTES: 1.CONSTRUCTION JOINTS AS NEEDED AT CONTROL JOINT LOCATIONS, SEE DETAIL ABOVE FOR LOCATIONS 2.EXTEND JOINT GROOVE 1" BELOW FINISH GRADE OR 25% OF PAVEMENT THICKNESS WHICHEVER IS GREATER 3.SEE DETAIL BELOW FOR EXPANSION JOINTS AND ABOVE FOR CONTROL JOINTS. 1 8" R1 8" 1ST POUR 2ND POUR COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 1ST POUR 2ND POUR 1/2" PRE-FORMED BITUMINOUS JOINT MATERIAL 5/8" BACKER ROD SILICONE CAULK, COLOR TO MATCH CONCRETE1 2" MAX. NOTES: 1.EXPANSION JOINTS SHALL BE LOCATED EVERY 50' MIN. 2.EXTEND EXPANSION JOINT 100% THROUGH PAVEMENT SURFACE. 3.ENSURE JOINTS ARE FREE OF NON-COMPRESSABLE MATERIALS DURING INSTALLATION AND AFTER INSTALLATION. 4.SEE DETAIL AT TOP FOR CONTROL JOINTS AND ABOVE FOR CONSTRUCTION JOINTS. CONCRETE PAVEMENT, SEE DETAIL 7/C11.0 COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) BUTT JOINT R1 8" COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) LIGHT BROOM FINISH, SWEEP PERPENDICULAR TO PATH OF TRAVEL 3"3" SMOOTH TROWEL EDGE PAVEMENT JOINTS, SEE DETAIL 1/C11.0 FOR LOCATIONS WI D T H V A R I E S , R E F E R TO L A Y O U T P L A N NOTES: 1.ALL WALKWAYS SHALL MEET OR EXCEED GOVERNING MUNICIPALITIES REQUIREMENTS. 2.SUBGRADE SHALL NOT CONTAIN ANY ORGANIC MATTER. 3.REFER TO DETAIL 1/C11.0 FOR PAVEMENT JOINT TYPES AND LOCATIONS 4.PER ADA REQUIREMENTS: MAXIMUM CROSS SLOPE OF WALKING SURFACE SHALL NOT BE STEEPER THAN 1:48, MAXIMUM RUNNING SLOPE OF WALKING SURFACE SHALL NOT BE STEEPER THAN 1:20, WALKING SURFACES ALONG AN ACCESSIBLE ROUTE STEEPER THAN 1:20 REQUIRE RAMPS, RAMP RUNS WITH A RISE GREATER THAN 6" SHALL HAVE HANDRAILS, RAMP RUNS SHALL HAVE A RUNNING SLOPE NOT STEEPER THAN 1:12, MAXIMUM RISE PER RAMP IS 30", LANDINGS MUST BE PROVIDED WHERE NECESSARY. CONTRACTOR SHALL NOTIFY ENGINEER OF ANY DISCREPANCIES. PLAN 3/8" = 1'-0" WHITE WHITE SEE DETAIL H.C. PARKING SIGN BLUE ON H.C. STALL SIDE BLUE ON H.C. STALL SIDE 8' MIN. ADA VAN SPACE 5' MIN. ADA SPACE 4" 2" 4"4" 2" 4" 18 ' M I N . WHITE NOTE: HANDICAP PARKING SIGNS SHALL BE CLEAR OF ANY ACCESSIBLE CURB RAMPS AND FLARES FACE OF CURB OR BUILDING OR OPPOSING PARKING STALL SEE DETAIL BOLLARD BASE 4" 3,000 PSI CONCRETE @ 28 DAYS, SEE PLAN ABOVE FOR FINISHES 1" AT ADJACENT PLANTING AREA (SHOWN) OR FLUSH AT ADJACENT LAWN OR HARDSCAPE SECTION 1 1/2" = 1'-0" R1 2" COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 4" TOP OF PAV'T. SECTION 12" 2"6'1.5' 3' 1.5' 8" 4" 2" 1/2" GALV. STEEL (2 REQ'D.) NTSACCESSIBLE PARKING SPACES3 NTSCONCRETE PAVEMENT JOINTS1AS SHOWNCONCRETE SIDEWALK2NTSADA PARKING SIGNAGE4 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 8020 Tower Point Drive Phone: (704)841-2588, Fax: (704)841-2567 Charlotte, North Carolina 28227 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA11.0 - SITE DETAILS.DWG ---- 08/07/2025 18:14:12 SIDBURY 187 CASITAS NEW HANOVER COUNTY, NC PRE L I M I N A R Y NTSVALLEY SPILL CURB5 AMENITY SITE DETAILS C11.11 AS SHOWN N/A 0 04245-0085 ES TSM 08/07/2025 GHS/ TSM ES 90% SET NTSWHEEL STOP6 8/12/2025 2% MAX. SLOPE COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) CONCRETE RAMP LANDING, SIMILAR TO DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 3/C11.0 INTEGRAL CURB SIMILAR TO CONCRETE CURB AND GUTTER SECTION A 3/4" = 1'-0" CONCRETE RAMP BEYOND, SEE ISOMETRIC ASPHALT PAVEMENT, SEE DETAIL 6/C11.0 CONCRETE CURB AND GUTTER, SEE DETAIL 8/C11.0 NON-DOWELED EXPANSION JOINT, SEE DETAIL 1/C11.0 1:12 M A X . SLOP E 6'-0" 6'-0" A A 1:12 M A X . SLO P E 1:5 0 M A X . SL O P E CONCRETE RAMP LANDING, SIMILAR TO DECORATIVE CONCRETE PAVEMENT, SEE DETAIL 3/C11.0, 1:48 SLOPE MAX. ANY DIRECTION INTEGRAL CURB SIMILAR TO CONCRETE CURB AND GUTTER CONCRETE RAMP 6/ASPHALT PAVEMENT, SEE DETAIL 6/C11.0 NON-DOWELED EXPANSION JOINT, SEE DETAIL 1/C11.0 CONCRETE RAMP PROVIDE AND INSTALL WET SET 24x48" TRUNCATED DOME MAT, COORD. COLOR WITH ARCH. (TYPICAL ALL CURB RAMPS) INTEGRAL TRANSITION CURB SIMILAR TO TRANSITION CONCRETE CURB, PAINT FACE AND TOP HIGH VIS. YELLOW. PAVEMENT JOINT, SEE LAYOUT PLANS FOR LOCATION AND TYPE 4'-0 " M I N , SE E P L A N ISOMETRIC NOT TO SCALE NOTE: MAXIMUM RAMP RISE NOT TO EXCEED 6". CONCRETE CURB AND GUTTER, SEE DETAIL 8/C11.0 4'-0" M I N , SEE P L A N TRANSITION CURB PAVEMENT JOINT, SEE LAYOUT PLANS FOR LOCATION AND TYPE CONCRETE SIDEWALK, SEE DETAIL 3/C11.0 CONCRETE CURB AND GUTTER, SEE DETAIL 8/C11.0 ASPHALT PAVEMENT, SEE DETAIL 6/C11.0 PLANTING AREA OR LAWN AREA, SEE LANDSCAPE PLANS A A EXPANSION JOINT, SEE DETAIL 1/C11.0 ISOMETRIC NOT TO SCALE 1:1 2 M A X . SL O P E TRANSITION CURB NOTES: 1.MAXIMUM RAMP RISE NOT TO EXCEED 6". 2.SEE ALSO CONCRETE PAVEMENT NOTES 3/CS502 3.TRUNCATED DOME WARNING MAT - 2' X 4' TRUNCATED DOME PAD, WET SET AND FASTEN PER MANUFACTURE RECOMMENDATION, CUT AS REQUIRED, COLOR TO BE RED TO MATCH EXISTING CAMPUS APPLICATIONS TRUNCATED DOME WARNING MATS 4'-0" M I N , SEE P L A N 6'- 0 " 5'- 0 " FLAT AREA TRANSITIONING CURB TO SLOPED WALKWAY 6"- 8 " 24" 1:12 MAX. SLOPE PAVEMENT JOINT, SEE LAYOUT PLANS FOR LOCATION AND TYPE CONCRETE SIDEWALK, SEE DETAIL 3/C11.0 ASPHALT PAVEMENT, SEE DETAIL 6/C11.0 CONCRETE CURB AND GUTTER, SEE DETAIL 8/C11.0 EXPANSION JOINT, SEE DETAIL 1/C11.0 SECTION A 3/4" = 1'-0" PLANTING AREA OR LAWN AREA BEYOND, SEE ISOMETRIC FLAT AREA TRANSITIONING CURB TO SLOPED WALKWAY 24" COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) NON-RUTTING , COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) COMPACTED AGGREGATE BASE COURSE, COMPACTED TO MEET NCDOT DENSITY REQUIREMENTS DRIVE AISLES 6" PARKING SPACES NON-RUTTING , COMPACTED SUBGRADE, 98 PERCENT OF THE STANDARD PROCTOR MAXIMUM DRY DENSITY (ASTM D 698) 3" 2- 1.5" LIFTS OF S9.5B FINAL SURFACE 2" OF S9.5B FINAL SURFACE NOTE: ASPHALT PAVEMENT SHALL BE COMPACTED TO AT LEAST 90.0 PERCENT OF THE MATERIAL'S SPECIFIC GRAVITY. CONTRACTOR SHALL COORDINATE ASPHALT TESTING WITH PROJECT GEOTECHNICAL ENGINEER. 