HomeMy WebLinkAboutSigned Approved Site Plans- Sea Glass HarX
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VICINITY MAP4
CAROLINA BEACH RD, WILMINGTON, NC
LOCATION MAP2
SHEET INDEX1PROJECT INFORMATION3
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SITE PLAN APPROVAL - MAJOR SUBDIVISION APPLICATION REVIEW DRAWINGS
05/07/2025
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SEA GLASS HARBOUR
SHEET LIST TABLE
Sheet Number Sheet Title
C1.0 COVER
C1.1 GENERAL NOTES
C2.0 SITE SURVEY
C2.1 EXISTING CONDITIONS & DEMOLITION
C2.2 TREE REMOVAL PLAN
C3.0 SITE PLAN - OVERALL
C3.1 SITE PLAN - ENLARGED
C3.2 SITE PLAN - ENLARGED
C3.3 SITE PLAN - ENLARGED
C3.4 LOT TABLES
C3.5 ROADWAY CLASSIFICATIONS
C4.0 EROSION CONTROL - STAGE 1
C5.0 EROSION CONTROL - STAGE 2
C7.0 GRADING & DRAINAGE - OVERALL
C7.1 GRADING & DRAINAGE - ENLARGED
C7.2 GRADING & DRAINAGE - ENLARGED
C7.3 GRADING & DRAINAGE - ENLARGED
C8.0 UTILITY PLAN - OVERALL
C8.1 UTILITY PLAN - ENLARGED
C8.2 UTILITY PLAN - ENLARGED
C8.3 UTILITY PLAN - ENLARGED
C9.0 ONSITE ROADWAY PLAN & PROFILE
C9.1 ONSITE ROADWAY PLAN & PROFILE
C9.2 ONSITE ROADWAY PLAN & PROFILE
C9.3 ONSITE ROADWAY PLAN & PROFILE
C9.4 ONSITE ROADWAY PLAN & PROFILE
C9.5 ONSITE ROADWAY PLAN & PROFILE
C9.6 ONSITE ROADWAY PLAN & PROFILE
C9.7 ONSITE ROADWAY PLAN & PROFILE
C9.8 ONSITE ROADWAY PLAN & PROFILE
C9.9 ONSITE ROADWAY PLAN & PROFILE
C9.10 OFFSITE ROADWAY CROSS SECTIONS
C9.11 TYPICAL ROAD CROSS SECTIONS
C9.12 TYPICAL ROAD CROSS SECTIONS
C10.0 LANDSCAPE PLAN - OVERALL
C10.1 LANDSCAPE PLAN - ENLARGED
C10.2 LANDSCAPE PLAN - ENLARGED
C10.3 LANDSCAPE PLAN - ENLARGED
C11.0 SITE DETAILS
C11.1 SITE DETAILS
C11.2 SITE DETAILS
C12.0 EROSION CONTROL DETAILS
C12.1 EROSION CONTROL DETAILS
C12.2 EROSION CONTROL DETAILS
C13.0 GRADING AND DRAINAGE DETAILS
C13.1 GRADING AND DRAINAGE DETAILS
C13.2 GRADING AND DRAINAGE DETAILS
C14.0 UTILITY DETAILS
C14.1 UTILITY DETAILS
C14.2 UTILITY DETAILS
C15.0 OFFSITE ROADWAY DETAILS
C15.1 OFFSITE ROADWAY DETAILS
C16.0 SCM 1 PLAN AND DETAILS
C16.1 SCM 2 PLAN AND DETAILS
C18.0 LANDSCAPE DETAILS
C18.1 LANDSCAPE DETAILS
PROJECT SITE
BOZEMAN RD
SALIENT POINT
MCQUILLAN DR
PROJECT NAME:
SEA GLASS HARBOUR
DEVELOPER: CHRIS MURRAY & J.P. GILLMEISTER
SUNSET COVE, LLC
P.O. BOX 1525
CORNELIUS, NC 28031
JP@VULCANPG.COM
ENGINEER: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
PHONE: 910.343.1048
MATT HOURIHAN, PE
MHOURIHAN@MCKIMCREED.COM
LANDSCAPE ARCHITECT: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
PHONE: 910.343.1048
TIM CLARK, PLA
TCLARK@MCKIMCREED.COM
SURVEYOR: MCKIM & CREED, INC
243 N. FRONT ST. WILMINGTON, NC 28401
PHONE: 910.343.1048
MATT ROBERTS, PLS
MROBERTS@MCKIMCREED.COM
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DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C1.1 GENERAL NOTES.DWG ---- 05/07/2025 13:33:02
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SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C1.1
GENERAL NOTES
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
LEGEND AND NOTES1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
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MPH
AS SHOWN
AS SHOWN
05/07/2025
C1.1
GENERAL NOTES
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
CONSTRUCTION NOTES
1.CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2.CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING UTILITIES FROM THE
APPROPRIATE PARTIES PRIOR TO CONSTRUCTION.
3.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAGMEN, ETC. AS NECESSARY TO ENSURE
SAFETY TO THE PUBLIC.
4.THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS REGARDING PIPES, CONDUITS,
TELEPHONE LINES, AND OTHER STRUCTURES AND CONDITIONS WHICH EXIST ALONG THE LINES OF WORK AND
BELOW THE SURFACE OF THE GROUND. THE OWNER AND ENGINEER DISCLAIM ANY RESPONSIBILITIES FOR THE
ACCURACY OR COMPLETENESS OF SAID INFORMATION, AND SUCH INFORMATION IS BEING SHOWN ONLY FOR THE
CONVENIENCE OF THE CONTRACTOR WHO MUST VERIFY THE INFORMATION TO HIS OWN SATISFACTION DURING THE
BIDDING AND CONSTRUCTION PHASES. IF THE CONTRACTOR RELIES ON SAID INFORMATION, HE DOES SO AT HIS
OWN RISK. THE GIVING OF THE INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR
OF HIS OBLIGATIONS TO SUPPORT AND PROTECT ALL PIPES, CONDUITS, TELEPHONE LINES, AND OTHER
STRUCTURES, WHETHER ABOVE OR BELOW GRADE.
5.SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT THE CONTRACTOR'S
EXPENSE.
6.THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF UNDERGROUND UTILITIES. TEST
PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF NECESSARY, SHALL BE COORDINATED WITH THE OWNER.
7.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, PROJECT SPECIFICATIONS,
AND LOCAL BUILDING CODES.
8.ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE AND STABILIZED WITH
TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL
SETTLEMENT SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.)
9.WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER OVER THE PIPES BELOW PROPOSED
GRADE UNLESS SHOWN OTHERWISE ON THESE PLANS OR DIRECTED OTHERWISE BY THE ENGINEER.
10.ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET AND ADJUSTED TO FINISHED GRADE.
11.THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH TEMPORARY AND PERMANENT.
12.THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR TO STAKING OUT
CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO
PROCEEDING WITH WORK.
13.ANY PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED SOLELY AT THE
CONTRACTOR'S EXPENSE.
14.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PLANS.
15.FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF CURB AND SHALL HAVE A CLEAR
SPACE OF 3 FEET FROM ANY PERMANENT STRUCTURE PER CFPUA STANDARDS.
16.ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS 1016 AND 1018 OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES.
SEE SECTION FOR PLACEMENT AND COMPACTION INFORMATION.
17.THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM
AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES
DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE
PIPE(S).
18.EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING UNDERCUT EXCAVATION SHALL NOT
BE USED AS FILL MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S
EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL.
19.ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL OF ORGANIC
MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT
PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL.
20.THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF-SITE SPOIL AREAS FOR DISPOSAL OF EXCESS AND/OR
UNSUITABLE MATERIALS AS NECESSARY. OFF-SITE SPOIL AREAS MUST BE SUBMITTED TO THE ENGINEER AND
APPLICABLE REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS DESIGNATED AS
WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION
TO THE ENGINEER THAT NO WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR
MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING
NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY THE
APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF-SITE SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO
THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING THE OFF-SITE SPOIL AREAS.
ALL COSTS FOR PROCURING AND UTILIZING THE OFF-SITE SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID.
UTILITY COMPANY CONTACTS
DUKE/PROGRESS ENERGY: SID LIVINGSTON/MARK HATFIELD (910) 452-2777
DUKE ENERGY (TRANSMISSION): BILL WILDER (910) 772-4903
AT&T: JAMES BATSON (910) 452-5300
SPECTRUM: ROBERT JOHN (910) 216-4494
PIEDMONT NATURAL GAS: PAUL GONKA (910) 512-2841
DJ MEDEIROS (910) 431-3233
CAPE FEAR PUBLIC UTILITY AUTHORITY: (910) 332-6550
MATERIALS AND EASEMENT NOTES:
1.ALL CATCH BASINS ARE NCDOT STD 840.02, 840.03
2.ALL DROP INLETS ARE NCDOT STD 840.14, 840.16
3.ALL STORM DRAINAGE PIPING TO BE HP STORM OR HDPE, UNLESS OTHERWISE NOTED
4.ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE CONTAINED
WITHIN A PUBLIC DRAINAGE EASEMENT WHOSE WIDTH IS DETERMINED BY THE DEPTH OF BURY
5.ALL SANITARY SEWER LINES AND WATERLINES SHALL BE C-900 PVC, UNLESS OTHERWISE NOTED AND MEET
CAPE FEAR PUBLIC UTILITY SPECIFICATIONS
6.A PUBLIC UTILITY EASEMENT SHALL BE RESERVED WITHIN THE STREET RIGHT-OF-WAY. A 10' NON-MUNICIPAL
EASEMENT SHALL BE RESERVED ALONG BOTH SIDES OF ALL STREETS
7.WATER AND SANITARY SEWER UTILITIES ARE PUBLIC - CAPE FEAR PUBLIC UTILITY AUTHORITY
EXCAVATION, GRADING, AND BACKFILLING NOTES
1.ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENT MATERIAL SHALL BE
COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT,
AS DETERMINED BY THE ASTM D 698 STANDARD PROCTOR TEST METHOD. IN THE EVENT THAT MATERIAL
ENCOUNTERED AT PIPE GRADE, SUBGRADE OF PARKING OR ROADWAYS AND SUBGRADE OF BUILDING
FOUNDATIONS IS FOUND TO BE SOFT, SPONGY, OR IN ANY OTHER WAY UNSUITABLE, THE CONTRACTOR SHALL
NOTIFY THE GEOTECHNICAL ENGINEER IMMEDIATELY. SUCH UNSUITABLE MATERIAL SHALL BE REMOVED TO A
DEPTH AS SPECIFIED BY THE GEOTECHNICAL ENGINEER AND REPLACED WITH A MINIMUM OF SIX (6) INCHES OF
STONE, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
2.BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER INSTALLATIONS, EARTH FILL SHALL BE SOLIDLY
TAMPED AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE (1) FOOT ABOVE THE TOP OF THE PIPE. CARE SHALL
BE TAKEN TO PREVENT ANY DISTURBANCE TO THE PIPE OR DAMAGE TO NEWLY MADE JOINTS. THE FILLING OF
THE TRENCH SHALL BE CARRIED OUT SIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN SUCH A MANNER THAT
INJURIOUS SIDE PRESSURES DO NOT OCCUR.
3.THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE AND OBJECTIONABLE MATERIALS.
BEFORE PLACING ANY BACKFILL, ALL RUBBISH, FORM, BLOCKS, WIRES OR OTHER UNSUITABLE MATERIAL SHALL BE
REMOVED FROM EXCAVATION. THE BACK-FILLING OVER PIPES SHALL BE PLACED IN LAYERS NOT OVER SIX (6)
INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-FIVE (95) PERCENT OF THE MAXIMUM DRY
DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST TO A DEPTH OF 12 INCHES BELOW
FINISHED GRADE. THE LAST 12 INCHES OF BACKFILL SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK
AND COMPACTED TO A MINIMUM DENSITY OF NINETY-EIGHT (98) PERCENT OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST.
STORM DRAINAGE AND GRADING NOTES
1.IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES REGULATIONS, AND NCDENR REQUIREMENTS,
STORMWATER DISCHARGE OUTFALLS SHALL BE INSPECTED BY THE CONTRACTOR. INSPECTIONS SHALL BE
PERFORMED BY THE CONTRACTOR AFTER EACH STORM EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLY
INSPECTION MINIMUM. NCDENR STANDARD INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH
COPIES PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE CONTRACTOR.
2.INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE CONSTRUCTED TO FINAL
PROPOSED CONDITION UPON STABILIZATION OF CONTRIBUTING GROUND SURFACES AND REMOVAL OF SEDIMENT
FROM STORM PIPES.
3.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR
TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION
SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY
ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
4.UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONS NOTED ON PLANS INDICATE FINISHED GRADE OR
PAVEMENT SURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE INDICATED.
5.COORDINATION WITH CITY SURVEYOR TO DETERMINE MONUMENTATION IS REQUIRED. NOTE ON PLANS.
6.CONTRACTOR TO COORDINATE WITH CITY OF WILMINGTON CONSTRUCTION INSPECTOR TO ENSURE EDGE OF
CATCH BASIN GRATES ALIGN WITH TRAVEL LANE AS REQUIRED.
NOTE (G.S. 113A-57 (2))
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES
LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION.
EROSION CONTROL NOTES
1.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION
OF STATE LAW AND IS SUBJECT TO A FINE. ANY BUILDER THAT ANTICIPATED THE DISTURBANCE OF
MORE THAN ONE ACRE WILL BE REQUIRED TO GET AN EROSION CONTROL PERMIT FROM NEW
HANOVER COUNTY.
3.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
4.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF NEW HANOVER COUNTY.
5.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
6.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER,
AND OWNER.
7.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, MULCHED,
AND TACKED.
8.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR,
AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
9.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE PRIOR TO
ANY RAIN EVENT.
FIRE PROTECTION NOTES
1.FIRE SPRINKLERS WILL BE PROVIDED FOR BUILDING.
2.HYDRANT MUST BE WITHIN 150' OF THE FDC.
3.THE FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.
4.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE
SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.
5.HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
6.COMBUSTIBLE MATERIALS MAY NOT BE STORED OR ERECTED ONSITE WITHOUT CITY FIRE INSPECTOR
APPROVAL.
7.NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDING(S).
8.UNDERGROUND FIRE LINE AND PRIVATE WATER MAINS MUST BE PERMITTED AND INSPECTED BY NEW HANOVER
COUNTY FIRE DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT NEW HANOVER
COUNTY FIRE DEPARTMENT AT 910-798-7420.
9.A MINIMUM OF 5' SHALL SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER MAINS FROM UNDERGROUND
UTILITIES
10.CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING
CONSTRUCTION.
11.ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALL TIMES.
12.FIRE HYDRANTS ARE TO BE INSTALLED PER CFPUA SPECIFICATIONS.
EROSION CONTROL MAINTENANCE PLAN:
1.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED, AS NECESSARY,
EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF (0.5) INCH OR GREATER RAINFALL.
2.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS
HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN
ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES
SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
3.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP.
THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
4.ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5.STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR
SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY TOP DRESSED WITH 2
INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL
FROM PAVEMENT, AS REQUIRED.
6.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (12 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER
DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION
ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT
ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES
CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT
LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO
MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
7.INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO
ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED
SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
8.CHECK THE SEDIMENT BASIN EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND
INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
9.INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT.
CLEAR THE DANDY SACKS OF SEDIMENT AND THE MESH WIRE OF ANY DEBRIS Or OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. INLET PROTECTION SHOULD BE
CLEANED OUT WHEN IT IS HALF FULL.
10.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT
DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING
CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE
CONTRIBUTING DRAINAGE AREAS HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
11.INSPECT THE SKIMMER FOR CLOGGING. PULL THE SKIMMER TO THE SIDE OF THE BASIN AND REMOVE ANY
DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER AND THE ARM OR BARREL PIPE FOR CLOGGING; IF
CLOGGED, REMOVE THE DEBRIS.
12.INSPECT PERMANENT AND TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIATELY STABILIZE IT.
13.INSPECT WATTLES ONCE A WEEK AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT
AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG
THE CHANNEL WHEN NEEDED. CORRECT ALL DAMAGE FROM SUBMERGENCE AND DEPOSITION ABOVE THE
CHECK DAM / WADDLE AND EROSION FROM HIGH FLOWS AROUND EDGES OF DAM IMMEDIATELY.IF
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION
OF THE CHANNEL PER NCDENR PRACTICE 6.31. REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO THE CHANNEL VEGETATION/LINING, ALLOW THE CHANNEL TO DRAIN
THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE
DAM / WADDLE. ADD STONES TO CHECK DAMS AND REPAIR/REPLACE WATTLES AS NEEDED TO MAINTAIN
DESIGN HEIGHT AND CROSS SECTION.
14.INSPECT SILT FENCE ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT IMMEDIATELY. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE
WHEN IT BECOMES ABOUT 0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS
NECESSARY TO MAINTAIN A BARRIER.
15.INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OF IF STONES HAVE
BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR OR
REPLACE RIPRAP AS REQUIRED TO MAINTAIN EFFECTIVENESS. CONTROL WEED AND BRUSH GROWTH AS
NEEDED.
16.IF PROPOSED STORMWATER CONTROL MEASURES ARE USED AS SEDIMENT BASINS DURING
CONSTRUCTION, THEN PRIOR TO SCM CERTIFICATION THE CONTRACTOR SHALL CLEAN THE SEDIMENT
FROM THE SCM, INSTALL FOREBAY BERM, INSTALL EMERGENCY OUTFALL MEASURES, AND GENERALLY
BRING THE SCM INTO COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND NCDEQ RULES AND
REGULATIONS.
17.INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT
FROM THE FLOW AREA AND REPAIR THE DIKE. CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO
AVOID GULLY FORMATION. WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY
STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL
SURFACE.
DEMOLITION NOTES
1.THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD DEMOLITION CONDITIONS.
2.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED DEBRIS ASSOCIATED WITH THE
PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
3.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE WORK, INCLUDING BUT NOT
LIMITED TO DEMOLITION AND CONSTRUCTION ACTIVITIES, SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS.
4.THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO BEGINNING ANY
DEMOLITION. CONTRACTOR SHALL CONTACT NC ONE CALL AT LEAST 72 HOURS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
5.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON FIELD
SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S
REPRESENTATIVE AND ENGINEER IMMEDIATELY.
6.THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING AND ABANDONING ALL EXISTING
UTILITIES WITH THE OWNER UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND ASSOCIATED PIPING, ETC. NOT
IN USE ON THE SITE SHALL BE PROPERLY ABANDONED AND REMOVED AS REQUIRED. COORDINATE WITH THE
OWNER.
7.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT REMAIN IN SERVICE
DURING DEMOLITION.
8.THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES ON AND OFF SITE IN
ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE
CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS RESPONSIBLE FOR PROVIDING THE
PERMANENT STABILIZATION MEASURES AND THE TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING
DEMOLITION AND CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND
ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE
INSPECTION WITH THE OWNER AND ENGINEER PRIOR TO PROJECT CLOSEOUT.
9.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING THE ENGINEER FOR THE REQUIRED
INSPECTIONS ON THE PROJECT.
10.WETLANDS DO EXIST ON SITE. WETLANDS WILL NOT BE DISTURBED DURING CONSTRUCTION OF THIS PROJECT.
UTILITY NOTES
1.SCHEDULE A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY 48 HOURS
PRIOR TO CONSTRUCTION OF WATER AND SEWER LINES.
2.WATER AND SANITARY SEWER UTILITY MAINS ARE PRIVATE BEYOND THE PUBLIC STREET
RIGHT-OF-WAY.
3.THIS PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION CONTROL REQUIREMENTS.
WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND NCDENR HAS
ISSUED THE "FINAL APPROVAL".
4.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA WATER
SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO CFPUA AND APPROVED BY
USCFCCCHR OR ASSE.
5.BACKFLOW PREVENTION AND METERS WILL BE PROVIDED FOR BOTH FIRE LINES (RPDA) AND
DOMESTIC SERVICE (RPZ). FIRE LINE BACKFLOW PREVENTER AND DOMESTIC SERVICE BACKFLOW
PREVENTER WILL BE LOCATED AS SHOWN ON THE UTILITY PLANS. INSTALLER OF BACKFLOW
PREVENTERS MUST CONTACT CFPUA PRIOR TO INSTALLING UNITS TO GIVE CFPUA THE OPTION TO
VERIFY INSTALLATION PROCEDURES.
5.1.REDUCED PRESSURE PRINCIPLE ASSEMBLY FOR DOMESTIC WATER SERVICE
5.2.REDUCE PRESSURE DETECTOR ASSEMBLY WILL BE UTILIZED FOR THE BACKFLOW PREVENTER
ON THE FIRE SERVICE.
6.IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR
THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION
DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
7.WATER: 1.5" AND 2" PVC SERVICES SHALL BE CONSTRUCTED USING ASTM D2241, IPS, GASKETED PIPE,
SDR 21. 4"-12" PVC MAINS AND SERVICES SHALL BE CONSTRUCTED USING AWWA C-900 PVC, CL235
(DR-18). REQUIREMENTS OF AWWA C900 ELASOMERIC PUSH-ON JOINTS.
8.SANITARY SEWER: FOR PIPE SIZES 4" AND 6" PIPE SHALL BE SCH 40 CONFORMING TO THE
REQUIREMENTS OF ASTM D1785 WITH SOLVENT WELD JOINTS CONFORMING TO ASTM D2672. FOR PIPE
SIZES 8" THROUGH 12", PIPE SHALL BE CLASS 150, DR18 CONFORMING TO THE REQUIREMENTS OF
AWWA C900 WITH ELASTOMERIC PUSH-ON JOINTS CONFORMING TO ASTM D3212 OR ASTM D3139.
9.WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S
CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY PUBLIC WATER
SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING CERTIFICATION" ISSUED BY DIVISION OF
WATER QUALITY OF NCDENR.
10.WATERLINE TRACER WIRE: SEE CFPUA DETAIL WD-17.
11.SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER SERVICE TO WITHIN 5 FEET OF
THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE
ARCHITECTURAL BUILDING PLANS.
12.MAXIMUM BENDING RADIUS FOR 8" C-900 PVC WATER MAIN BENDS IS 380' (ONE-HALF
MANUFACTURER'S RECOMMENDED ALLOWABLE LONGITUDINAL BENDING).
13.UNDERGROUND UTILITIES: ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE
SUCH PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER.
UNDERGROUND TERMINAL FACILITIES FOR STREET LIGHTING ALONG THE PUBLIC STREETS ABUTTING
THE SUBJECT SITE SHALL BE INSTALLED BY THE DEVELOPER.
14.MINIMUM OF 36" COVERAGE ABOVE ALL WATERMAINS.
15.MINIMUM OF 36" VERTICAL SEPARATION BETWEEN WATERLINES AND STORMDRAIN CURB INLETS
16.A VARIANCE IS NOT ANTICIPATED FROM ANY NORTH CAROLINA DIVISION OF WATER QUALITY (DWQ)
REQUIREMENT.
17.PLANS ARE IN COMPLIANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY TECHNICAL STANDARDS
AND SPECIFICATIONS.
18.STREET LIGHT LOCATIONS TO BE DESIGNED BY DUKE ENERGY.
RELATION OF WATER MAINS TO SANITARY SEWERS:
1.LATERAL SEPARATION OF SANITARY SEWERS AND WATER MAINS: WATER MAINS SHALL BE LAID AT
LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR
BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE:
1.1.THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR
1.2.THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED
AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE THE TOP OF THE SEWER.
2.CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 24 INCHES ABOVE THE TOP OF THE SEWER MAIN. UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE
WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE OF THE POINT OF CROSSING.
3.CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN
TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS
FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
4.CROSSING A SEWER MAIN/WATER MAIN OVER OR UNDER A STORM DRAIN: WHENEVER IT IS
NECESSARY FOR A SEWER MAIN/WATER MAIN TO CROSS A STORM DRAIN PIPE, THE SEWER
MAIN/WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER
MAIN/WATER MAIN NEAREST TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 24 INCH
CLEAR SEPARATION DISTANCE HORIZONTAL, OR THE SEWER MAIN/WATER MAIN SHALL EITHER BE
CONSTRUCTED OF DUCTILE IRON PIPE OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE
FOR AT LEAST 5 FEET ON EITHER SIDE OF THE CROSSING.
CONSTRUCTION SEQUENCE:
1.OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY.
2.HOLD A PRE-CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3.INSTALL GRAVEL CONSTRUCTION ENTRANCE, COMMENCE CLEARING AND ROUGH GRADING OPERATIONS TO
ESTABLISH TEMPORARY DIVERSION DITCHES, AND SEDIMENT BASINS.
4.ROUGH GRADE ROADWAY AND SITE.
5.INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES.
6.CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER).
7.PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL UNDERGROUND UTILITIES AND
PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE STABILIZED WITH TEMPORARY VEGETATIVE COVER.
8.STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
9.ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE TEMPORARY EROSION
CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND RESTORE TO ORIGINAL DIMENSIONS.
TREE PROTECTION NOTES
1.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE
INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS,
MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
2.NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDE THE PROJECT BOUNDARY
SHOWN ON THE PLANS, UNLESS OTHERWISE NOTED. TREE PROTECTION FENCING IS SHOWN OUTSIDE OF
PROJECT BOUNDARY FOR PROTECTION OF EXISTING TREES IN CLOSE PROXIMITY TO PROPOSED
CONSTRUCTION.
3.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AND
CONTRACTOR SHALL RECEIVE ADEQUATE INSTRUCTIONS ON TREE PROTECTION METHODS.
4.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE
PROTECTION REQUIREMENTS AND METHODS.
5.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS
BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT.
6.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING
AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING
OF MATERIALS WILL OCCUR IN THOSE AREAS.
7.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD AND ANY TREES IN ANY REQUIRED BUFFERS
SHALL BE RETAINED [62.1-3(1) (A) & (B)].
CAPE FEAR PUBLIC UTILITY AUTHORITY CONSTRUCTION PROCEDURE:
1.THE DESIGN ENGINEERING SHALL SUBMIT 3 SETS OF FINAL DESIGN PLANS AND APPROVED SPECIFICATIONS
PRIOR TO SCHEDULING THE PRE-CONSTRUCTION MEETING.
2.SUBMITTALS FOR MATERIALS SHOULD BE MADE IN ACCORDANCE WITH CFPUA SPECIFICATION SECTION 01340.
MATERIAL SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL PHYSICAL ASSETS TO ENSURE THEY COMPLY
WITH CFPUA TECHNICAL SPECIFICATIONS AND DETAILS. THESE SUBMITTALS ARE PROJECT-SPECIFIC, AND
MUST INCLUDE OR HIGHLIGHT ONLY THE SPECIFIC MATERIALS TO BE USED IN THE PROJECT. THE SUBMITTAL
APPROVAL PROCESS IS GENERALLY AS FOLLOWS:
MATERIAL VENDOR FURNISHES SUBMITTALS TO THE CONTRACTOR BASED ON THE PROJECT REQUIREMENTS.
CONTRACTOR REVIEWS THE SUBMITTALS FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION
DRAWINGS, CFPUA TECHNICAL SPECIFICATIONS AND DETAILS, AND FORWARDS TO THE DEVELOPER’S
ENGINEER-OF-RECORD WHEN COMPLETE.
THE DEVELOPER'S ENGINEER-OF-RECORD VERIFIES COMPLIANCE, STAMPS AND SIGNS THE SUBMITTAL, AND
FORWARDS THE PACKAGE TO THE CFPUA CONSTRUCTION MANAGER. IF IT IS DETERMINED THAT THE
MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE ENGINEER SHALL RETURN IT TO THE
CONTRACTOR FOR CORRECTION AND RESUBMISSION AS NOTED ABOVE.
CFPUA’S CONSTRUCTION MANAGER REVIEWS THE SUBMITTAL FROM THE DEVELOPER’S
ENGINEER-OF-RECORD, VERIFIES COMPLIANCE, AND NOTIFIES THE ENGINEER THAT THE MATERIALS ARE
APPROVED FOR CONSTRUCTION. IF IT IS DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS
NOT IN COMPLIANCE, THE SUBMITTAL WILL BE RETURNED TO THE ENGINEER FOR CORRECTION AND
RESUBMISSION AS NOTED ABOVE.
3.ANY REQUEST FOR DEVIATIONS FROM THE STAMPED DRAWINGS AND MATERIAL SUBMITTALS MUST BE
SUBMITTED TO THE CFPUA CONSTRUCTION MANAGER. THE DEVIATION WILL BE REVIEWED BY CFPUA STAFF.
THE ENGINEER, CONTRACTOR AND CFPUA INSPECTOR WILL BE NOTIFIED IF IT IS APPROVED, NEEDS TO BE
REVISED AND RESUBMITTED OR REJECTED. ANY CHANGES TO THE STAMPED CONSTRUCTION DOCUMENTS
MADE IN THE FIELD BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER OF RECORD AND CFPUA
CONSTRUCTION MANAGER. THE CFPUA INSPECTOR CANNOT APPROVE MAJOR CHANGES FROM THE STAMPED
CONSTRUCTION DOCUMENTS.
4.THE CFPUA INSPECTOR SHALL BE NOTIFIED WHEN ANY MATERIAL IS DELIVERED TO THE JOB SITE. THE
CFPUA INSPECTOR WILL VERIFY THAT ALL MATERIALS MEET CFPUA SPECIFICATIONS, DETAILS, AND/OR
APPROVED SUBMITTAL. THE CFPUA INSPECTOR WILL NOTIFY THE CONTRACTOR AND THE CFPUA
CONSTRUCTION MANAGER OF ANY UNAPPROVED MATERIAL, AND THAT THE UNAPPROVED MATERIAL MUST BE
REMOVED FROM THE PROJECT SITE.
5.CONTRACTOR SHALL GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING TO THE ASSIGNED
CFPUA INSPECTOR FOR EACH OF THE FOLLOWING:
-OPERATING A CFPUA VALVE (INCLUDES TAPPING VALVES)
-WHEN BEGINNING CONSTRUCTION AND IF THE CONTRACTOR PULLS OFF THE SITE
-LAYING OUT OF ANY CONNECTION IN EXISTING MANHOLE
-CUTTING IN ANY NEW MANHOLES ON EXISTING LINES
-CORING ANY MANHOLES
-CONNECTING TO AN EXISTING SEWER FORCE MAINS
-CONNECTING ONTO EXISTING WATER LINES
-ANY BORES AND THREADING CARRIER PIPES
-ALL CAMERA WORK, TESTING, CHLORINATION AND WATER SAMPLING
-ALL TESTING
CAPE FEAR PUBLIC UTILITY AUTHORITY TESTING PROCEDURE:
1.ALL STRUCTURES, PRESSURE PIPING AND GRAVITY SEWER PIPING SHALL BE TESTED BY THE
CONTRACTOR AS SPECIFIED IN THE CFPUA SPECIFICATIONS IN ACCORDANCE WITH APPLICABLE
REGULATIONS AND AS DIRECTED BY THE CFPUA INSPECTOR. ALL TESTING MUST BE CONDUCTED IN THE
PRESENCE OF THE CFPUA INSPECTOR. THE CONTRACTOR IS TO GIVE TWO (2) BUSINESS DAYS
NOTIFICATION FOR SCHEDULING, TO THE ASSIGNED CFPUA INSPECTOR FOR ALL TESTING.
2.ALL PRESSURE PIPE LINES MUST BE SUBJECTED TO HYDROSTATIC TESTING IN ACCORDANCE WITH THE
APPROPRIATE CFPUA SPECIFICATION. THESE PIPE LINES SHALL BE TESTED TO 150 PSI FOR A PERIOD OF
TWO (2) HOURS. IF THE PRESSURE DROPS MORE THAN THREE (3) PSI, THE TEST FAILS. REFER TO THE
APPROPRIATE CFPUA SPECIFICATION FOR MORE INFORMATION ON THE PROCEDURE.
3.ALL WATER MAINS AND SERVICES MUST BE FLUSHED, CHLORINATED AND SAMPLED IN ACCORDANCE WITH
THE CFPUA SPECIFICATION 02660 AND AS DIRECTED BY THE CFPUA INSPECTOR.
4.SEWER LINE SEGMENT TESTING: EACH SEWER LINE SEGMENT (THE SEWER MAIN BETWEEN MANHOLES)
SHALL BE TESTED:
THIRTY (30) DAYS AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL SEWER
LINE SEGMENTS AND ALL SERVICES SHALL BE CAMERA INSPECTED AND VIDEO RECORDED. THE CFPUA
INSPECTOR WILL REVIEW THE VIDEO RECORDING FOR ACCEPTANCE.
AS AN ALTERNATIVE TO WAITING THIRTY (30) DAYS TO PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM,
THE CFPUA MAY ACCEPT CERTIFICATION FROM A SOIL TESTING FIR VERIFYING THAT THE BACKFILL OF THE
TRENCH HAS BEEN COMPACTED TO AT LEAST 95% MAXIMUM DENSITY.
AFTER TWO (2) PAPER COPIES OF THE AS-BUILTS HAVE BEEN SUBMITTED TO THE CFPUA INSPECTOR.
AFTER GRAVEL HAS BEEN INSTALLED ON ALL ROADWAYS.
5.VIDEO INSPECTION TESTING: THE CONTRACTOR SHALL PROVIDE A DVD(S) OF EACH SEWER LINE SEGMENT
AND SERVICE LINE TO ENSURE THAT THE LINES MEET MINIMUM STANDARDS. THE DVD(S) WILL BE
REVIEWED IN THE ORDER THEY ARE RECEIVED. THE TYPICAL REVIEW TIME IS GENERALLY TEN (10) TO
FIFTEEN (15) BUSINESS DAYS BUT WILL DEPEND ON THE COMPLEXITY OF THE PROJECT, SIZE, QUALITY OF
THE DVD(S), ETC.
THE MAIN LINE CAMERA INSPECTION MUST HAVE PROJECT NAME, FOOTAGES, MANHOLE NUMBERS, AND
DATES OF INSPECTION.
THE SERVICE LINE CAMERA INSPECTION MUST INCLUDE PROJECT NAME, FOOTAGES, ADDRESS AND/OR
LOT NUMBER, AND DATE OF INSPECTION.THE CAMERA INSPECTION MUST SHOW THE FULL DIAMETER
OF THE PIPE.