6" 2" COMPACTED AGGREGATE BASE COURSE, COMPACTED TO MEET NCDOT DENSITY REQUIREMENTS Bracket Options 114" x 1716" FORERUNNER Rail (See Cross- Section Below) 8' O.C. Nom. ±56" LOWER LEVEL PANELS, 48" ALL OTHER PANELS 21" Min. Footing depth 2" Nom. 5" 3 2 Post size varies with Height (See ECHELON Plus Post-Sizing chart)TM 1 31516"TYPICAL 34" x .045" Picket TM NOTES: 1.) Post size depends on fence height and wind loads. See ECHELON Plus post sizing chart. 2.) Panels also available for 6' on center post spacing 3.) Additional heights available on request 4.) Install per manufacturer's recommendations. TM 31516" TYPICAL 114" x 1716"FORERUNNER Rail (See Cross- Section on Panel Drawing) TM 1 5" ±56" LOWER LEVEL PANELS, 48" ALL OTHER PANELS 21" Min. Footing depth NOTES: 1.) Post size depends on fence height, weight and wind loads. See ECHELON PLUS post sizing chart. 2.) See Ameristar gate table for standard out to outs. Custom gate openings available for special out to out/leaf widths. 3.) Additional styles of gate hardware are available on request. This could change the Latch & Hinge Clearance. 4.) Fourth rail optional. Some heights noted require a fourth rail. 5.) Install per manufacturer's recommendations. 23" (Latch Clearance)Ameristar Standard Leaf Widths 238" (Hinge Clearance) Single gate Arrangement Post size varies with Height (See ECHELON PLUS Post-Sizing chart)TM 2" Nom. Pickets welded to FORERUNNER Rail prior to coating 114" 1716" 34" x .080 wall Picket Gate Upright 134" x .125 wall Weld on Self Closing Box Hinge (Requires steel posts)3 TM 4 POOL FENCE ELEVATION GATE ELEVATION 54" MIN. BOTH LATCHES D&D TECHNOLOGIES (DDTECHGLOBAL.COM) LOKKLATCH MAGNETIC FOR LOWER LEVEL GATES, D&D TECHNOLOGIES MAGNA LATCH (SHOWN) SERIES 3 TOP PULL SELF-LOCKING GATE LATCH AT ALL OTHER GATES AS SHOWNCURB RAMP - TYPE A3 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 8020 Tower Point Drive Phone: (704)841-2588, Fax: (704)841-2567 Charlotte, North Carolina 28227 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA11.0 - SITE DETAILS.DWG ---- 08/07/2025 18:14:36 SIDBURY 187 CASITAS NEW HANOVER COUNTY, NC PRE L I M I N A R Y NTSASPHALT PAVEMENT2 AS SHOWNPOOL GATE AND FENCE5 AS SHOWNCURB RAMP - TYPE B1 NTSARTIFICIAL TURF4 AMENITY SITE DETAILS C11.12 N/A 0 04245-0085 ES TSM 08/07/2025 GHS/ TSM ES 90% SET AS SHOWN 8/12/2025 3' - 9 " 5' - 0 " 1'-6"3'-0"3'-0" CENTER OF RACK ADJACENT WALKWAY 1'-6"3'-0"3'-0"3'-0" 8" 14 " 1' - 6 " 8" PE R M A N U F A C T U R E R ' S S P E C S 3,000 PSI @ 28 DAYS CONCRETE FOOTING PER MANUFACTURER'S RECOMMENDATIONS FINISHED GRADE WASTE RECEPTACLE 3"x3" SQ. 12 GA. TUBULAR STEEL POST. PAINT WITH ONE COAT PRIMER ENAMEL AND TWO COATS PAINT - BLACK COLOR AND FINISH TO MATCH FENCE. SIGN 4" DISPENSER ATTACHED TO ALL WEATHER ALUMINUM POLE. DIMENSIONS: 17"x10"x4". PAINT, COLOR AND FINISH TO MATCH TUBULAR STEEL POST NOTES: 1.ALUMINUM PET WASTE STATION ASSEMBLY BY PARK N POOL MODEL: 17PW-00005 COLOR: GREEN MO U N T 4 6 " A B O V E F I N I S H E D S U R F A C E GR A D E T O C O M P L