THE CAMERA INSPECTION MUST BE PERFORMED UPON COMPLETION OF CLEANING AND POTABLE WATER
INTRODUCED INTO THE SYSTEM TO BE TESTED. ALL DEFECTS IN THE PIPELINE AND APPURTENANCES
SHALL BE REMEDIED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CFPUA AND WILL BE
RE-INSPECTED AS OUTLINED ABOVE.
6.TWO (2) SETS OF AS-BUILT RECORD DRAWINGS SHALL BE PROVIDED IN ACCORDANCE WITH CFPUA
SPECIFICATION SECTION 01720 FOR REVIEW.
18.DITCHES BEHIND DITCH PLUGS ARE INTENDED TO BE BACKFILLED IMMEDIATELY UPON INSTALLATION AND
PRIOR TO ANY RAIN EVENT. AFTER BACKFILL OF THE DITCH HAS OCCURRED, THIS AREA IS TO BE TREATED LIKE
ANY OTHER DISTURBED AREA. IN THE EVENT IT DOES RAIN PRIOR TO BACKFILLING OF THE DITCHES, INSPECT
THE DITCH PLUGS AND THE AREA ADJACENT TO THEM FOR ANY SIGNS OF EROSION. BACKFILL AND COMPACT
ANY AREAS OF FAILURE IMMEDIATELY, REMOVE ANY SEDIMENTATION AND BACKFILL THE DITCHES ONCE
THEY DRY.
19.SILT FENCE OUTLETS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACH RAIN EVENT. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. SHOULD THE STONE BECOME CLOGGED WITH SEDIMENT, IT SHALL BE
CLEANED AND/OR REPACED PRIOR TO THE NEXT STORM EVENT. IF WASHOUT BETWEEN THE STONE AND SILT
FENCE OCCURS, THE AREAS SHALL BE REPAIRED IMMEDIATELY.
20.NO CLASS IV SOILS ACCORDING TO NHC SOILS REPORT.
21.NO SPECIAL FLOOD HAZARD AREAS.
22.ALL COMMON AREAS ARE TO BE MAINTAINED BY HOME OWNER ASSOCIATION.
DESIGN NOTES
1.ALL DESIGN STANDARDS REGARDING ACCESSIBILITY AND CONFIGURATION ABIDE BY NHC UDO
SECTION 5.8.4
2.ALL BLOCKS CONFORM TO REQUIREMENTS STATED IN NHC UDO 6.2.2.A.2.B
3.THE ENGINEER OF RECORD HAS PREPARED THESE PLANS BASED ON WETLAND INFORMATION
AVAILABLE AT THE TIME OF DESIGN, INCLUDING ANY APPLICABLE U.S. ARMY CORPS OF ENGINEERS
(USACE) JURISDICTIONAL DETERMINATION (JD) DOCUMENTS PROVIDED BY THE CLIENT OR
AUTHORIZED REPRESENTATIVE. THESE PLANS ARE NOT INTENDED TO SERVE AS A DELINEATION
OR VERIFICATION OF JURISDICTIONAL WETLANDS OR WATERS OF THE UNITED STATES.
THE CONTRACTOR IS SOLELY RESPONSIBLE FOR ENSURING THAT ALL WORK PERFORMED IN OR
NEAR JURISDICTIONAL WETLANDS COMPLIES FULLY WITH THE CONDITIONS AND BOUNDARIES
ESTABLISHED IN ANY USACE-APPROVED JD AND ANY REQUIRED PERMITS (INCLUDING BUT NOT
LIMITED TO CLEAN WATER ACT SECTION 404/401 PERMITS). ANY UNAUTHORIZED IMPACTS TO
JURISDICTIONAL WETLANDS, WATERS, OR OTHER REGULATED RESOURCES ARE THE SOLE
RESPONSIBILITY OF THE CONTRACTOR AND/OR OWNER, AND NOT THE RESPONSIBILITY OF THE
ENGINEER.
THE ENGINEER SHALL NOT BE HELD LIABLE FOR ANY CONSEQUENCES, ENFORCEMENT ACTIONS,
FINES, OR RESTORATION OBLIGATIONS ARISING FROM THE CONTRACTOR'S FAILURE TO COMPLY
WITH APPLICABLE FEDERAL, STATE, OR LOCAL REGULATIONS GOVERNING WETLAND IMPACTS. THE
CONTRACTOR IS REQUIRED TO COORDINATE WITH THE APPROPRIATE REGULATORY AGENCIES
PRIOR TO INITIATING WORK IN ANY AREA THAT MAY CONTAIN JURISDICTIONAL FEATURES.
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1
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20
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20
1
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1
22
23
05
10
1
5
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1
515
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7
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23
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1
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2 12
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12 12
14
13
13
IPF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
A
E
AE
AE
AE
AE
AE
A
E
AE
A
E
A
E
A
E
AE
AE
AE
AE
AE
AE
AE
AE
A
E
A
E
A
E
AE
AE
AE
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X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
ZO
N
E
X
(
S
H
A
D
E
D
)
ZO
N
E
X
ZON
E
A
E
1
3
ZON
E
A
E
1
3
ZON
E
X
(
S
H
A
D
E
D
)
ZON
E
X
(
S
H
A
D
E
D
)
ZO
N
E
A
E
1
2
ZO
N
E
A
E
1
3
ZO
N
E
A
E
1
3
ZON
E
A
E
1
2
ZO
N
E
A
E
1
2
ZON
E
X
(
S
H
A
D
E
D
)
ZO
N
E
V
E
1
3
ZONE VE 14
ZONE VE 15
Z
O
N
E
A
E
1
3
ZONE AE 13
ZONE X (SHADED)
ZONE X (SHADED)
ZONE AE 13
U.
S
.
H
I
G
H
W
A
Y
4
2
1
CA
R
O
L
I
N
A
B
E
A
C
H
R
O
A
D
(1
6
0
'
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
)
DB 6074 PG 1452
DB 6074 PG 1449
DB 5665 PG 2078
MB 63 PG 189
DB 1328 PG 780DB 1328 PG 780
DB 6253 PG 1957
MB 37 PG 192
MB 39 PG 107
N/F
FIELDS CLAUDE R, REV TRUST ETAL
R08200-005-060-000
DB 6252 PG 2793
MB 37 PG 192
MB 39 PG 107
N/F
FIELDS CLAUDE R, REV TRUST ETAL
R08200-005-061-000
DB 6230 PG 2691
DB 6230 PG 2687
MB 66 PG 285
N/F
FIELDS CLAUDE RICHARD, LUFRANIA LYNN
R08200-005-062-002
DB 6074 PG 1452
DB 6074 PG 1449
DB 5665 PG 2078
MB 63 PG 189
DB 1000 PG 438
DB 633 PG 249
DB 9910 PG 190
DB 660 PG 494
DB 6302 PG 1466
DB 6034 PG 1769 DB 5606 PG 2055
DB 2620 PG 22
DB 660 PG 494 DB 5606 PG 2073
DB 2620 PG 22 DB 1282 PG 1215 DB 3167 PG 680
DB 1251 PG 296
DB 6015 PG 555
DB 1004 PG 541
DB 6163 PG 1695
DB 5422 PG 1585
DB 9905 PG 2392
DB 986 PG 774 DB 9902 PG 2494
DB 985 PG 894
DB 5943 PG 826
DB 1123 PG 1628
DB 5606 PG 2073
DB 2620 PG 22
DB 1253 PG 1243
DB 1328 PG 780
DB 5861 PG 1227
MB 41 PG 13
N/F
MUSSELWHITE ROY F., JANET O.
R08200-005-072-000
DB 5714 PG 2153
MB 37 PG 192
N/F
MUSSELWHITE ROY F., JANET O.
R08200-005-059-000
DB 6239 PG 968
DB 6230 PG 2681
MB 66 PG 285
N/F
MUSSELWHITE ROY F., JANET O.
R08200-005-073-000DB 6230 PG 2681
DB 6158 PG 1910
MB 66 PG 285
N/F
MUSSELWHITE ROY E. ETAL
R08200-005-280-000
DB 6230 PG 2681
DB 5665 PG 2074
MB 66 PG 285
N/F
MUSSELWHITE ROY F
R08200-005-054-002
DB 5369 PG 043
DB 2930 PG 273
MB 41 PG 13
DB 5694 PG 272
MB 41 PG 13
DB 6230 PG 2681
DB 5665 PG 2074
MB 66 PG 285
N/F
MUSSELWHITE ROY F., JANET 0.
R08200-005-054-002
DB 5535 PG 2380
DB 2280 PG 659
DB 520 PG 260
N/F
SCOTT PAULA MITCHELL ETAL
R08200-005-048-000
DB 1775 PG 287
N/F
JAMES BARBARA B
R08200-005-052-000 N/F
MILLER CHARLES L., GAIL B.
N/F
MILLER CHARLES L., GAIL B.
N/F
BRYANT CHARLES G.,
JOHANNA DANIELS
N/F
BOZEMAN MARY M. HEIRS
N/F
VILLASENOR MIGUEL N/F
MORRIS DANIEL N/F
MORRIS DANIEL N/F
JONES JESSICA M.
N/F
McQUILLAN LUTHER H., DORIS B.
N/F
GENTRY LU ANN KATHRINA W/ UFFELMAN
N/F
GENTRY LU ANN ETAL
N/F
FUTCH ROSA HRS N/F
BOZEMAN KATIE HEIRS
N/F
MENENDEZ JOHNA BOZEMAN,
JUSTIN DAVID
N/F
MORRIS DANIEL
N/F
MILLER CHARLES L., GAIL B.
N/F
MCQUILLAN LENORA
N/F
SALIENT FARMS HOLDING LLC
N/F
SALIENT FARMS HOLDING LLC
N/F
GLADYS L. SIMMONS
N/F
IRVING SHIRLEY YVONNE W.
N/F
IRVING SHIRLEY YVONNE, WADE ETAL
S89°18'22"E
1261.32'
S0
0
°
3
3
'
3
0
"
W
12
9
.
7
2
'
S89°14'43"E
600.32'
S0
0
°
2
4
'
3
1
"
W
91
.
1
8
'
S89°17'21"E
594.66'
S89°22'40"E
538.30'
S0
3
°
4
0
'
3
5
"
E
16
5
.
8
8
'
S1
1
°
3
3
'
5
7
"
W
99
.
9
3
'
S0
4
°
1
8
'
3
5
"
W
55
.
6
3
'
N88°45'17"W
509.00'
N88°40'58"W
114.54'N88°48'41"W
360.52'
N88°55'13"W
114.41'
N88°48'28"W
1667.53'
L-1L-2
L-3L-4
N89°46'33"W
381.58'
N1
0
°
0
5
'
0
7
"
W
24
2
.
4
0
'
S89°06'02"E
365.49'
N0
5
°
5
5
'
0
7
"
W
22
8
.
9
6
'
N1
0
°
0
0
'
3
3
"
W
54
.
5
8
'
EXISTING BUILDING
TO BE DEMOLISHED (TYP.)
EXISTING TRAILER
TO BE DEMOLISHED
EXISTING GRAVEL DRIVEWAY
TO BE DEMOLISHED (TYP.)
EXISTING GRAVEL DRIVEWAY
TO BE DEMOLISHED (TYP.)
EXISTING GRAVEL DRIVEWAY
EXISTING BUILDING,
TO BE DEMOLISHED (TYP.)
EXISTING BUILDING,
TO BE DEMOLISHED (TYP.)
EXISTING CONCRETE DRIVEWAY,
TO BE DEMOLISHED (TYP.)
EXISTING CONCRETE DRIVEWAY
TO BE DEMOLISHED (TYP.)
EXISTING 2-STORY
BUILDING TO BE
DEMOLISHED (TYP.)
EXISTING 2-STORY BUILDING
TO BE DEMOLISHED (TYP.)
EXISTING GRAVEL DRIVEWAY,
TO BE DEMOLISHED (TYP.)
EXISTING ELECTRIC EASEMENT
EXISTING DOCK TO BE
DEMOLISHED (TYP.)
EXISTING CONCRETE
BULKHEAD
EXISTING PARCEL LINE (TYP.)
PROJECT BOUNDARY (TYP.)
EXISTING WOODEN FENCE
(TYP.)
EXISTING UTILITY POLE
EXISTING 18" PVC
STORM PIPE
EXISTING GRAVEL DRIVEWAY
TO BE DEMOLISHED (TYP.)
EXISTING ACCESS EASEMENT
EXISTING ACCESS EASEMENT
EXISTING CATCH BASIN
TOP OF GRATE 3.46'
INVERT 0.81'
EXISTING CATCH BASIN
TOP OF GRATE 5.67'
INVERT 3.27'
MEAN HIGH
WATER (TYP.)
75' CAMA (TYP.)
30' COD
EXISTING TREE (TYP.)
EXISTING ACCESS EASEMENT
EXISTING
ELECTRIC
EASEMENT
EXISTING 18" PVC
STORM PIPE
EXISTING GRAVEL DRIVEWAY
TO BE DEMOLISHED (TYP.)
PROJECT BOUNDARY (TYP.)
EXISTING
JURISDICTIONAL
STREAM +/- 405'
EXISTING JURISDICTIONAL
STREAM +/- 298'
EXISTING
JURISDICTIONAL STREAM
+/- 160'
75' COD
COASTAL WETLANDS
0.28 AC
404 WETLANDS
(SWAMP FOREST
WETLAND) 0.21 AC
404 WETLANDS
(SWAMP FOREST WETLAND)
0.07 AC
404 WETLANDS
(SWAMP FOREST WETLAND)
0.36 AC
404 WETLANDS
(SWAMP FOREST WETLAND)
0.31 AC
EXISTING15' ACCESS EASEMENT,
PIER AND BOAT SLIP, DEED BOOK
4979, PAGE 1414
15
.
0
0
'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C2.1 EXISTING CONDITIONS AND DEMOLITION.DWG ---- 05/07/2025 13:33:27
PRE
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SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C2.1
EXISTING CONDITIONS & DEMOLITION
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
SCALE: 1"= 100'EXISTING CONDITIONS & DEMOLITION2
LEGEND AND NOTES1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C2.1
EXISTING CONDITIONS & DEMOLITION
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=100' (Horiz.)
200'100'100'
SYMBOLS LEGEND
404 WETLANDS
COASTAL WETLANDS
GENERAL INFORMATION
DATA CLASS VALUE
PROJECT NAME SEA GLASS HARBOUR
PARCEL ADDRESS 7129 CAROLINA BEACH ROAD, WILMINGTON NC 28031
(MAIN ENTRANCE PROPERTY ADDRESS)
TAX PARCEL IDENTIFICATION
NUMBER
R08200-005-048-000, R08200-005-050-000,
R08200-005-052-000, R08200-005-054-001,
R08200-005-059-000, R08200-005-060-000,
R08200-005-061-000, R08200-005-062-000,
R08200-005-072-000, R08200-005-073-000, &
R08200-005-280-000
OWNER SUNSET COVE ENTERPRISE LLC
(ALL PARCELS)
TOTAL PARCEL ACREAGE 27.56 AC
SPECIAL FLOOD HAZARD AREAS ZONE VE, ZONE AE, ZONE X SHADED & ZONE X
CONTOUR
FLOOD LINE
15
NOTES:
1.EXISTING CONDITIONS AS SHOWN ON THE ABOVE PLAN ARE BASED ON THE FOLLOW:
A.TOPOGRAPHIC SURVEY AS PREPARED BY MCKIM AND CREED ON 05/01/2025.
B.GPS WETLAND DELINEATION AS PREPARED BY DAVEY RESOURCE GROUP ON
05/01/2025.
C.CURRENT AVAILABLE NEW HANOVER COUNTY GIS.
2.THE SWAMP FOREST CONSERVATION OVERLAY DISTRICT AS INDICATED ON THIS PLANS
WAS DETERMINED BY DAVEY RESOURCE GROUP ON 05/01/2025. THE TOTAL ACREAGE IS
0.88 ACRES. REFER TO THE PLAN ABOVE FOR INDIVIDUAL ACREAGES.
3.CLASS IV SOILS ARE LOCATED NEAR 0.28 AC COASTAL WETLANDS.
4.WELLS AND/OR SEPTIC TANKS SHALL BE LOCATED WITHIN THE PROJECT LIMITS AND
ABANDONED IN ACCORDANCE WITH LOCAL, STATE, AND/OR FEDERAL REGULATIONS.
LOBLOLLY PINE
LONG LEAF PINE
OAK/WATER/TURKEY
LAUREL OAK
GUM
CHERRY
HOLLEY
HICKORY
RED OAK
MAPLE
PECAN
BLACK TUPELO
DEVILWOOD
LOBLOLLY BAYDOGWOOD TREE
LIVE OAK
MAGNOLIA
CREPE MYRTLE
PALM
BRADFORD PEAR
RIVER BIRCH
MULBERRY
ELM
HACKBERRY
MIMOSA
TREE LEGEND
IPF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
A
E
AE
AE
AE
AE
AE
A
E
AE
A
E
A
E
A
E
AE
AE
AE
AE
AE
AE
AE
A
E
A
E
A
E
A
E
AE
AE
AE
AE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OPENSPACE
(FUTURE
AMENITY SITE)
OPENSPACEOPENSPACE
OPENSPACE
PUMP
STATION
EX.
RAMP
MAIL
SCM #1
RAMP ACCESS
OPENSPACE
SC
M
#
2
ROAD A
ROAD A
RO
A
D
B
RO
A
D
B
RO
A
D
C
R
O
A
D
C
ROAD C
ROAD C
RO
A
D
E
RO
A
D
E
RO
A
D
F
RO
A
D
F
ALLEY A ALLEY A ALLEY A
AL
L
E
Y
A
AL
L
E
Y
B
AL
L
E
Y
B
AL
L
E
Y
C
ALLEY D
SC
M
#
3
5' CONCRETE SIDEWALK (TYP.)
OFF-SITE ROADWAY
IMPROVEMENTS.
ROUNDABOUT
U.
S
.
H
I
G
H
W
A
Y
4
2
1
CA
R
O
L
I
N
A
B
E
A
C
H
R
O
A
D
(1
6
0
'
P
U
B
L
I
C
R
I
G
H
T
O
F
W
A
Y
)
DB 6074 PG 1452
DB 6074 PG 1449
DB 5665 PG 2078
MB 63 PG 189
DB 1328 PG 780DB 1328 PG 780
DB 6074 PG 1452
DB 6074 PG 1449
DB 5665 PG 2078
MB 63 PG 189
DB 1000 PG 438
DB 633 PG 249
DB 9910 PG 190
DB 660 PG 494
DB 6302 PG 1466
DB 6034 PG 1769 DB 5606 PG 2055
DB 2620 PG 22
DB 660 PG 494 DB 5606 PG 2073
DB 2620 PG 22 DB 1282 PG 1215 DB 3167 PG 680
DB 1251 PG 296
DB 6015 PG 555
DB 1004 PG 541
DB 6163 PG 1695
DB 5422 PG 1585
DB 9905 PG 2392
DB 986 PG 774 DB 9902 PG 2494
DB 985 PG 894
DB 5943 PG 826
DB 1123 PG 1628
DB 5606 PG 2073
DB 2620 PG 22
DB 1253 PG 1243
DB 1328 PG 780
DB 5369 PG 043
DB 2930 PG 273
MB 41 PG 13
DB 5694 PG 272
MB 41 PG 13
DB 5535 PG 2380
N/F
MILLER CHARLES L., GAIL B.
N/F
MILLER CHARLES L., GAIL B.
N/F
BRYANT CHARLES G.,
JOHANNA DANIELS
N/F
BOZEMAN MARY M. HEIRS
N/F
VILLASENOR MIGUEL N/F
MORRIS DANIEL N/F
MORRIS DANIEL N/F
JONES JESSICA M.
N/F
McQUILLAN LUTHER H., DORIS B.
N/F
GENTRY LU ANN KATHRINA W/ UFFELMAN
N/F
GENTRY LU ANN ETAL
N/F
FUTCH ROSA HRS N/F
BOZEMAN KATIE HEIRS
N/F
MENENDEZ JOHNA BOZEMAN,
JUSTIN DAVID
N/F
MORRIS DANIEL
N/F
MILLER CHARLES L., GAIL B.
N/F
MCQUILLAN LENORA
N/F
SALIENT FARMS HOLDING LLC
N/F
SALIENT FARMS HOLDING LLC
N/F
GLADYS L. SIMMONS
N/F
IRVING SHIRLEY YVONNE W.
N/F
IRVING SHIRLEY YVONNE, WADE ETAL
EXISTING ELECTRIC EASEMENT
EXISTING UTILITY POLE
404 WETLANDS
404 WETLANDS
404 WETLANDS
COASTAL WETLANDS
PRIMARY DEVELOPMENT
ENTRANCE, BIFURCATED.
(CONNECTION TO EXISTING
US HWY 421)
PRIVATE RIGHT OF WAY (TYP.)
45
.
0
0
'
PROJECT BOUNDARY (TYP.)
PROJECT BOUNDARY (TYP.)
ON-STREET PARKING (TYP.)
18.00'
45.00'
24
.
0
0
'
8.00'
8.00'
(TYP.)
18.00'
63.00'
R30.00'
R40.00'
R29.00'
79.00'
R32.50'
R32.50'
2' CONCRETE CURB
AND GUTTER(TYP.)
22
.
0
0
'
PEDESTRIAN
CROSSWALK (TYP.)
PEDESTRIAN
CROSSWALK (TYP.)
PAVED LOOP TRAIL
18.00'
BUILDING
SETBACK
(TYP.)BUILDING
SETBACK
(TYP.)
BUILDING
SETBACK (TYP.)
18.00'
8.00'
(TYP.)
ACCESS EASEMENT (GRAVEL)
UTILITY EASEMENT
24
.
0
0
'
24
.
0
0
'
1' CONCRETE CURB
AND GUTTER(TYP.)
R130.00'
R21.00'
1' CONCRETE CURB
AND GUTTER(TYP.)
2' CONCRETE CURB
AND GUTTER(TYP.)
LOT LINE (TYP.)
EDGE OF ASPHALT PAVEMENT (TYP.)
EDGE OF ASPHALT PAVEMENT (TYP.)
20.00'
14
.
0
0
'
15
.
0
0
'
10
0
.
0
0
'
12
0
.
1
6
'
EXISTING EASEMENT (TYP.)
20.00'
20.00'
24.00'
18
.
0
0
'
MEAN HIGH WATER (TYP.)
75' CAMA (TYP.)
30' COD
75' COD
A
A
B
B
C
C
A1
A1
B
B
CC
DD
D D
D
D
A1
A1
A1 A1
A1 A1
A3 A3
A3
A3
A1
A1
E E
E E
18.00'
57
0
.
0
0
'
NCDOT STOPPING
SIGHT DISTANCE
DIRECTION OF
VEHICULAR
CIRCULATION
ONLY (TYP.)
EXISTING 15' ACCESS EASEMENT,
PIER AND BOAT SLIP, DEED BOOK
4979, PAGE 1414
15
.
0
0
'
15
.
0
0
'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C3.0 SITE PLAN-OVERALL.DWG ---- 05/07/2025 13:33:44
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SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C3.0
SITE PLAN - OVERALL
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
SCALE: 1"= 100'SITE PLAN - OVERALL2
LEGEND AND NOTES1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C3.0
SITE PLAN - OVERALL
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=100' (Horiz.)
200'100'100'
GENERAL INFORMATION
DATA CLASS VALUE
PROJECT NAME SEA GLASS HARBOUR
PARCEL ADDRESS
7129 CAROLINA BEACH ROAD,
WILMINGTON NC 28031
(MAIN ENTRANCE PROPERTY ADDRESS)
TAX PARCEL IDENTIFICATION
NUMBER
R08200-005-048-000, R08200-005-050-000,
R08200-005-052-000, R08200-005-054-001,
R08200-005-059-000, R08200-005-060-000,
R08200-005-061-000, R08200-005-062-000,
R08200-005-072-000, R08200-005-073-000, &
R08200-005-280-000
OWNER SUNSET COVE ENTERPRISE LLC
(ALL PARCELS)
TOTAL PARCEL ACREAGE 27.56 AC
PARCEL ACREAGE FOR
DENSITY CALCULATIONS
- 27.56 ACRES - 0.16 ACRES
COASTAL
WETLAND (+/-) = 27.4 ACRES
27.40 AC
SPECIAL FLOOD HAZARD
AREAS
ZONE VE, ZONE AE, ZONE X SHADED &
ZONE X
100 YEAR FLOOD ACERAGE 23.00 AC
CURRENT ZONING R-15
PROPOZED ZONING R-15 PERFORMANCE RESIDENTIAL
CAMA LAND USE
CLASSIFICATION URBAN TRANSITION & CONSERVATION
PROPOSED USE SINGLE FAMILY RESIDENTIAL
DENSITY 2.5 UNITS/ACRE
GENERAL INFORMATION (CONTINUED)
MINIMUM LOT SIZE 6,400 SF
AVERAGE LOT SIZE 8,581 SF
MAX BUILDING HEIGHT
35' TYPICAL
44' FOR PILING SUPPORT STRUCTURES
IN COASTAL HIGH HAZARD AREAS
DISTURBED ACREAGE
SITE INFORMATION
DATA CLASS EXISTING PROPOSED
TOTAL ON-SITE IMPERVIOUS
SURFACE AREA (OFF-SITE
EXCLUDED)
0 SF
BUILDING/LOTS 0 SF
IMPERVIOUS PAVEMENT 0 SF
IMPERVIOUS SIDEWALKS 0 SF
IMPERVIOUS AREA COVERAGE 0.0%
DATA CLASS REQUIRED PROPOSED
BUILDING SETBACKS
FRONT 0'10'
REAR 0'20'
SIDE CORNER 0'5'
SIDE INTERIOR 0'5'
OVERALL OPEN SPACE
-27.56 AC X 0.20 = 5.51 AC
-5.80 AC / 27.56 AC = 0.21%
20% / 5.51 AC 21% / 5.80 AC
LINK (TYP.)
NODE (TYP.)LINKS =8
NODES = 7
RATIO = 1.14
(8 / 7)
LINK/NODE RATIO DIAGRAM
1 2
3
4
5
6
7
1
2
3
4
5
6 7
TRIP GENERATION INFORMATION
- SINGLE-FAMILY DETACHED HOUSING (210)
- AVERAGE RATE: 52 (TOTAL), 13 (ENTRY), 39 (EXIT)
- AVERAGE RATE: 68 (TOTAL), 44 (ENTRY), 24 (EXIT)
8
NOTE:
THESE PLANS WERE PREPARED FOR THE PURPOSE OF NEW HANOVER COUNTY PRELIMINARY
PLAN - MAJOR SUBDIVISION APPLICATION APPROVAL ONLY. FURTHER CIVIL ENGINEERING
AND LAND PLANNING DESIGN IS REQUIRED PRIOR TO PROJECT PERMITTING AND
ENTITLEMENTS, WHICH MAY REQUIRE MODIFICATIONS TO THE NATURE OF THE NEW
HANOVER COUNTY PRELIMINARY PLAN - MAJOR SUBDIVISION APPLICATION APPROVAL.
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
OPENSPACE
(FUTURE
AMENITY SITE)
OPENSPACE
OPENSPACE
MAIL
ROAD A
ROAD A
RO
A
D
B
RO
A
D
B
ALLEY A ALLEY A
AL
L
E
Y
B
AL
L
E
Y
B
AL
L
E
Y
C
ALLEY D
23
24
25
26
27
21
22
13 14 15 16
9
10
11
12
17 18 19 20
6
7
8
1 2 3 4 5
OFF-SITE ROADWAY
IMPROVEMENTS.
ROUNDABOUT
PRIMARY DEVELOPMENT
ENTRANCE, BIFURCATED.
(CONNECTION TO EXISTING
US HWY 421)
PROJECT BOUNDARY (TYP.)
ON-STREET PARKING (TYP.)
22.00'
45.00'
24
.
0
0
'
8.00' (TYP.)
R32.50'
22
.
0
0
'
PEDESTRIAN
CROSSWALK SEE
DETAIL 1/C11.2
BUILDING
SETBACK
(TYP.)
22.00'
CURB AND GUTTER
SEE DETAIL 2/C11.0
EDGE OF ASPHALT PAVEMENT (TYP.)
14
.
0
0
'
15
.
0
0
'
1
0
0
.
0
0
'
1
2
0
.
1
6
'
EXISTING EASEMENT (TYP.)
18.00'
18.00'
STUB OUT TO
FUTURE ROADWAY
CONNECTION.
5.
0
0
'
(
T
Y
P
.
)
8.
0
0
'
(
T
Y
P
.
)
CONCRETE SIDEWALK
SEE DETAIL 4/C11.0
ASPHALT PAVEMENT
SEE DETAIL 3/C11.0
FLUSH HEADER CURB
SEE DETAIL 1/C11.0
8.
0
0
'
(T
Y
P
.
)
24.00'5.00'5.00' (TYP.)
18
.
0
0
'
22.00'
18.00'6.00'
5.00' (TYP.)
38
.
3
6
'
38
.
3
6
'
42.00'
35
.
0
0
'
5.00' (TYP.)
22.00'
18.00'
STANDARD PAVEMENT MARKINGS
SEE DETAIL 1/C11.1 (TYP.)
STOP BAR & STOP SIGN
SEE DETAIL 1&2/C11.1 (TYP.)
YIELD SIGN &
STANDARD
PAVEMENT
MARKINGS
(TYP.)
STOP BAR & STOP SIGN
SEE DETAIL 1&2/C11.1 (TYP.)
FLUSH HEADER CURB
SEE DETAIL 1/C11.0
CURB RAMP SEE
DETAIL 3/C11.2
CURB RAMP SEE
DETAIL 4/C11.1
N89° 18' 32.43"W
242.000
12.00'
4.00'
12.00'
4.00'
COMMUNITY ENTRY
SIGN (SIGN TO BE
SUBMITTED
SEPARATELY)
PROPOSED SIGN
EASEMENT
SIREN ACTIVATED
GATES
S89° 43' 57.30"E
291.584
L=152.115,R=1000.000
D=8.7155
S81° 03' 37.2
6
"
E
87.103
N0
°
4
1
'
2
7
.
5
7
"
E
18
8
.
3
8
7
N0
°
4
1
'
2
7
.
5
7
"
E
29
3
.
8
9
5
L =4 3 .3 8 7,R=300.000
D=8 .28 63
S76° 42' 06
.
0
7
"
W
62.108
L=232.875,R=600.0 00
D=22.23 80
N81° 03' 37.2
6
"
W
72.144
N0
°
4
1
'
2
7
.
5
7
"
E
24
5
.
8
4
6
N0
°
4
1
'
2
7
.
5
7
"
E
16
4
.
7
2
2
L=103.917,R=300.000D=19.8467
N89° 18' 32.43"W
1016.193
N0
°
4
1
'
2
7
.
5
7
"
E
41
0
.
5
6
8
C52L212
L2
1
1
L210
L2
0
9
L208
L2
0
7
C51
L2
0
6
C50
L205
L2
0
4
L203
C49
L202
L2
0
1
C48
L200
L199
L1
9
8
L197
L1
9
6
L195
C
4
7
L1
9
4
L193
L1
9
2
L1
9
1
C46
L190
C
4
5
L1
8
9
L1
8
8
L187
L1
8
6
C44
L185
C43
L1
8
4
L183
L1
8
2
L1
8
1
L180
L1
7
9
L1
7
8
L177
L1
7
6
L175
L1
7
4
L173
C
4
2
L1
7
2
C41
L1
7
1
L170
C40
L1
6
9
L168
C39
L167
L1
6
6
C38
L165
L164
C37
C36
L1
6
3
C35
L162
L1
6
1
L160
L1
5
9
C34
L1
5
8
L157
C33
L156
L1
5
5
C32
L154
L153
C
3
1
L151
L1
5
0
C30
L149
C28
L1
4
6
L144
L1
4
3
C27
L140
L1
3
9
L138
L1
3
7
L135
L1
3
4
L132
L1
3
1
L130
T1
T2
10' X 70' NCDOT
SIGHT TRIANGLE
135.19'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C3.1 SITE PLAN-ENLARGED.DWG ---- 05/07/2025 13:34:03
PRE
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F
O
R
CON
S
T
R
U
C
T
I
O
N
SCALE: 1"= 40'SITE PLAN - ENLARGED2 LEGEND AND NOTES1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C3.1
SITE PLAN - ENLARGED
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=40' (Horiz.)
80'40'40'
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
3
.
2
LEGEND
404 WETLANDS
COASTAL WETLANDS
CONCRETE
GRAVEL
OPEN SPACE
ASPHALT PAVEMENT
PAVEMENT MARKINGS KEYNOTES
KEY ITEM DESCRIPTION WIDTH
THERMOPLASTIC (90 MIL)EDGELINE (WHITE)4"
THERMOPLASTIC (90 MIL)RIGHT TURN ARROW (WHITE)
NOTE: SEE DETAIL 1/C11.1
T1
T2
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
AE
AE
AE AE
AE
AE
AE
AE
AE
A
E
A
E
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
A
E
A
E
AE
AE
AE
AE
OPENSPACE
PUMP
STATION
SCM #1
OPENSPACE
RO
A
D
C
R
O
A
D
C
ROAD C
ALLEY A
AL
L
E
Y
A
35
36 37
38 39
40
41
44 45 46
31
32
33
34
28
29
30
23
24
25
26
27
21
22
4342
EXISTING ELECTRIC EASEMENT
EXISTING UTILITY POLE
404 WETLANDS
404 WETLANDS
PRIVATE RIGHT OF WAY (TYP.)
PROJECT BOUNDARY (TYP.)
8.00' (TYP.)
R32.50'
2' CONCRETE CURB
AND GUTTER(TYP.)
PAVED LOOP TRAIL
22.00'
ACCESS EASEMENT (GRAVEL)
UTILITY EASEMENT
24
.
0
0
'
24
.
0
0
'
LOT LINE (TYP.)
20.00'
8.00' (TYP.)5.00' (TYP.)
8.00' (TYP.)
24.00'
24.00'8.00' (TYP.)
18.00'
22
.
0
0
'
18
.
0
0
'
38
.
3
6
'
5.00'
(
T
Y
P
.
)
5.00' (TYP.)
10.0
0
'
(
T
Y
P
.
)
10' SCM MAINTENANCE ACCESS
10.00' (TYP.)
YIELD SIGN &
STANDARD
PAVEMENT
MARKINGS
(TYP.)
PEDESTRIAN
CROSSWALK SEE
DETAIL 1/C11.2
EDGE OF ASPHALT PAVEMENT (TYP.)
FLUSH HEADER CURB
SEE DETAIL 1/C11.0
CURB AND GUTTER
SEE DETAIL 2/C11.0
CONCRETE SIDEWALK
SEE DETAIL 4/C11.0
5.00' (TYP.)