Y W I T H A C C E S S I B I L I T Y RE Q U I R E M E N T S COMPACTED CABC, 98% STANDARD PROCTOR COMPACTED SUBGRADE, 98% STANDARD PROCTOR REINFORCED CONCRETE FOOTING, 300 PSI @ 28 DAYS BRICK VENEER, MORTAR IN PLACE, CONCAVE JOINTS, RUNNING BOND PATTERN CONCRETE SIDEWALK, SEE DETAIL 3/CS502 REINFORCED CMU BLOCK WALL, ASTM C-90 GRADE N, GROUT FILLED PRECAST CONCRETE CAP, SEE ENLARGEMENT ABOVE 1'- 7 " 1'-8" ISOLATION JOINT, SEE DETAIL 1/CS501 158" (TYP. ALL SIDES) 214" 1" 12"12" 2" SLOPE PRECAST CONCRETE CAP DRIP GROOVE EDGE ALL SIDE (TYP.) R1 8" ROUNDED EDGE ALL SIDE (TYP.) NOTES: 1.PRECAST CONCRETE CAP - 4,000 PSI HARDROCK CONCRETE, TYPE III CEMENT, SAND BLASTED FINISH, 24" TO 48" EQUAL SIZED PIECES, COLOR TO MATCH ARCHITECTURAL PRECAST. CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES FOR OWNER APPROVAL. 2.BRICK VENEER - STANDARD MODULAR BRICK, BRICK AND MORTAR COLOR AND FINISH TO MATCH ARCHITECTURAL BRICK. CONTRACTOR TO SUBMIT COLOR AND FINISH SAMPLES FOR OWNER APPROVAL. 3.REBAR - ALL REBAR TO BE ASTM SPEC. A615, GRADE 40 MINIMUM 3" STAINLESS STEEL DOWEL AT 24" O.C., EPOXY IN PLACE 8" M I N . SLOPE SECTION CAP ENLARGEMENT 2'-2" 12 " #4 REBAR, 48" O.C. WITH STD HOOK (3) #4 REBAR CONTINUOUS 9 GA WIRE AT TOP COURSE AND 16" O.C. 3" CL E A R #4 REBAR, 32" O.C. FILL COLLAR JOINT WITH MORTAR OR FINE GROUT DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 8020 Tower Point Drive Phone: (704)841-2588, Fax: (704)841-2567 Charlotte, North Carolina 28227 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA11.0 - SITE DETAILS.DWG ---- 08/07/2025 18:14:54 SIDBURY 187 CASITAS NEW HANOVER COUNTY, NC PRE L I M I N A R Y NTSBIKE RACK1 NOTE: 1. CONTRACTOR TO COORDINATE WITH OWNER TO DETERMINE PLACEMENT OF SWITCHES, TIMERS OR SHUT-OFF LOCATION(S). 2. PRODUCT SWITCH, TIMER AND SHUT-OFF HEIGHT AND LOCATIONS TO BE INSTALLED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES. 2. CONTRACTOR TO SUPPLY ALL NECESSARY COMPONENTS (INCLUDING BUT NOT LIMITED TO THE ELECTRONIC IGNITER, INITIAL PROPANE TANK, PROPANE CONNECTION). 3. FIRE PIT TO BE INSTALLED BY THE APPROPRIATE LICENSED INDIVIDUAL IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES. IGNITER AND PROPANE VALVE SHALL BE ELECTRONIC. COORDINATE ANY DESIRED TIMER OR REMOTE ACCESS WITH OWNER. 4. INDIVIDUAL USER ACCEPTS FULL RESPONSIBILITY FOR THE OPERATION OF THIS PRODUCT. CONTRACTOR TO PROVIDE OPERATION AND PROPANE TANK REPLACEMENT INSTRUCTIONS FOR SAFE USE. 5. PLACEMENT OF ANY EXTERNAL PROPANE TANKS ARE TO BE DETERMINED BY OWNER AND SECURED IN ACCORDANCE WITH ALL LOCAL, STATE, AND FEDERAL CODES. FIRE PIT - MODEL OPT- FL42EKIT COLOR: TBD BY OWNER NTSSEATING WALL2NTSFIRE PIT 4 NTSBIKE RACK LAYOUT3NTSPET WASTE STATION5 NTSWASTE BIN6 NTSHAMMOCK AND HAMMOCK STAND7 AMENITY SITE DETAILS C11.13 N/A 0 04245-0085 ES TSM 08/07/2025 GHS/ TSM ES 90% SET AS SHOWN ORIGINAL DURACORD ROPE HAMMOCK MANUFACTURED BY PAWLEY'S ISLAND HAMMOCKS COLOR TAN ITEM# 12DCTAN ROMAN ARC 7-PLY DELUXE