N75° 0
9
'
5
5
.
0
9
"
W
63.362
L=103.917,R=300.000D=19.8467
N88° 48' 27.95"W
56.770
L
=
2
0
3
.0
6
6,
R
=
13
0.000
D
=
8
9.4
9
8
8
N0
°
4
1
'
2
7
.
5
7
"
E
13
3
.
1
6
3
S88° 48' 27.95"E
66.796 L=91.180,R=3 0 0 .0 0 0D=17.4141
L=182.360,R=300.000
D=34.8282
L=91.180,R=300.000
D=17.4141
S88° 48' 27.95"E
148.323 L=90.55 4,R=4 0 0.0 0 0D=12.9709
L=181.108,R=400.000
D=25.9419
N0
°
3
3
'
3
0
.
1
7
"
E
43
0
.
5
1
9
L=32.938,
R
=
2
1.000
D=89.8
6
7
4
L1
5
2
L151
L149
L1
4
8
C29
L147
C28
L1
4
5
L144
C27
L142
C
2
6
L1
4
1
L140
C2
5
L138
L1
3
6
C
2
4
L135
C
2
3
L13
3
L132
L1
2
9
L128
L1
2
7
L126
C
2
2
L1
2
5
L124
L1
2
3
L1
2
2
L121
C
2
1
L1
2
0
L1
1
9
L118
L1
1
7
C20
L1
1
6
L115
L1
1
4
L1
1
3
L112
C1
9
L1
1
1
L1
1
0
L109
C1
8
L1
0
8
C17L107
L1
0
6
L105
L1
0
4
C16
L103
L1
0
2
C15
C14
L101
L1
0
0
C13
L99
L9
8
C12
L97
C11
L96
L9
5
L9
4
C10
C9
L9
3
L92
C8
L91
L9
0
L89
L8
8
L87C7 L86
L85
L8
4
L83
L8
2
L81
L8
0
C6L79
L78
L7
6
L7
4
L7
0
L6
6
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C3.1 SITE PLAN-ENLARGED.DWG ---- 05/07/2025 13:34:07
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LEGEND AND NOTES1SCALE: 1"= 40'SITE PLAN - ENLARGED2
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C3.2
SITE PLAN - ENLARGED
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=40' (Horiz.)
80'40'40'
MA
T
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S
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1
MA
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3
.
3
LEGEND
404 WETLANDS
COASTAL WETLANDS
CONCRETE
GRAVEL
OPEN SPACE
ASPHALT PAVEMENT
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
A
E
A
E
AE
A
E
A
E
A
E
A
E
A
E
A
E
A
E
A
E
A
E
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
A
E
A
E
A
E
AE
A
E
A
E
A
E
AE
A
E
AE
AE
AE
AE
EX.
RAMP
RAMP ACCESS
SC
M
#
2
ROAD C
RO
A
D
E
RO
A
D
E
RO
A
D
F
RO
A
D
F
SC
M
#
3
67
68
65
66
47
48
49
50
69
64
62
63
61
60
59
58
57
56
55
54
53
52
51
404 WETLANDS
COASTAL WETLANDS
75' CAMA (TYP.)
75' COD (TYP.)
35' COD (TYP.)
63.00'
R40.00'
R29.00'
78.04'
BUILDING
SETBACK
(TYP.)
BUILDING
SETBACK
(TYP.)
EDGE OF ASPHALT PAVEMENT (TYP.)
18
.
0
0
'
15.00'
5.00' (TYP.)
PAVED LOOP TRAIL
SCM MAINTENANCE EASEMENT
10.00' (TYP.)
STOP BAR & STOP SIGN
SEE DETAIL 1&2/C11.1 (TYP.)
8.00'
18
.
0
0
'
NORMAL HIGH WATER LINE (TYP.)
18.00'
20.00'
18.00'
20.00'
121.91'
PRIVATE ACCESS EASEMENT
AND SHARED DRIVEWAY FOR
LOTS 60, 61, 62, & 63
L=181.108,R=400.000
D=25.9419
L=90.554,R=400.000
D=12.9709 S88° 48' 27.95"E
22.888
N0
°
3
3
'
3
0
.
1
7
"
E
13
9
.
2
8
3
L=62.83
2
,
R
=
4
0
.0
0
0
D
=
9
0
.
0
0
0
0
N0
°
3
3
'
3
0
.
1
7
"
E
13
8
.
3
9
8
L=62.832,R =4 0 .0 0 0
D=9 0 .0 0 0 0
N88° 48' 27.95"W
80.005
N88° 48' 27.95"W
147.468
L=74.269,R=289.500D=14.6988
L=77.091,R=300.500D=14.6988
N1
°
1
1
'
3
2
.
0
5
"
E
23
9
.
2
1
6
L=47.12
4
,
R
=
3
0.000
D=9
0
.
0
0
0
0
N88° 48' 27.95"W
22.000
L=
47.124,R =3 0 .0 0 0
D=90.0 0 0 0
S1
°
1
1
'
3
2
.
0
5
"
W
17
6
.
8
8
9
S1
°
1
1
'
3
2
.
0
5
"
W
62
.
3
0
9
S1
°
1
4
'
4
3
.
5
0
"
W
7.
1
7
6
N88° 45' 26.38"W
193.858N88° 46' 48.52"W
108.135
L7
7
C5
C4
L7
6
L75
L7
4
L73
L7
2
L7
1
L7
0
L69
L6
8
L67
L6
6
L65 L64
L6
3
L6
2
L61L60
L5
9
L5
8
L57
L5
6
L5
5
L5
4
L53
L5
2
C3
C2
L5
1
L5
0
L4
9
L48
L4
7
L46
L45
L4
4
L43
L4
2
L41
L4
0
L39
L3
8 L37
L3
6
L35
L3
4
L33
L3
2
L3
1
L30
L2
9
L2
8
L27
L26
L2
5
L2
4
L23L2
2
L21
L2
0
L19
L1
8
L1
7
L16
L1
5
L1
4
L13
L1
2
L1
1
L1
0
L9
L8
L7
L6
L5
L4
L3C1
L2
L1
24
.
0
0
'
STOP BAR & STOP
SIGN, ONE-WAY
AND DO NOT
ENTER SIGN
SEE DETAIL
1&2/C11.1 (TYP.)
ONE-WAY SIGN
1&2/C11.1 (TYP.)
STOP BAR & STOP
SIGN, ONE-WAY AND
DO NOT ENTER SIGN
SEE DETAIL
1&2/C11.1 (TYP.)
ONE-WAY SIGN
1&2/C11.1 (TYP.)
EXISTING 15' ACCESS EASEMENT,
PIER AND BOAT SLIP, DEED BOOK
4979, PAGE 1414
15
.
0
0
'
SCALE: 1"= 40'SITE PLAN - ENLARGED2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C3.1 SITE PLAN-ENLARGED.DWG ---- 05/07/2025 13:34:10
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CON
S
T
R
U
C
T
I
O
N
LEGEND AND NOTES1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C3.3
SITE PLAN - ENLARGED
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=40' (Horiz.)
80'40'40'
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
3
.
2
LEGEND
404 WETLANDS
COASTAL WETLANDS
CONCRETE
GRAVEL
OPEN SPACE
ASPHALT PAVEMENT
Parcel Table
Line #/Curve #
C1
C2
C3
C4
C5
C6
C7
C8
C9
C10
C11
C12
C13
C14
C15
C16
C17
C18
C19
C20
C21
C22
C23
C24
C25
C26
C27
C28
C29
C30
C31
C32
C33
C34
C35
C36
C37
C38
C39
C40
C41
C42
C43
C44
C45
C46
C47
Length
30.723
63.092
66.766
65.632
66.270
47.122
5.151
50.107
2.360
48.909
50.737
50.052
50.603
30.092
21.499
50.290
3.959
132.703
35.218
59.928
60.726
15.685
53.601
55.712
40.050
49.548
87.328
98.433
23.381
18.850
18.850
37.820
12.934
50.817
18.850
60.228
26.794
18.850
24.070
50.700
60.196
18.850
84.640
29.147
44.408
78.161
18.850
Direction/Delta
54.1629
11.1917
14.3273
8.1464
17.9588
8.2482
1.0635
6.3034
4.1123
5.9374
9.0140
8.8923
8.9901
6.2132
3.8195
10.3834
0.8175
70.7283
18.7704
64.7856
65.6477
89.8674
20.1383
20.9314
15.0471
53.5637
18.0308
17.4877
25.2763
90.0000
90.0000
6.7191
1.2833
5.0417
90.0000
5.9754
5.5322
90.0000
2.2155
4.6665
5.5405
90.0000
7.7904
31.5097
48.0070
7.7546
90.0000
Radius
32.500
323.000
267.000
461.606
211.428
327.328
277.500
455.456
32.885
471.973
322.500
322.500
322.500
277.500
322.500
277.500
277.500
107.500
107.500
53.000
53.000
10.000
152.500
152.500
152.500
53.000
277.500
322.500
53.000
12.000
12.000
322.500
577.500
577.500
12.000
577.500
277.500
12.000
622.500
622.500
622.500
12.000
622.500
53.000
53.000
577.500
12.000
Parcel Table
Line #/Curve #
C48
C49
C50
C51
C52
L1
L2
L3
L4
L5
L6
L7
L8
L9
L10
L11
L12
L13
L14
L15
L16
L17
L18
L19
L20
L21
L22
L23
L24
L25
L26
L27
L28
L29
L30
L31
L32
L33
L34
L35
L36
L37
L38
L39
L40
L41
L42
Length
29.147
49.887
50.130
50.017
5.503
45.000
173.653
102.968
32.052
45.000
308.739
45.748
45.000
316.977
17.839
27.552
45.000
317.850
45.163
45.000
314.017
45.163
38.216
310.184
45.163
51.000
6.784
306.351
45.004
68.928
356.020
356.758
1.784
65.001
182.272
64.781
45.744
71.000
50.000
181.548
55.573
110.163
4.258
21.967
50.000
131.502
50.000
Direction/Delta
31.5097
2.7954
2.8090
2.8027
0.3084
N1° 11' 32.05"E
N88° 48' 27.95"W
N88° 48' 27.95"W
S11° 33' 56.65"W
N1° 11' 32.05"E
N88° 48' 27.95"W
S11° 33' 56.65"W
N1° 11' 32.05"E
N88° 48' 27.95"W
S11° 33' 56.65"W
S3° 40' 35.36"E
N1° 11' 32.05"E
N88° 48' 27.95"W
S3° 40' 35.36"E
N1° 11' 32.05"E
N88° 48' 27.95"W
S3° 40' 35.36"E
N1° 11' 32.05"E
N88° 48' 27.95"W
S3° 40' 35.36"E
N88° 48' 27.95"W
S1° 11' 32.05"W
N88° 48' 27.95"W
S0° 26' 13.67"W
S0° 33' 39.63"W
S89° 26' 20.37"E
N88° 48' 27.95"W
S1° 11' 32.05"W
S1° 11' 32.05"W
S89° 26' 20.37"E
N0° 33' 39.63"E
N0° 45' 06.14"E
N88° 48' 27.95"W
S1° 11' 32.05"W
S88° 48' 27.95"E
S1° 11' 31.16"W
S88° 48' 27.95"E
S0° 45' 06.14"W
S89° 17' 21.48"E
S1° 11' 33.32"W
S88° 48' 27.93"E
S1° 11' 32.05"W
Radius
53.000
1022.500
1022.500
1022.500
1022.500
Parcel Table
Line #/Curve #
L43
L44
L45
L46
L47
L48
L49
L50
L51
L52
L53
L54
L55
L56
L57
L58
L59
L60
L61
L62
L63
L64
L65
L66
L67
L68
L69
L70
L71
L72
L73
L74
L75
L76
L77
L78
L79
L80
L81
L82
L83
L84
L85
L86
L87
L88
L89
Length
130.949
50.000
130.396
129.199
58.124
129.843
58.122
34.601
72.608
55.000
128.001
15.402
39.598
50.000
128.000
10.405
39.595
71.000
128.000
10.408
59.650
198.087
201.885
71.121
71.000
70.591
130.000
50.000
50.000
50.000
130.000
50.000
129.903
54.645
74.935
50.000
3.464
124.710
50.003
131.815
50.000
131.262
50.000
50.003
44.853
130.708
50.000
Direction/Delta
S88° 48' 27.96"E
S1° 11' 32.03"W
S88° 48' 27.99"E
N88° 48' 18.99"W
S1° 11' 32.07"W
S88° 48' 28.17"E
S0° 33' 29.54"W
S0° 33' 29.54"W
N0° 33' 30.17"E
N0° 33' 30.17"E
N89° 26' 29.83"W
S0° 33' 29.54"W
S0° 33' 29.54"W
N0° 33' 30.17"E
N89° 26' 29.83"W
S0° 33' 29.54"W
S0° 33' 29.54"W
N89° 26' 29.83"W
N89° 26' 29.83"W
S0° 33' 29.54"W
S0° 33' 29.54"W
S89° 17' 21.48"E
S89° 17' 21.48"E
N0° 34' 55.92"E
N89° 26' 29.83"W
S1° 18' 01.37"W
S89° 26' 29.83"E
N0° 26' 48.15"E
S0° 26' 48.15"W
S0° 40' 12.20"W
S89° 26' 29.83"E
N0° 33' 30.17"E
S89° 26' 29.83"E
N0° 39' 38.03"E
S0° 33' 30.17"W
S89° 26' 29.83"E
N88° 48' 27.95"W
S0° 33' 30.17"W
N88° 48' 27.95"W
S0° 33' 30.17"W
S89° 26' 29.83"E
S0° 33' 30.17"W
S89° 26' 29.83"E
N88° 48' 27.95"W
N88° 48' 27.95"W
S0° 33' 30.17"W
S89° 26' 29.83"E
Radius
Parcel Table
Line #/Curve #
L90
L91
L92
L93
L94
L95
L96
L97
L98
L99
L100
L101
L102
L103
L104
L105
L106
L107
L108
L109
L110
L111
L112
L113
L114
L115
L116
L117
L118
L119
L120
L121
L122
L123
L124
L125
L126
L127
L128
L129
L130
L131
L132
L133
L134
L135
L136
Length
130.107
50.401
51.275
133.762
133.586
132.777
50.343
50.001
130.342
50.277
130.223
51.202
132.398
50.751
133.993
60.003
130.008
56.044
130.001
45.520
73.303
15.409
146.191
50.000
50.000
151.792
50.000
19.564
151.677
67.284
18.767
120.739
67.284
50.000
151.365
50.000
141.134
60.000
151.249
50.023
22.000
60.000
205.102
27.692
50.000
160.151
10.409
Direction/Delta
S0° 33' 30.17"W
S82° 12' 11.97"E
S76° 38' 11.55"E
N0° 33' 30.17"E
S0° 33' 30.17"W
S0° 33' 30.17"W
S82° 44' 49.76"E
S89° 06' 11.61"E
S0° 33' 30.17"W
N84° 32' 41.74"E
S0° 33' 30.17"W
N78° 07' 00.81"E
S0° 33' 30.17"W
N80° 41' 30.92"E
S0° 33' 30.17"W
S88° 49' 42.02"E
N0° 33' 30.17"E
N88° 48' 27.95"W
S0° 33' 30.17"W
N88° 48' 27.95"W
S0° 33' 30.17"W
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 33' 30.17"W
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 33' 30.17"W
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 33' 30.17"W
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 33' 30.17"W
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 33' 30.17"W
S89° 18' 32.43"E
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 33' 30.17"W
S89° 18' 32.43"E
N0° 41' 27.57"E
N89° 18' 32.43"W
S34° 34' 27.04"W
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 41' 27.57"W
Radius
Parcel Table
Line #/Curve #
L137
L138
L139
L140
L141
L142
L143
L144
L145
L146
L147
L148
L149
L150
L151
L152
L153
L154
L155
L156
L157
L158
L159
L160
L161
L162
L163
L164
L165
L166
L167
L168
L169
L170
L171
L172
L173
L174
L175
L176
L177
L178
L179
L180
L181
L182
L183
Length
50.000
136.289
50.000
131.060
50.000
15.667
74.193
131.060
24.830
70.286
15.667
69.032
119.060
48.000
131.060
60.000
48.000
23.549
120.330
50.000
38.559
144.995
157.302
50.000
166.285
48.000
159.193
34.760
48.000
156.457
27.348
50.000
154.841
50.000
142.864
118.000
48.000
134.550
22.000
60.000
152.000
60.000
60.000
130.000
60.000
60.000
130.000
Direction/Delta
N0° 41' 27.57"E
N89° 18' 32.43"W
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 41' 27.57"W
S75° 09' 55.09"E
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 41' 27.57"W
N0° 41' 27.57"E
N75° 09' 55.09"W
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 41' 27.57"W
S89° 18' 32.43"E
S76° 42' 06.07"W
S0° 41' 27.57"W
S89° 18' 32.43"E
S76° 42' 06.07"W
S0° 41' 27.57"W
S0° 41' 27.57"W
S89° 18' 32.43"E
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
N76° 42' 06.07"E
N89° 18' 32.43"W
S0° 41' 27.57"W
N76° 42' 06.07"E
N89° 18' 32.43"W
S0° 41' 27.57"W
N89° 18' 32.43"W
S0° 41' 27.57"W
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 41' 27.57"W
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 41' 27.57"W
N0° 41' 27.57"E
N89° 18' 32.43"W
Radius
Parcel Table
Line #/Curve #
L184
L185
L186
L187
L188
L189
L190
L191
L192
L193
L194
L195
L196
L197
L198
L199
L200
L201
L202
L203
L204
L205
L206
L207
L208
L209
L210
L211
L212
Length
60.000
24.157
54.195
130.000
63.144
24.400
24.157
66.423
50.000
130.000
50.000
118.000
55.000
130.000
43.000
60.000
38.637
129.400
50.000
0.479
142.691
50.000
136.672
133.133
50.000
132.049
50.000
132.354
44.498
Direction/Delta
S0° 41' 27.57"W
S81° 03' 37.26"E
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 41' 27.57"W
N0° 41' 27.57"E
N81° 03' 37.26"W
S0° 41' 27.57"W
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
N89° 18' 32.43"W
S0° 41' 27.57"W
S89° 18' 32.43"E
N81° 03' 37.26"W
S0° 41' 27.57"W
S89° 18' 32.43"E
N81° 03' 37.26"W
S0° 41' 27.57"W
S89° 18' 32.43"E
S0° 41' 27.57"W
S0° 41' 27.57"W
S89° 18' 32.43"E
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
N89° 39' 50.32"W
Radius
Parcel Table
Parcel #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Area
6609.97 SF
6619.35 SF
6734.88 SF
6973.69 SF
8544.80 SF
7119.05 SF
6500.00 SF
7429.55 SF
8565.07 SF
7800.00 SF
7800.00 SF
9120.00 SF
7876.42 SF
6917.93 SF
7434.41 SF
9696.28 SF
10124.95 SF
8108.60 SF
7560.52 SF
8248.78 SF
7832.68 SF
9673.79 SF
8364.24 SF
Parcel Table
Parcel #
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Area
6552.99 SF
6621.51 SF
7317.13 SF
12260.94 SF
9049.46 SF
7565.37 SF
9113.30 SF
9148.32 SF
7586.73 SF
7527.31 SF
8675.71 SF
7801.09 SF
6637.98 SF
6672.12 SF
6532.07 SF
6481.77 SF
6544.27 SF
6709.81 SF
6615.20 SF
6521.51 SF
6549.25 SF
6576.91 SF
6452.99 SF
Parcel Table
Parcel #
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
Area
8504.46 SF
6497.56 SF
6500.00 SF
14272.91 SF
13961.93 SF
6400.01 SF
7040.02 SF
10666.58 SF
7527.96 SF
6505.97 SF
6533.63 SF
6561.28 SF
7416.59 SF
9067.77 SF
11966.25 SF
23864.66 SF
16413.44 SF
13872.05 SF
14044.54 SF
14217.03 SF
14348.22 SF
14078.61 SF
12088.80 SF
Parcel Table
Parcel #
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
Area
4488.90 SF
4493.90 SF
4585.41 SF
4774.56 SF
5549.17 SF
3999.96 SF
4000.00 SF
4184.96 SF
5168.14 SF
5000.00 SF
5000.00 SF
6100.00 SF
4582.96 SF
4326.36 SF
4734.90 SF
5910.60 SF
6260.80 SF
5283.01 SF
4836.65 SF
4866.67 SF
4547.69 SF
5996.19 SF
4883.64 SF
Parcel Table
Parcel #
24
25
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
Area
4042.39 SF
4085.13 SF
4599.28 SF
8712.24 SF
5453.36 SF
4852.29 SF
5918.26 SF
5951.57 SF
4869.38 SF
4829.08 SF
5135.67 SF
4500.80 SF
4101.67 SF
4106.75 SF
4011.89 SF
3980.48 SF
4019.52 SF
4158.71 SF
4118.14 SF
4017.25 SF
4039.37 SF
4061.50 SF
4039.23 SF
Parcel Table
Parcel #
47
48
49
50
51
52
53
54
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
Area
5077.68 SF
4000.00 SF
4000.00 SF
7862.88 SF
7722.44 SF
4000.00 SF
4500.00 SF
6602.61 SF
4295.56 SF
4007.17 SF
4029.31 SF
4051.44 SF
4408.62 SF
4853.47 SF
4952.17 SF
10339.40 SF
7391.78 SF
5477.07 SF
5741.04 SF
5056.85 SF
5084.60 SF
6514.24 SF
6920.66 SF
LOT BEARING AND DISTANCE TABLE3
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C3.1 SITE PLAN-ENLARGED.DWG ---- 05/07/2025 13:34:14
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CON
S
T
R
U
C
T
I
O
N
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C3.4
LOT TABLES
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
LOT AREA TABLE1
BUILDING ENVELOPE AREA TABLE2
IPF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
A
E
AE
AE
AE
AE
AE
A
E
AE
A
E
A
E
A
E
AE
AE
AE
AE
AE
AE
AE
A
E
A
E
A
E
A
E
AE
AE
AE
AE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
67
68
65
66
47
48
49
50
35 36 37 38 39 40
41 44 45 46
31
32
33
34
28
29
30
23
24
25
26
27
21
22
13 14 15 16
9
10
11
12
17 18 19 20
6
7
8
1 2 3 4 5
43
69
64
62
63
61
60
59
58
57
56
55
54
53
52
51
42
OPENSPACE
(FUTURE
AMENITY SITE)
OPENSPACEOPENSPACE
OPENSPACE
PUMP
STATION
EX.
RAMP
MAIL
SCM #1
RAMP ACCESS
OPENSPACE
SC
M
#
2
ROAD A
ROAD A
RO
A
D
B
RO
A
D
B
RO
A
D
C
R
O
A
D
C
ROAD C
ROAD C
RO
A
D
E
RO
A
D
E
RO
A
D
F
RO
A
D
F
ALLEY A ALLEY A ALLEY A
AL
L
E
Y
A
AL
L
E
Y
B
AL
L
E
Y
B
AL
L
E
Y
C
ALLEY D
SC
M
#
3
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C3.5 ROADWAY CLASSIFICATIONS.DWG ---- 05/07/2025 13:34:30
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CON
S
T
R
U
C
T
I
O
N
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C3.5
ROADWAY CLASSIFICATIONS
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
SCALE: 1"= 100'ROADWAY CLASSIFICATIONS2
LEGEND AND NOTES1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C3.5
ROADWAY CLASSIFICATIONS
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=100' (Horiz.)
200'100'100'
SYMBOL LEGEND
SYMBOL DESCRIPTION TRAVELWAY WIDTH (FOC TO
FOC)
LOCAL STREET 24'
LOCAL ALLEY 18'
IPF
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
A
E
AE
AE
AE
AE
AE
A
E
AE
A
E
A
E
A
E
AE
AE
AE
AE
AE
AE
AE
A
E
A
E
A
E
A
E
AE
AE
AE
AE
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
67
68
65
66
47
48
49
50
35 36 37 38 39 40
41 44 45 46
31
32
33
34
28
29
30
23
24
25
26
27
21
22
13 14 15 16
9
10
11
12
17 18 19 20
6
7
8
1 2 3 4 5
43
69
64
62
63
61
60
59
58
57
56
55
54
53
52
51
42 SC
M
#
2
ROAD C
AL
L
E
Y
F
AL
L
E
Y
F
8" C900 WATER MAIN
(TYP.)
STORMWATER
PIPE (TYP.)
8" C900 WATER
MAIN (TYP.)
FORCEMAIN
(TYP.)
8" C900 SANITARY
SEWER PIPE (TYP.)
STORMWATER
PIPE (TYP.)
POND
OUTFALL PIPE
POND OUTFALL
PIPE (TYP.)
2" C900 WATER
MAIN (TYP.)
2" C900 WATER MAIN
(TYP.)
STORMWATER
CURB INLET
(TYP.)
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C8.0 UTILITY PLAN-OVERALL.DWG ---- 05/07/2025 13:34:43
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CON
S
T
R
U
C
T
I
O
N
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C8.0
UTILITY PLAN - OVERALL
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
SCALE: 1"= 100'UTILITY PLAN - OVERALL2
LEGEND AND NOTES1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C8.0
UTILITY PLAN - OVERALL
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=100' (Horiz.)
200'100'100'
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
XXX
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
23
24
25
26
27
21
22
13 14 15 16
9
10
11
12
17 18 19 20
6
7
8
1 2 3 4 5
8" C900 WATER
MAIN (TYP.)
8"x2" MJ CROSS
(TYP.)
2" C900 WATER
MAIN (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)
BLOWOFF VALVE (TYP.)
FORCEMAIN
(TYP.)
GATE VALVE (TYP.)
STORMWATER
CURB INLET (TYP.)
STORMWATER
PIPE (TYP.)
SANITARY SEWER
PIPE (TYP.)
STORMWATER
DROP INLET (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)
OFFSITE EXTENSIONS
TO BE DETERMINED
OFFSITE EXTENSIONS
TO BE DETERMINED
OFF SITE STORMWATER
DIVERSION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C8.1 UTILITY PLAN-ENLARGED.DWG ---- 05/07/2025 13:35:00
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CON
S
T
R
U
C
T
I
O
N
SCALE: 1"= 40'UTILITY PLAN - ENLARGED2 LEGEND AND NOTES1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C8.1
UTILITY PLAN - ENLARGED
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=40' (Horiz.)
80'40'40'
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
8
.
2
PROPOSED UTILITIES LEGEND
WATER LINE
FIRE HYDRANT ASSEMBLY
WATER VALVE
WATER ELBOW
WATER TEE
SANITARY SEWER
SANITARY SEWER MANHOLE
SANITARY SEWER CLEAN OUTCO
WATER SERVICE
SANITARY SEWER SERVICE
TAPPING SLEEVE
REDUCER
STORM DRAIN LINE
STORM DRAIN CURB INLET
STORM DRAIN JUNCTION BOX
STORM DRAIN DROP INLET
STORM DRAIN MANHOLE
STORM DRAIN MANHOLE
STORM DRAIN MANHOLE
45 DEG VERTICAL ELBOW
SANITARY FORCE MAIN
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
AE
AE
AE AE
AE
AE
AE
AE
AE
A
E
A
E
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
A
E
A
E
AE
AE
AE
AE
POND OUTFALL
(TYP.)
35
36 37
38 39
40
41
44 45 46
31
32
33
34
28
29
30
23
24
25
26
27
21
22
4342
STORMWATER
CURB INLET (TYP.)
MJ TEE (TYP.)
8" C900 WATER
MAIN (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)
STORMWATER END
SECTION (TYP.)
SANITARY SEWER
PIPE (TYP.)
FORCEMAIN (TYP.)
GATE VALVE (TYP.)
STORMWATER
PIPE (TYP.)
BLOW-OFF
VALVE (TYP.)
2" C900 WATER
MAIN (TYP.)
OFF SITE STORMWATER
DIVERSION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C8.1 UTILITY PLAN-ENLARGED.DWG ---- 05/07/2025 13:35:03
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CON
S
T
R
U
C
T
I
O
N
LEGEND AND NOTES1SCALE: 1"= 40'UTILITY PLAN - ENLARGED2
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C8.2
UTILITY PLAN - ENLARGED
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=40' (Horiz.)
80'40'40'
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
8
.
1
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
8
.
3
SANITARY FORCE MAIN
45 DEG VERTICAL ELBOW
STORM DRAIN MANHOLE
STORM DRAIN MANHOLE
STORM DRAIN MANHOLE
STORM DRAIN DROP INLET
STORM DRAIN JUNCTION BOX
STORM DRAIN CURB INLET
STORM DRAIN LINE
REDUCER
TAPPING SLEEVE
SANITARY SEWER SERVICE
WATER SERVICE
CO SANITARY SEWER CLEAN OUT
SANITARY SEWER MANHOLE
SANITARY SEWER
WATER TEE
WATER ELBOW
WATER VALVE
FIRE HYDRANT ASSEMBLY
WATER LINE
PROPOSED UTILITIES LEGEND
X
X
X
X
X
X
X
X
X
X
X
X
X X
X X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
X
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
A
E
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
A
E
A
E
AE
A
E
A
E
A
E
A
E
A
E
A
E
A
E
A
E
A
E
AE
AE
AE
AE
AE
AE
AE
AE
AE
AE
A
E
A
E
A
E
AE
A
E
A
E
A
E
AE
A
E
AE
AE
AE
AE
67
68
65
66
47
48
49
50
69
64
62
63
61
60
59
58
57
56
55
54
53
52
51
SC
M
#
2
ROAD C
AL
L
E
Y
E
AL
L
E
Y
F
STORMWATER
CURB INLET (TYP.)
INFILTRATION
SYSTEM (TYP.)
2" C900 WATER
MAIN (TYP.)
8"x2" MJ TEE (TYP.)
FIRE HYDRANT
ASSEMBLY (TYP.)
POND OUTFALL
PIPE (TYP.)
SANITARY SEWER
PIPE (TYP.)
GATE VALVE (TYP.)
8"x2" MJ TEE (TYP.)
GATE VALVE (TYP.)
8"x2" MJ TEE (TYP.)
GATE VALVE (TYP.)
2" C900 WATER
MAIN (TYP.)
LEVEL SPREADER
(TYP.)
SC
M
#
3
INFILTRATION
SYSTEM (TYP.)
INFILTRATION
OUTFALL PIPE (TYP.)
INFILTRATION
OUTFALL PIPE (TYP.)
SCALE: 1"= 40'UTILITY PLAN - ENLARGED2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C8.1 UTILITY PLAN-ENLARGED.DWG ---- 05/07/2025 13:35:06
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CON
S
T
R
U
C
T
I
O
N
LEGEND AND NOTES1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C8.3
UTILITY PLAN - ENLARGED
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=40' (Horiz.)
80'40'40'
MA
T
C
H
L
I
N
E
S
E
E
S
H
E
E
T
C
8
.
2
SANITARY FORCE MAIN
45 DEG VERTICAL ELBOW
STORM DRAIN MANHOLE
STORM DRAIN MANHOLE
STORM DRAIN MANHOLE
STORM DRAIN DROP INLET
STORM DRAIN JUNCTION BOX
STORM DRAIN CURB INLET
STORM DRAIN LINE
REDUCER
TAPPING SLEEVE
SANITARY SEWER SERVICE
WATER SERVICE
CO SANITARY SEWER CLEAN OUT
SANITARY SEWER MANHOLE
SANITARY SEWER
WATER TEE
WATER ELBOW
WATER VALVE
FIRE HYDRANT ASSEMBLY
WATER LINE
PROPOSED UTILITIES LEGEND
45.00' RIGHT OF WAY
10.00' NON
MUNICIPAL
EASEMENT
5.00' SIDEWALK 10.00' NON
MUNICIPAL
EASEMENT
24.00' TRAVEL LANE
12.00'12.00'
10.00'
PALZA
4.50' PLAZA
45.00' RIGHT OF WAY
24.00' TRAVEL LANE
5.00'
5.00' SIDEWALK
10.00' NON
MUNICIPAL
EASEMENT
5.50'5.00'
5.00' SIDEWALK
5.50'
10.00' NON
MUNICIPAL
EASEMENT
12.00'12.00'
4.50' PLAZA4.50' PLAZA
45.00' RIGHT OF WAY
8.00'
DEDICATED
PARKING LANE
(SIDE VARIES)
8.00'
PEDESTRIAN
ACCESS EASEMENT5.00'2.50'
5.00' SIDEWALK
10.00' NON
MUNICIPAL
EASEMENT
5.00' SIDEWALK
2.50'
5.50'
24.00' TRAVEL LANE
12.00'12.00'
4.50' PLAZA
45.00' RIGHT OF WAY
8.00'
DEDICATED
PARKING LANE
8.00'
DEDICATED
PARKING LANE
8.00'
PEDESTRIAN
ACCESS EASEMENT
8.00'
PEDESTRIAN
ACCESS EASEMENT
2.50'
PLAZA
2.50'
PLAZA
5.00' SIDEWALK
2.50'
10.00' NON
MUNICIPAL
EASEMENT
2.50'
5.00' SIDEWALK
2.50'
10.00' NON
MUNICIPAL
EASEMENT
2.50'
24.00' TRAVEL LANE
12.00'12.00'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C9.11 TYPICAL ROAD CROSS SECTIONS.DWG ---- 05/07/2025 13:35:32
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CON
S
T
R
U
C
T
I
O
N
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C9.11
TYPICAL ROAD CROSS SECTIONS
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
1" = 5'-0"LOCAL STREET A: UNPARKED WITH VALLEY CURB (24' WIDTH)1
1" = 5'.0"LOCAL STREET B: WITH STANDARD CURB (24' WIDTH)2
1" = 5'-0"LOCAL STREET C: PARKING ON BOTH SIDES (24' WIDTH)3
1" = 5'-0"LOCAL STREET D: PARKING ON SINGLE SIDE (24' WIDTH)4
RIGHT OF WAY WIDTH VARIES
18.00' TRAVEL LANE
(ONE-WAY)
5.00' SIDEWALK
SCM
WIDTH VARIES
10.00' NON
MUNICIPAL
EASEMENT
18.00' TRAVEL LANE
(ONE-WAY)
4.50' PLAZA5.00' SIDEWALK10.00' NON
MUNICIPAL
EASEMENT
4.50' PLAZA
AD
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PRIVATE DRIVEWAY
22.00' RIGHT OF WAY
10.00'
NON-MUNICIPAL
EASEMENT
18.00'
TRAVEL LANE
1.00'
HEADER
CURB
1.00'
HEADER
CURB
AD
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22.00' RIGHT OF WAY
10.00'
NON-MUNICIPAL
EASEMENT
18.00'
TRAVEL LANE
1.00'
HEADER
CURB
1.00'
HEADER
CURB
10.00'
NON-MUNICIPAL
EASEMENT
2.00'2.00'
PRIVATE DRIVEWAY PRIVATE SIDEYARD
AD
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22.00' RIGHT OF WAY
10.00'
NON-MUNICIPAL
EASEMENT
18.00'
TRAVEL LANE
1.00'
HEADER
CURB
1.00'
HEADER
CURB
10.00'
NON-MUNICIPAL
EASEMENT
2.50'
PEDESTRIAN
ACCESS
EASEMENT
5.00' SIDEWALK
3.00'
1.00'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C9.11 TYPICAL ROAD CROSS SECTIONS.DWG ---- 05/07/2025 13:35:42
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SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C9.12
TYPICAL ROAD CROSS SECTIONS
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
1" = 5'-0"LOCAL STREET E: PARKING ON SINGLE SIDE (18' WIDTH)1
1" = 5'-0"LOCAL ALLEY A1: SINGLE LOADED (20' WIDTH)21" = 5'-0"LOCAL ALLEY A2: DOUBLE LOADED (20' WIDTH)31" = 5'-0"LOCAL ALLEY A3: SINGLE LOADED WITH SIDEWALK (20' WIDTH)4
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"
3" 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
LIGHT BROOM
FINISH, SWEEP
PERPENDICULAR TO
PATH OF TRAVEL
3"3"
SMOOTH TROWEL
EDGE
PAVEMENT JOINTS, SEE
DETAIL FOR LOCATIONS
WI
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NOTES:
1.ALL WALKWAYS SHALL MEET OR EXCEED GOVERNING MUNICIPALITIES
REQUIREMENTS.