CYPRESS 15FT WOOD HAMMOCK STAND MANUFACTURED BY PAWLEY'S ISLAND HAMMOCKS COLOR CANYON BROWN ITEM# SARBR 8/12/2025 NTSDRAINAGE STRUCTURE STEPS1 NTSMANHOLE FRAME AND COVER2 DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 8020 Tower Point Drive Phone: (704)841-2588, Fax: (704)841-2567 Charlotte, North Carolina 28227 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA16.0 - STORM WATER DETAILS.DWG ---- 08/08/2025 16:05:17 SIDBURY 187 CASITAS NEW HANOVER COUNTY, NC PRE L I M I N A R Y STORM WATER DETAILS C16.11 N/A N/A 0 04245-0085 ES TSM 08/07/2025 GHS/ TSM ES 95% BID SET NTSCHANNEL POOL DRAIN7 NTSTRENCH DRAIN DETAIL3NTSYARD DRAIN - INLINE6 NTSYARD DRAIN GRATE 4 NTSYARD DRAIN DRAINAGE BASIN 5 NTSHP STORM DRAIN - INSTALLATION NOTES8 8/12/2025 NTSDROP INLET FRAME & GRATE - FOR USE ON STD. DWGS 840.14 & 840.153 NTSANCHORAGE FOR FRAMES - BRICK/CONCRETE/PRECAST CONCRETE4 NTSTRAFFIC BEARING PRECAST DRAINAGE STRUCTURE5 NTSPRECAST MANHOLE 4', 5', AND 6' DIAMETER - 12" THRU 48" PIPE6 NTSCONCRETE JUNCTION BOX1 NTSCONCRETE DROP INLET - 12" THRU 30" PIPE2 STORM WATER DETAILS C16.12 N/A N/A 0 04245-0085 ES TSM 08/07/2025 GHS/ TSM ES 95% BID SETDESCRIPTIONSDATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 8020 Tower Point Drive Phone: (704)841-2588, Fax: (704)841-2567 Charlotte, North Carolina 28227 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA16.0 - STORM WATER DETAILS.DWG ---- 08/08/2025 15:28:30 SIDBURY 187 CASITAS NEW HANOVER COUNTY, NC PRE L I M I N A R Y 8/12/2025 EQUAL TO THE PLANT SPACING AS SPECIFIED (TYP.) GENERAL NOTES: A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT. B.THE BOTTOM OF SHRUB ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH. C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS. E.REFER TO GRADING PLANS FOR MOUND HEIGHTS. 6" M I N . 6" M I N . PLANT SPACING AS SPECIFIED (TYP.) PLANT SPACING CHART SPACING (A)ROW OFFSET (B) 1'-0" O.C.10" O.C. 1'-6" O.C.1'-4" O.C. 2'-0" O.C.1'-9" O.C. 2'-6" O.C.2'-2" O.C. 3'-0" O.C.2'-7" O.C. 3'-6" O.C.3'-0" O.C. 4'-0" O.C.3'-6" O.C. SPACING (A)ROW OFFSET (B) 5'-0" O.C.4'-4" O.C. 6'-0" O.C.5'-2" O.C. 7'-0" O.C.6'-1" O.C. 8'-0" O.C.6'-11" O.C. 9'-0" O.C.7'-10" O.C. 10'-0" O.C.8'-8" O.C. A B PLANT SPACING PLAN A TOPSOIL SHRUB AS SPECIFIED PER LANDSCAPE PLAN(S) NATIVE SUBGRADE ADJACENT TURF AREA, REFER TO PLANTING PLAN FOR LOCATIONS NATIVE SOIL, TILL SOIL TO A 6" MIN. DEPTH MULCH AS SPECIFIED, KEEP 4" AWAY FROM TREE TRUNK ROOT CROWN TO BE SET 2" ABOVE EXISTING GRADE MIN. 4" DEEP SHOVEL DUG "V" TRENCH, SEE LANDSCAPE PLAN FOR LOCATIONS SHRUB ROOT BALL PLANTING BED EDGE SHRUB SECTION 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° 4" DEEP SHOVEL DUG "V" TRENCH, SEE LANDSCAPE PLAN FOR LOCATIONS "ARBORTIE" HEAVY DUTY TREE GUY STRAPPING, COLOR TO BE GREEN, 900LB BREAK STRENGTH, SLACK STRAP LIGHTLY TO ALLOW SLIGHT MOVEMENT IN TREE NATIVE SUBGRADE TREE AS SPECIFIED PER LANDSCAPE PLAN(S) MULCH AS SPECIFIED, KEEP 6" AWAY FROM TREE TRUNK LOOP STRAPPING