2.SUBGRADE SHALL NOT CONTAIN ANY ORGANIC MATTER.
3.REFER TO 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"
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.
DECORATIVE CONCRETE
PAVEMENT, SEE DETAIL
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"
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.
DECORATIVE CONCRETE
PAVEMENT, SEE DETAIL
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)
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)
TURN DOWN CURB
ISOMETRIC
NOT TO SCALE
TRANSITION GUTTER
UP TO TOP OF CURB
FLUSH ISOMETRIC
NOT TO SCALE
TRANSITION TOP OF
CURB DOWN TO FLUSH
ISOMETRIC
NOT TO SCALE
SLOP
E
DOWN
SLOP
E
DOW
N
SLOPE
DOWN
1'-0"
VARI
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,
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TRANSITION VERTICAL
CURB TO SLOPED CURB
ISOMETRIC
NOT TO SCALE
TRAN
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1
0
'
TRANSITION CATCH
CURB TO SPILL CURB
ISOMETRIC
NOT TO SCALE
CAT
C
H
SPIL
LSPILL OR CATCH
CURB, SEE
DETAIL
VALLEY CURB,
SEE DETAIL
SPILL OR CATCH
CURB, SEE
DETAIL
FLUSH CURB, SEE
THIS DETAIL
2'-0"
6"
6"
3'-0"
AGGREGATE
BASE, SEE
DETAIL
CONCRETE, SEE
DETAIL1'-0"
FLUSH CURB SECTION
NOT TO SCALE
CATCH CURB,
SEE DETAIL
SPILL CURB,
SEE DETAIL
TRAN
S
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O
V
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1
0
'
SPILL OR CATCH
CURB, SEE
DETAIL
FLUSH CURB, SEE
THIS DETAIL
VARI
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S
,
S
E
E
P
L
A
N
FLUSH FLUSH
ED
G
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O
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PA
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BA
C
K
O
F
CU
R
B
SPILL OR CATCH
CURB, SEE
DETAIL
FLUSH CURB, SEE
THIS DETAIL
2"
-
3
"
NON-RUTTING, COMPACTED
SUBGRADE, SEE GEOTECH REPORT
2"-3" COARSE AGGREGATE OR
#4 STONE, TO BE MAINTAINED
UNTIL REMOVAL AND
INSTALLATION OF ASPHALT
PAVEMENT, SEE DETAILS
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C11.0 SITE DETAILS.DWG ---- 05/07/2025 13:36:00
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SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C11.0
SITE DETAILS
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
CURB & GUTTER1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C11.0
SITE DETAILS
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
CURB TRANSITIONS2
ASPHALT PAVEMENT3
SIDEWALK4CONCRETE JOINTS5
GRAVEL ACCESS ROAD6PEDESTRIAN CROSSWALK7
GENERAL NOTES
10'
40'
20'10'10'10'
LEGEND
W = WIDTH OF TRAVEL LANE
SKIP LINES
CENTER LINE
4''
10' SKIP LINES
6''4''
10' SKIP LINES
YELLOW
YELLOW OR WHITE
WHITE
SKIP
BLACK
SKIP
WHITE
SKIP
DIRECTION OF
TRAFFIC FLOW
8''*
BLACK - WHITE COMBINATION
BLACK
SKIP
FOR USE ON CONCRETE PAVEMENTS TO PROVIDE
CONTRAST FOR THE WHITE LANE LINE, ALONG
THRU LANES AND RAMP LANES.
STOP OR TRANSVERSE BAR
24''
WHITE
STRAIGHT ARROW
RIGHT OR LEFT
TURN ARROW
COMBINATION STRAIGHT AND
LEFT OR RIGHT TURN ARROW
COMBINATION LEFT AND STRAIGHT
AND RIGHT TURN ARROW
10'
56"
64"
12"
12"
14"
14"
20"
R=40"
R=28"
76"
100"
24"
28"
8"
4"
44"
32"
36"
28"
32"
12"
R=40"
24"
160"
64"
12"
14"
20"
28"
76"
32"
28"
44"
4"
R=28"
36"
32"
8"
12"
14"
1.ALL PAVEMENT MARKING SYMBOLS SHALL BE WHITE IN COLOR.
2.PAVEMENT MARKING SYMBOLS SHALL NOT BE LOCATED AS TO
ENCROACH INTO INTERSECTION AREAS.
3.ON PORTLAND CEMENT CONCRETE PAVEMENTS, PAVEMENT
MARKING SYMBOLS SHALL NOT BE PLACED ACROSS
TRANSVERSE EXPANSION JOINTS, UNLESS APPROVED BY THE
ENGINEER.
4.ALL SYMBOLS SHALL CONFORM TO THE FHWA "STANDARD
ALPHABETS FOR HIGHWAY SIGNS AND PAVEMENT MARKINGS",
(REFER TO SHEETS 4 THRU 7). SYMBOL DIMENSIONS MAY VARY
AMONG MANUFACTURERS, THEREFORE SLIGHT VARIANCES ARE
ACCEPTABLE, HOWEVER, ALL SYMBOLS ARE REQUIRED TO BE
APPROVED BY NCDOT.
PAVEMENT JOINT, SEE
LAYOUT PLANS FOR
LOCATION AND TYPE
DECORATIVE CONCRETE
PAVEMENT, SEE DETAIL
CONCRETE CURB AND
GUTTER, SEE DETAIL
TRANSITION CURB
PLANTING AREA OR
LAWN AREA, SEE
LANDSCAPE PLANS
ISOMETRIC
NOT TO SCALE
NOTE: SEE DECORATIVE CONCRETE
PAVEMENT DETAIL FOR MAX.
SLOPES, SEE ALSO THE GRADING
PLAN
6'-0"
SEE L
A
Y
O
U
T
PLAN
6'-0"
NON-DOWELED
EXPANSION JOINT, SEE
DETAIL
A
A
ASPHALT PAVEMENT, SEE
DETAIL
TRUNCATED DOME
WARNING MATS
COMPACTED SUBGRADE, 98
PERCENT OF THE STANDARD
PROCTOR MAXIMUM DRY
DENSITY (ASTM D 698)
PAVEMENT JOINT,
SEE LAYOUT PLANS
FOR LOCATION AND
TYPE
CONCRETE RAMP, SIMILAR
TO DECORATIVE
CONCRETE PAVEMENT,
SEE DETAIL
ASPHALT PAVEMENT, SEE
DETAIL
CONCRETE CURB AND
GUTTER, SEE DETAIL
NON-DOWELED
EXPANSION JOINT, SEE
DETAIL
SECTION A
3/4" = 1'-0"
PLANTING AREA OR LAWN
AREA BEYOND, SEE ISOMETRIC
1:12 MAX. SLOPE
PAVEMENT JOINT, SEE
LAYOUT PLANS FOR
LOCATION AND TYPE
CONCRETE SIDEWALK,
SEE DETAIL
ASPHALT PAVEMENT,
SEE DETAIL
CONCRETE CURB
AND GUTTER, SEE
DETAIL
EXPANSION JOINT,
SEE DETAIL
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)
PAVEMENT JOINT, SEE
LAYOUT PLANS FOR
LOCATION AND TYPE
CONCRETE SIDEWALK,
SEE DETAIL
CONCRETE CURB AND
GUTTER, SEE DETAIL
ASPHALT
PAVEMENT, SEE
DETAIL
PLANTING AREA OR
LAWN AREA, SEE
LANDSCAPE PLANS
A
A
EXPANSION JOINT, SEE
DETAIL
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.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"
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C11.1
SITE DETAILS
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
PAVEMENT STRIPING1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
05/07/2025
C11.1
SITE DETAILS
SITE PLAN APPROVAL
CAROLINA BEACH RD, WILMINGTON, NC
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
DRAWING NUMBER
REVISION
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\10195\0001\ENG\80-DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C11.0 SITE DETAILS.DWG ---- 05/07/2025 13:36:09
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CURB RAMP TYPE 13CURB RAMP TYPE 24
Daveyresourcegroup.com/Carolinas • Phone: 910.452.0001 • Fax: 910.452.0060 3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403
May 7, 2025
TO: Mr. Matt Hourihan
McKim & Creed
243 North Front Street
Wilmington, NC 28401
MHourihan@mckimcreed.com
RE: Sea Glass Harbor - Freshwater Wetland Information
Carolina Beach Road; Wilmington, NC (New Hanover County)
Dear Mr. Hourihan:
In 2021, Davey Resource Group, Inc. (DRG) performed a wetland delineation of the approximately
28.1-acre tract known as Sea Glass Harbor (formerly referred to as the Musselwhite Tract), which
is located between Carolina Beach Road and the Atlantic Intracoastal Waterway (AIWW) in
Wilmington, New Hanover County, NC. Our work included an assessment of available maps
(LiDAR, county soil survey, USGS topographic quadrangle, etc.) and aerial photographs. Our on-
site evaluation included assessments of the three parameters (soils, hydrology, and vegetation)
that identify the limits of wetlands as defined in the 2010 Regional Supplement to the Corps of
Engineers (COE) Wetland Delineation Manual: Atlantic and Gulf Coastal Plain Region (Version
2.0). The following is a summary of our findings.
Based upon observations noted at the time of our field evaluation, we identified jurisdictional
freshwater wetlands and coastal wetlands within the site. A non-jurisdictional wetland pocket
and two jurisdictional ditches were also located. The remainder of the site was uplands. DRG’s
wetland delineation was approved by the US Army Corps of Engineers in 2021 (attached). DRG
staff more recently spot checked our previous delineation and confirmed that site conditions
remain the same.
The freshwater wetlands near the AIWW were found to support a sparse canopy of loblolly pines
(Pinus taeda) and a dense shrub layer of wax myrtle (Morella cerifera), eastern baccharis
(Baccharis halimifolia), and marsh elder (Iva frutescens). The freshwater wetlands in the center
of the site supported a canopy of mostly hardwoods such as red maple (Acer rubrum), sweetgum
(Liquidambar styraciflua), and black gum (Nyssa sylvatica). They are situated in the floodplain of
the AIWW with a water table close to the ground surface. For New Hanover County conservation
resource setback purposes, it is our professional opinion that the jurisdictional freshwater
wetlands as depicted on the wetland map is the extent of swamp forest habitat within the site.
Daveyresourcegroup.com/Carolinas • Phone: 910.452.0001 • Fax: 910.452.0060 3805 Wrightsville Ave., Suite 15, Wilmington, NC 28403
2
I hope this information is of assistance to your work. I may be reached either by phone at
910.452.0001 or by email at kim.williams@davey.com should you have any questions. Thank you
for allowing DRG the opportunity to assist you with this evaluation.
Sincerely,
Kim Williams
Section Manager
Electronically Transmitted
U.S. ARMY CORPS OF ENGINEERS
WILMINGTON DISTRICT
Action Id. SAW-2020-02101 County: New Hanover U.S.G.S. Quad: NC- Carolina Beach
NOTIFICATION OF JURISDICTIONAL DETERMINATION
Requestor: Sunset Cove Enterprises LLC
Robert Whiting
Address: 16140 Northcross Dr.
Huntersville, NC 28078
E-mail: bob@caromarkbg.com
Size (acres) 28.07 Nearest Town Wilmington
Nearest Waterway Intracoastal Waterway (ICW) River Basin Onslow Bay
USGS HUC 03020302 Coordinates Latitude: 34.081563
Longitude: -77.890420
Location description: The project area (comprised of multiple properties) is located between Carolina Beach Road and the ICW
bordered to the north by Bozeman Road and to the south by Salient Point Rd south of Wilmington.
Indicate Which of the Following Apply:
A.PreliminaryDetermination
܆ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403). The
waters, including wetlands have been delineated, and the delineation has been verified by the Corps to be sufficiently accurate
and reliable. The approximate boundaries of these waters are shown on the enclosed delineation map dated DATE. Therefore
this preliminary jurisdiction determination may be used in the permit evaluation process, including determining compensatory
mitigation. For purposes of computation of impacts, compensatory mitigation requirements, and other resource protection
measures, a permit decision made on the basis of a preliminary JD will treat all waters and wetlands that would be affected in any
way by the permitted activity on the site as if they are jurisdictional waters of the U.S. This preliminary determination is not an
appealable action under the Regulatory Program Administrative Appeal Process (Reference 33 CFR Part 331). However, you may
request an approved JD, which is an appealable action, by contacting the Corps district for further instruction.
܆ There appear to be waters, including wetlands on the above described project area/property, that may be subject to Section 404
of the Clean Water Act (CWA)(33 USC § 1344) and/or Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403).
However, since the waters, including wetlands have not been properly delineated, this preliminary jurisdiction determination
may not be used in the permit evaluation process. Without a verified wetland delineation, this preliminary determination is
merely an effective presumption of CWA/RHA jurisdiction over all of the waters, including wetlands at the project area, which
is not sufficiently accurate and reliable to support an enforceable permit decision. We recommend that you have the waters,
including wetlands on your project area/property delineated. As the Corps may not be able to accomplish this wetland
delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that can be verified by the Corps.
B. Approved Determination
܆ There are Navigable Waters of the United States within the above described project area/property subject to the permit
requirements of Section 10 of the Rivers and Harbors Act (RHA) (33 USC § 403) and Section 404 of the Clean Water Act
(CWA)(33 USC § 1344). Unless there is a change in law or our published regulations, this determination may be relied upon for
a period not to exceed five years from the date of this notification.
܈ There are waters, including wetlandson the above described project area/property subject to the permit requirements of Section
404 of the Clean Water Act (CWA) (33 USC § 1344). Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
܆We recommend you have the waters, including wetlands on your project area/property delineated. As the Corps may not be
able to accomplish this wetland delineation in a timely manner, you may wish to obtain a consultant to conduct a delineation that
can be verified by the Corps.
܈The waters, including wetlands on your project area/property have been delineated and the delineation has been verified by
the Corps. The approximate boundaries of these waters are shown on the enclosed delineation map dated 4/5/2021. We strongly
SAW-2020-02101
suggest you have this delineation surveyed. Upon completion, this survey should be reviewed and verified by the Corps. Once
verified, this survey will provide an accurate depiction of all areas subject to CWA jurisdiction on your property which, provided
there is no change in the law or our published regulations, may be relied upon for a period not to exceed five years.
܆The waters, including wetlands have been delineated and surveyed and are accurately depicted on the plat signed by the
Corps Regulatory Official identified below onDATE. Unless there is a change in the law or our published regulations, this
determination may be relied upon for a period not to exceed five years from the date of this notification.
܆ There are no waters of the U.S., to include wetlands, present on the above described project area/property which are subject to the
permit requirements of Section 404 of the Clean Water Act (33 USC 1344). Unless there is a change in the law or our published
regulations, this determination may be relied upon for a period not to exceed five years from the date of this notification.
܈ The property is located in one of the 20 Coastal Counties subject to regulation under the Coastal Area Management Act (CAMA).
You should contact the Division of Coastal Management in in Wilmington, NC, at (910) 796-7215 to determine their
requirements.
Placement of dredged or fill material within waters of the US, including wetlands, without a Department of the Army permit may
constitute a violation of Section 301 of the Clean Water Act (33 USC § 1311). Placement of dredged or fill material, construction or
placement of structures, or work within navigable waters of the United States without a Department of the Army permit may
constitute a violation of Sections 9 and/or 10 of the Rivers and Harbors Act (33 USC § 401 and/or 403). If you have any questions
regarding this determination and/or the Corps regulatory program, please contact Brad Shaver at 910-251-4611 or
brad.e.shaver@usace.army.mil.
C. Basis For Determination: Basis For Determination: See the approved jurisdictional determination
form dated 04/06/2021.