JUST ABOVE FIRST LIMB AND AROUND CENTRAL LEADER, REFER TO MANUFACTURER'S RECOMMENDATION FOR TYING METHOD PULL BACK TOP 14 OF BURLAP, TWINE TIES AND WIRE BASKET, LEAVE REMAINDER AROUND ROOT BALL FINISH GRADE 2" X 2" X 30" UNTREATED LUMBER STAKES (TYP.), (3) TOTAL EQUALLY SPACED AROUND TREE, INSTALL OUTSIDE OF ROOTBALL AND BACKFILLED SOIL MIXTUREBALLED AND BURLAP ROOT BALL TOPSOIL ROOT FLARE TO BE SET 2" ABOVE EXISTING GRADE PREVAILING WINDS STAKE TRUNK COMPACTED NATIVE SOIL PEDESTAL SECTION NATIVE SOIL, TILL SOIL TO A 6" MIN. DEPTH GENERAL NOTES: A.SCARIFY BOTTOM AND SIDES OF PLANTING PIT. B.THE BOTTOM OF GROUND COVER ROOT BALLS SHALL NOT PROJECT INTO THE NATIVE SUBGRADE . LARGER PLANTS WILL REQUIRE ADDITIONAL TOPSOIL DEPTH. C.BACKFILL PLANTING PITS WITH TOPSOIL MIXTURE AS SPECIFIED, INSTALL IN 6" LAYERS, HAND TAMP TO REMOVE VOIDS AND WATER EACH LAYER D.ALL ROOT BALLS REMOVED FROM CONTAINERS SHALL BE SCARIFIED BY HAND PRIOR TO PLACEMENT AND BACKFILLING WITH PREPARED SOILS. HAND TOOLS SHALL NOT BE USED TO SCARIFY ROOT BALLS. 6" M I N . FO R M M O U N D E D B E D WI T H N A T I V E T I L L E D S O I L PR I O R T O P L A N T I N G PLANT SPACING CHART SPACING (A)ROW OFFSET (B) 6" O.C.5" O.C. 8" O.C.7" O.C. 12" O.C.10" O.C. 15" O.C.1'-1" O.C. 18" O.C.1'-4" O.C. SPACING (A)ROW OFFSET (B) 24" O.C.1'-9" O.C. 36" O.C.2'-7" O.C. 4'-0" O.C.3'-6" O.C. 5'-0" O.C.4'-4" O.C. 6'-0" O.C.5'-2" O.C. A B 2 PLANT SPACING PLAN A 4 TOPSOIL PER SPECIFICATIONS SHRUB AS SPECIFIED PER LANDSCAPE PLAN(S) NATIVE SUBGRADE ADJACENT TURF AREA, REFER TO PLANTING PLAN FOR LOCATIONS NATIVE SOIL, TILL SOIL TO A 6" MIN. DEPTH MULCH AS SPECIFIED, KEEP 4" AWAY FROM TREE TRUNK ROOT CROWN TO BE SET 2" ABOVE EXISTING GRADE MIN. GROUND COVER ROOT BALL 4" DEEP SHOVEL DUG "V" TRENCH, SEE LANDSCAPE PLAN FOR LOCATIONS EQUAL TO THE PLANT SPACING AS SPECIFIED (TYP.) PLANT SPACING AS SPECIFIED (TYP.) SECTION 1" M I N . 4" MIN. 2 - RHY WHI34 - LOB SIP11 - EUP FIS 12 - RHY WHI 4 - LOB SIP 40'-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 PERMANENT POOL ELEVATION POND UP SLOPE VA R I E S , SE E PL A N MAINTENANCE BENCH TYPICAL PLANTING PLAN CYN-DAC 1.ALL EXISTING VEGETATION THAT IS USED TO MEET LANDSCAPING REQUIREMENTS, ALL REQUIRED PLANTED LIVING MATERIAL, AND ALL REQUIRED BERMS SHALL BE MAINTAINED BY THE OWNER OF THE PROPERTY ON A CONTINUING BASIS. ANY PLANTED MATERIAL WHICH BECOMES DAMAGED OR DISEASED OR DIES SHALL BE REPLACED BY THE OWNER WITHIN 60 DAYS OF THE OCCURRENCE OF SUCH CONDITION. IF, IN THE OPINION OF THE ZONING ADMINISTRATOR THERE ARE SEASONAL CONDITIONS WHICH WILL NOT PERMIT THE TIMELY REPLACEMENT OF THE VEGETATION (E.G. TOO HOT OR TOO COOL FOR SUCCESSFUL REPLANTING) THIS REQUIREMENT MAY BE ADMINISTRATIVELY WAIVED UNTIL A TIME CERTAIN WHEN THE REPLANTING WOULD BE SUCCESSFUL. 2.VERIFICATION OF TOTAL LANDSCAPE MATERIAL QUANTITIES AS SHOWN ON THE LANDSCAPE PLANS AND IN THE PLANT SCHEDULE SHALL BE THE RESPONSIBILITY OF THE LANDSCAPE CONTRACTOR. THE LANDSCAPE ARCHITECT SHALL BE NOTIFIED OF ANY DISCREPANCIES PRIOR TO FINAL BIDDING OR INSTALLATION. 3.ALL PLANTING TYPES SHALL COMPLY WITH LOCAL GOVERNING CODES AND REGULATIONS, CONFORM TO REQUIREMENTS OF PLANT LIST AND TO THE AMERICAN ASSOCIATION OF NURSERYMEN "AMERICAN STANDARD OF NURSERY STOCK" AND "HORTICULTURAL STANDARDS" AS TO SPECIES, AGE, SIZE, AND PLANTING RECOMMENDATIONS. 4.LANDSCAPE MATERIAL PLACED IN PREPARED HOLES SHALL BE PROPERLY BACKFILLED PRIOR TO THE END OF THE WORKING DAY. 5.ALL SAUCERS SHALL BE SOAKED WITH WATER AND MULCHED IMMEDIATELY FOLLOWING INSTALLATION. 6.LANDSCAPE ARCHITECT SHALL APPROVE ANY ON-SITE PLANT STORAGE AREA FOR ACCESSIBILITY, SHADE CONDITIONS, HEALING-IN MULCH MATERIAL AND TEMPORARY WATERING METHODS. 7.ALL ROPE AND WRAPPING TWINE SHALL BE CUT AND REMOVED FROM AROUND THE UPPER PARTS OF THE ROOT BALL. METAL BASKET WIRES AND BURLAP SHALL BE PULLED BACK AND TUCKED UNDER THE EDGES OF THE SAUCER RINGS ON ALL TREES AND LARGE SHRUBS. ALL SYNTHETIC BURLAP SHALL BE REMOVED FROM PLANT BALLS PRIOR TO BACK FILLING. 8.ALL PLANT BEDS OR RAISED SAUCER RINGS SHALL BE EDGED WITH SMOOTH, CONTINUOUS CURVES. 9.ALL PLANT MATERIAL SHALL BE PLANTED AT HEIGHTS AND WIDTHS AS ILLUSTRATED IN PLANTING DETAILS. 10.TREE GUYING SHALL BE PERFORMED WITHIN A WEEK OF PLANTING. THE LANDSCAPE CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL TREE GUYING STRAPPING AND STAKES AFTER THE FIRST FULL GROWING SEASON OR ONE YEAR, WHICH EVER COMES FIRST. 11.CONTRACTOR SHALL VERIFY LOCATIONS OF UNDERGROUND UTILITIES PRIOR TO PLANTING. UTILITIES PRIOR TO PLANTING. 12.ANY EXPOSED OR UNCOVERED LINES SHALL BE SHOWN TO GENERAL CONTRACTOR PRIOR TO BACKFILLING. 13.ALL PLANT BEDS AND RAISED SAUCER RINGS SHALL BE GRADED TO PROVIDE ADEQUATE DRAINAGE AND SHALL BE MULCHED AS SPECIFIED. 14.ALL MATERIALS, PLANTING AND LANDSCAPE WORK SHALL CONFORM TO THE CURRENT MUNICIPAL AUTHORITIES STANDARD SPECIFICATIONS AND DETAILS. 15.ALL LANDSCAPE AREAS THAT ARE NOT PLANTED, MULCHED OR PAVED SHALL BE SEEDED OR SODDED. 16.FIRST YEAR PRUNING OF TREE CROWN SHALL BE LIMITED TO REMOVAL OF DEAD & DAMAGED WOOD. 17.TREE PROTECTION FENCE SHALL BE INSTALLED, INSPECTED AND APPROVED PRIOR TO CLEARING, GRADING AND CONSTRUCTION ACTIVITY OR ISSUANCE OF ANY RELATED PERMITS. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING. 18.MULCH LINE SHALL CONSIST OF SMOOTH CONTINUOUS CURVES. 19.ALL TREES NOT WITHIN A PLANT BED SHALL BE TREATED WITH A 6' DIAMETER MULCH RING TYPICAL, UNLESS OTHERWISE INDICATED ON THE PLANTING PLANS. 20.TREES SHALL BE LOCATED A MINIMUM OF 5 FEET FROM SEWER/WATER CONNECTIONS OR AS OTHERWISE DICTATED BY LOCAL REGULATIONS. CONTRACTOR SHALL BE LIABLE FOR DAMAGE TO ANY AND ALL PUBLIC OR PRIVATE UTILITIES. 21.SUBSTITUTIONS OF PLANT MATERIALS SPECIFIED CAN ONLY OCCUR WITH PRIOR APPROVAL BY LANDSCAPE ARCHITECT. 22.ESTABLISH PLANT BED CONFIGURATION. LANDSCAPE ARCHITECT TO APPROVE BED LAYOUT IN FIELD. 23.AREAS DAMAGED BY ACTIVITIES OF CONTRACTOR SHALL BE RE-ESTABLISHED TO PRE-DISTURBANCE CONDITION AT NO ADDITIONAL COST TO THE OWNER. 24.USE HERBICIDES, PESTICIDES, AND FERTILIZER IN A MANNER CONSISTENT WITH THE FEDERAL INSECTICIDE, FUNGICIDE, AND RODENTICIDE ACT AND IN ACCORDANCE WITH LABEL RESTRICTIONS. 25.CONTRACTOR SHALL INSURE THAT ALL PLANT MATERIAL IS FREE OF FIRE ANTS PRIOR TO INSTALLATION. 26.LANDSCAPE ARCHITECT OR OWNER SHALL APPROVE PLACEMENT OF TREES PRIOR TO PLANTING. 27.STREET TREES SHALL BE MAINTAINED TO PROVIDE 13’-6” CLEAR HEIGHT FOR THE PORTION OF THE TREE CANOPY THAT EXTENDS OVER THE VEHICULAR NETWORK. 28.STREET TREES SHALL BE LOCATED A MINIMUM OF 15 FEET FROM STREETLIGHTS. 29.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC. 30.DEEPROOT ROOT BARRIER OR APPROVED EQUAL SHALL BE INSTALLED AT ALL STREET TREE LOCATIONS AND WHERE A TREE IS WITHIN 10' OF A UTILITY OR HARDSCAPE. THE ROOT BARRIER SHALL BE INSTALLED ACCORDING TO MANUFACTURER RECOMMENDATION. QTY BOTANICAL / COMMON NAME CONTAINER SIZE HEIGHT SPACING REMARKS TREES 6 GLEDITSIA TRIACANTHOS INERMIS `SHADEMASTER` SHADEMASTER HONEY LOCUST B & B 2" CAL.12`-14` HT.SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED 3 NYSSA SYLVATICA 'SPARKLER' SOUR GUM NARROW FORM B & B 2" CAL.10`-12` HT.SINGLE DOMINANT LEADER, UNIFORM CANOPY & MATCHED QTY BOTANICAL / COMMON NAME SIZE HEIGHT SPREAD SPACING REMARKS SHRUBS 37 ILEX VOMITORIA `NANA` DWARF YAUPON 3 GAL.15"-18" HT.18"-24" SPD.2.5` O.C.UNIFORM HEAD & MATCHED 48 PENNISETUM ALOPECUROIDES `HAMELN` HAMELN DWARF FOUNTAIN GRASS 3 GAL.12"-15" HT.12"-15" SPD.2` O.C.MATCHED 8 PITTOSPORUM TOBIRA `WHEELER`S DWARF` DWARF PITTOSPORUM 3 GAL.18"-24" HT.18"-24" SPD.4` O.C.UNIFORM HEAD & MATCHED 17 RHAPHIOLEPIS INDICA `ALBA` WHITE INDIAN HAWTHORN 7 GAL.24"-30" HT.24"-30" SPD.4` O.C.UNIFORM HEAD & MATCHED QTY BOTANICAL / COMMON NAME SPACING REMARKS GROUND COVERS 86 CAREX DIVULSA GRASSLAND SEDGE 24" o.c.MATCHED 13,353 SF CYNODON DACTYLON BERMUDA GRASS SEE DETAIL 5 SHEET CE501 165 LIRIOPE MUSCARI `BIG BLUE` LIRIOPE 15" o.c.MATCHED PLANT SCHEDULE AMENITY - CODE 04245-0085 ---- AEH AEH TSM TSM NTS -- 08-07-2025 C17.11 AMENITY LANDSCAPE DETAILS - AMENITY ---- NTSTYPICAL TREE PLANTING1 NTSTYPICAL SHRUB PLANTING2 NTSTYPICAL GROUND COVER PLANTING3 NTSTYPICAL VEGETATIVE SHELF PLANTING4 NTSPLANT SCHEDULE5 NTSGENERAL LANDSCAPE NOTES6 NOTE: MULCH SHALL BE SHREDDED HARDWOOD, DYED BROWN, SPREAD AT THICKNESS OF 3" DEEP ACROSS PLANTING AREAS. DECORATIVE STONE SHALL SHALL BE USED INSIDE POOL FENCE AREA. DESCRIPTIONS DATEREV.NO. REVISIONS SCALE HORIZONTAL: VERTICAL: SEAL STATUS: DRAWN PROJ. MGR. DESIGNED CHECKED DATE: MCE PROJ. # SEAL www.mckimcreed.com License: F-1222 DRAWING NUMBER REVISION 8020 Tower Point Drive Phone: (704)841-2588, Fax: (704)841-2567 Charlotte, North Carolina 28227 I:\04245\0085\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CA17.0 - LANDSCAPE DETAILS.DWG ---- 08/07/2025 18:15:17 SIDBURY 187 CASITAS NEW HANOVER COUNTY, NC PRE L I M I N A R Y 8/12/2025