D. Remarks: A field verification visit occurred on 3/31/2021.
E. Attention USDA Program Participants
This delineation/determination has been conducted to identify the limits of Corps’ Clean Water Act jurisdiction for the particular site
identified in this request. The delineation/determination may not be valid for the wetland conservation provisions of the Food Security
Act of 1985. If you or your tenant are USDA Program participants, or anticipate participation in USDA programs, you should request
a certified wetland determination from the local office of the Natural Resources Conservation Service, prior to starting work.
F. Appeals Information (This information applies only to approved jurisdictional determinations as indicated in B.
above)
This correspondence constitutes an approved jurisdictional determination for the above described site. If you object to this
determination, you may request an administrative appeal under Corps regulations at 33 CFR Part 331. Enclosed you will find a
Notification of Appeal Process (NAP) fact sheet and request for appeal (RFA) form. If you request to appeal this determination you
must submit a completed RFA form to the following address:
US Army Corps of Engineers
South Atlantic Division
Attn: Phillip Shannin, Review Officer
60 Forsyth Street SW, Room 10M15
Atlanta, Georgia 30303-8801
In order for an RFA to be accepted by the Corps, the Corps must determine that it is complete, that it meets the criteria for appeal
under 33 CFR part 331.5, and that it has been received by the Division Office within 60 days of the date of the NAP. Should you
decide to submit an RFA form, it must be received at the above address by 06/05/2021.
**It is not necessary to submit an RFA form to the Division Office if you do not object to the determination in this correspondence.**
Corps Regulatory Official: ______________________________________________________
Date of JD: 04/06/2021 Expiration Date of JD: 04/05/2026
Digitally signed by Brad Shaver
Date: 2021.04.06 08:30:19
-04'00'
SAW-2020-02101
The Wilmington District is committed to providing the highest level of support to the public. To help us ensure we
continue to do so, please complete the Customer Satisfaction Survey located at
http://corpsmapu.usace.army.mil/cm_apex/f?p=136:4:0
Copy furnished (Electronic):
LMG Inc. attn: Rob Moul
LMG Inc. attn: Kim Williams
R
RR
0 200 400100Feet
Scale applies to 11X17" print.
3805 Wrightsville Avenue
Wilmington, NC 28403
(910) 452-0001
Section 404/401 Delineation
Preliminary Sketch
Musselwhite Tracts
New Hanover County, NC
04-05-2021
LMG #20.257 ³L:\WETLANDS\2020 WETLANDS FILES\LMG20.257 ---
Mussellwhite Tracts\Maps
Boundaries are approximate and not meant to be absolute.
Map Source: 2016 NC One Map Aerial Photography
NOTE: This is not a survey. All boundaries and distances are considered
approximate. This represents a preliminary sketch prepared from field notes.
A formal survey and review and approval by the U.S. Army Corps of
Engineers is recommended prior to specific site planning.
Site
Legend
Project Area ~28.07 ac
Uplands ~26.85 ac (96%)
Non-Jurisdictional Wetland ~ 0.09 ac (<1%)
404 Wetlands ~0.79 ac (3%)
Coastal Wetlands ~0.34 ac (1%)
Jurisdictional Ditches (Waters of the U.S.) ~ 940 L.F.
Non-Jurisdictional Ditch ~240 L.F.
NHWL
R Data Points
1
12
1
1116
14106101
308 309
300201 207
210
CW-1
~0.35 ac
W-1
~0.13 ac
W-2
~0.09 ac
W-3
~0.31 ac
W-4
~0.36 ac
DP2-UP DP2-WET
DP1-WET
NJD-1
~240 L.F.
JD-3
~480 L.F.JD-2
~290 L.F.
JD-1
~180 L.F.
NOTIFICATION OF ADMINISTRATIVE APPEAL OPTIONS AND PROCESS AND
REQUEST FOR APPEAL
Applicant: Sunset Cove Enterprises LLC, Robert
Whiting File Number: SAW-2020-02101 Date: 04/06/2021
Attached is: See Section below
܆ INITIAL PROFFERED PERMIT (Standard Permit or Letter of permission) A
܆ PROFFERED PERMIT (Standard Permit or Letter of permission) B
܆ PERMIT DENIAL C
܈ APPROVED JURISDICTIONAL DETERMINATION D
܆ PRELIMINARY JURISDICTIONAL DETERMINATION E
SECTION I - The following identifies your rights and options regarding an administrative appeal of the above decision.
Additional information may be found at or http://www.usace.army.mil/Missions/CivilWorks/RegulatoryProgramandPermits.aspx
or the Corps regulations at 33 CFR Part 331.
A: INITIAL PROFFERED PERMIT: You may accept or object to the permit. x ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit. x OBJECT: If you object to the permit (Standard or LOP) because of certain terms and conditions therein, you may request
that the permit be modified accordingly. You must complete Section II of this form and return the form to the district
engineer. Your objections must be received by the district engineer within 60 days of the date of this notice, or you will
forfeit your right to appeal the permit in the future. Upon receipt of your letter, the district engineer will evaluate your
objections and may: (a) modify the permit to address all of your concerns, (b) modify the permit to address some of your
objections, or (c) not modify the permit having determined that the permit should be issued as previously written. After
evaluating your objections, the district engineer will send you a proffered permit for your reconsideration, as indicated in
Section B below.
B: PROFFERED PERMIT: You may accept or appeal the permit x ACCEPT: If you received a Standard Permit, you may sign the permit document and return it to the district engineer for final
authorization. If you received a Letter of Permission (LOP), you may accept the LOP and your work is authorized. Your
signature on the Standard Permit or acceptance of the LOP means that you accept the permit in its entirety, and waive all
rights to appeal the permit, including its terms and conditions, and approved jurisdictional determinations associated with the
permit. x APPEAL: If you choose to decline the proffered permit (Standard or LOP) because of certain terms and conditions therein,
you may appeal the declined permit under the Corps of Engineers Administrative Appeal Process by completing Section II of
this form and sending the form to the division engineer. This form must be received by the division engineer within 60 days
of the date of this notice.
C: PERMIT DENIAL: You may appeal the denial of a permit under the Corps of Engineers Administrative Appeal Process by
completing Section II of this form and sending the form to the division engineer. This form must be received by the division
engineer within 60 days of the date of this notice.
D: APPROVED JURISDICTIONAL DETERMINATION: You may accept or appeal the approved JD or provide new
information. x ACCEPT: You do not need to notify the Corps to accept an approved JD. Failure to notify the Corps within 60 days of the
date of this notice, means that you accept the approved JD in its entirety, and waive all rights to appeal the approved JD.
x APPEAL: If you disagree with the approved JD, you may appeal the approved JD under the Corps of Engineers
Administrative Appeal Process by completing Section II of this form and sending the form to the district engineer. This form
must be received by the division engineer within 60 days of the date of this notice.
E: PRELIMINARY JURISDICTIONAL DETERMINATION: You do not need to respond to the Corps regarding the
preliminary JD. The Preliminary JD is not appealable. If you wish, you may request an approved JD (which may be appealed),
by contacting the Corps district for further instruction. Also you may provide new information for further consideration by the
Corps to reevaluate the JD.
SECTION II - REQUEST FOR APPEAL or OBJECTIONS TO AN INITIAL PROFFERED PERMIT
REASONS FOR APPEAL OR OBJECTIONS: (Describe your reasons for appealing the decision or your objections to an initial
proffered permit in clear concise statements. You may attach additional information to this form to clarify where your reasons or
objections are addressed in the administrative record.)
ADDITIONAL INFORMATION: The appeal is limited to a review of the administrative record, the Corps memorandum for the
record of the appeal conference or meeting, and any supplemental information that the review officer has determined is needed to
clarify the administrative record. Neither the appellant nor the Corps may add new information or analyses to the record.
However, you may provide additional information to clarify the location of information that is already in the administrative
record.
POINT OF CONTACT FOR QUESTIONS OR INFORMATION:
If you have questions regarding this decision and/or the
appeal process you may contact:
District Engineer, Wilmington Regulatory Division
Attn: Brad Shaver
Wilmington Regulatory Office
U.S Army Corps of Engineers
69 Darlington Avenue
Wilmington, North Carolina 28403
If you only have questions regarding the appeal process you may
also contact:
Mr. Phillip Shannin, Administrative Appeal Review Officer
CESAD-PDO
U.S. Army Corps of Engineers, South Atlantic Division
60 Forsyth Street, Room 10M15
Atlanta, Georgia 30303-8801
Phone: (404) 562-5137
RIGHT OF ENTRY: Your signature below grants the right of entry to Corps of Engineers personnel, and any government
consultants, to conduct investigations of the project site during the course of the appeal process. You will be provided a 15-day
notice of any site investigation, and will have the opportunity to participate in all site investigations.
________________________________________
Signature of appellant or agent.
Date: Telephone number:
For appeals on Initial Proffered Permits send this form to:
District Engineer, Wilmington Regulatory Division, Attn: Brad Shaver, 69 Darlington Avenue, Wilmington, North Carolina
28403
For Permit denials, Proffered Permits and Approved Jurisdictional Determinations send this form to:
Division Engineer, Commander, U.S. Army Engineer Division, South Atlantic, Attn: Mr. Phillip Shannin, Administrative
Appeal Officer, CESAD-PDO, 60 Forsyth Street, Room 10M15, Atlanta, Georgia 30303-8801
Phone: (404) 562-5137
U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE
Page 1 of 4 Form Version 10 June 2020_updated
I. ADMINISTRATIVE INFORMATION
Completion Date of Approved Jurisdictional Determination (AJD): 4/6/2021
ORM Number: SAW-2020-02101
Associated JDs: N/A
Review Area Location1: State/Territory: NC City: Wilmington County/Parish/Borough: New Hanover
Center Coordinates of Review Area: Latitude 34.081563 Longitude -77.890420
II. FINDINGS
A. Summary: Check all that apply. At least one box from the following list MUST be selected. Complete the
corresponding sections/tables and summarize data sources.
܆ The review area is comprised entirely of dry land (i.e., there are no waters or water features, including
wetlands, of any kind in the entire review area). Rationale: N/A or describe rationale.
܆ There are “navigable waters of the United States” within Rivers and Harbors Act jurisdiction within the
review area (complete table in Section II.B).
܈ There are “waters of the United States” within Clean Water Act jurisdiction within the review area
(complete appropriate tables in Section II.C).
܈ There are waters or water features excluded from Clean Water Act jurisdiction within the review area
(complete table in Section II.D).
B. Rivers and Harbors Act of 1899 Section 10 (§ 10)2
§ 10 Name § 10 Size § 10 Criteria Rationale for § 10 Determination
N/A N/A. N/A N/A. N/A
C. Clean Water Act Section 404
Territorial Seas and Traditional Navigable Waters ((a)(1) waters):3
(a)(1) Name (a)(1) Size (a)(1) Criteria Rationale for (a)(1) Determination
N/A. N/A. N/A. N/A. N/A.
Tributaries ((a)(2) waters):
(a)(2) Name (a)(2) Size (a)(2) Criteria Rationale for (a)(2) Determination
JD-1 ~480 linear
feet
(a)(2) Intermittent
tributary
contributes
surface water
flow directly or
indirectly to an
(a)(1) water in a
typical year.
According to field observations, this tributary flows
south through underground pipes where it meets
with JD-2, which eventually flows to the Intracoastal
Waterway.
JD-2 ~290 linear
feet
(a)(2) Intermittent
tributary
contributes
According to field observations, this tributary flows
east through underground pipes to the Intracoastal
Waterway
1 Map(s)/figure(s) are attached to the AJD provided to the requestor.
2 If the navigable water is not subject to the ebb and flow of the tide or included on the District’s list of Rivers and Harbors Act Section 10 navigable
waters list, do NOT use this document to make the determination. The District must continue to follow the procedure outlined in 33 CFR part 329.14 to
make a Rivers and Harbors Act Section 10 navigability determination. 3 A stand-alone TNW determination is completed independently of a request for an AJD. A stand-alone TNW determination is conducted for a specific
segment of river or stream or other type of waterbody, such as a lake, where upstream or downstream limits or lake borders are established. A stand-
alone TNW determination should be completed following applicable guidance and should NOT be documented on the AJD Form.
U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE
Page 2 of 4 Form Version 10 June 2020_updated
Tributaries ((a)(2) waters):
(a)(2) Name (a)(2) Size (a)(2) Criteria Rationale for (a)(2) Determination
surface water
flow directly or
indirectly to an
(a)(1) water in a
typical year.
JD-3 ~180 linear
feet
(a)(2) Intermittent
tributary
contributes
surface water
flow directly or
indirectly to an
(a)(1) water in a
typical year.
According to field observations, this tributary flows
east through underground pipes to the Intracoastal
Waterway
Lakes and ponds, and impoundments of jurisdictional waters ((a)(3) waters):
(a)(3) Name (a)(3) Size (a)(3) Criteria Rationale for (a)(3) Determination
N/A. N/A. N/A. N/A. N/A.
Adjacent wetlands ((a)(4) waters):
(a)(4) Name (a)(4) Size (a)(4) Criteria Rationale for (a)(4) Determination
CW-1 ~0.35 acre(s) (a)(4) Wetland
abuts an (a)(1)-
(a)(3) water.
Coastal Wetland CW-1 abuts the Intracoastal
Waterway to the east.
W-1 ~0.13 acre(s) (a)(4) Wetland
abuts an (a)(1)-
(a)(3) water.
Wetland W-1 abuts Coastal Wetland CW-1.
W-3 ~0.31 acre(s) (a)(4) Wetland
abuts an (a)(1)-
(a)(3) water.
Wetland W-3 abuts UT to Intracoastal Waterway to
the north.
W-4 ~0.36 acre(s) (a)(4) Wetland
separated from
an (a)(1)-(a)(3)
water only by an
artificial structure
allowing a direct
hydrologic
surface
connection
between the
wetland and the
(a)(1)-(a)(3)
water, in a typical
year.
Wetland W-4 is connected to W-3 via underground
pipe.
D. Excluded Waters or Features
U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE
Page 3 of 4 Form Version 10 June 2020_updated
Excluded waters ((b)(1) – (b)(12)):4
Exclusion Name Exclusion Size Exclusion5 Rationale for Exclusion Determination
NJD-1 ~240 linear
feet
(b)(5) Ditch that is
not an (a)(1) or
(a)(2) water, and
those portions of
a ditch
constructed in an
(a)(4) water that
do not satisfy the
conditions of
(c)(1).
According to field observations, county soils
surveys and USGS topographic maps, this ditch
non-jurisdictional. It is constructed in non-hydric
soils, and is not a relocated tributary or dug into
an adjacent wetland.
W-2 ~0.09 acre(s) (b)(1) Non-
adjacent wetland.
Wetland W-2 is surrounded in uplands. It is
connected to NJD-1, which passes through
uplands.
III. SUPPORTING INFORMATION
A. Select/enter all resources that were used to aid in this determination and attach data/maps to this
document and/or references/citations in the administrative record, as appropriate.
܈ Information submitted by, or on behalf of, the applicant/consultant: Data Package Submitted to USACE
on 1/21/2021
This information is sufficient for purposes of this AJD.
Rationale: N/A or describe rationale for insufficiency (including partial insufficiency).
܆ Data sheets prepared by the Corps: Title(s) and/or date(s).
܆ Photographs: Select. Title(s) and/or date(s).
܈ Corps site visit(s) conducted on: 3/31/2021
܆ Previous Jurisdictional Determinations (AJDs or PJDs): SAW-2020-02101
܈ Antecedent Precipitation Tool: provide detailed discussion in Section III.B.
܈ USDA NRCS Soil Survey: NRCS New Hanover County WebSoil GIs Data
܆ USFWS NWI maps: Title(s) and/or date(s).
܈ USGS topographic maps: 2013 USGS Topographic Quad – Carolina Beach
Other data sources used to aid in this determination:
Data Source (select) Name and/or date and other relevant information
USGS Sources 2013 Topographic Quad – Carolina Beach
USDA Sources NRCS WebSoil New Hanover County GIS Data
NOAA Sources N/A.
USACE Sources N/A.
State/Local/Tribal Sources N/A.
Other Sources NC Emergency Management QL2 LiDAR
Other Sources NAPP 1998 Infrared Imagery
Other Sources 2016 NC One Map Aerial Photography
4 Some excluded waters, such as (b)(2) and (b)(4), may not be specifically identified on the AJD form unless a requestor specifically asks a Corps district
to do so. Corps districts may, in case-by-case instances, choose to identify some or all of these waters within the review area. 5 Because of the broad nature of the (b)(1) exclusion and in an effort to collect data on specific types of waters that would be covered by the (b)(1)
exclusion, four sub-categories of (b)(1) exclusions were administratively created for the purposes of the AJD Form. These four sub-categories are not
new exclusions, but are simply administrative distinctions and remain (b)(1) exclusions as defined by the NWPR.
U.S. ARMY CORPS OF ENGINEERS
REGULATORY PROGRAM
APPROVED JURISDICTIONAL DETERMINATION FORM (INTERIM)
NAVIGABLE WATERS PROTECTION RULE
Page 4 of 4 Form Version 10 June 2020_updated
B. Typical year assessment(s): According to Antecedent Precipitation vs Normal Range based on NOAA's
Daily Global Historical Climatology Network, site conditions were wetter than normal at the time of the field
work.
C. Additional comments to support AJD: N/A or provide additional discussion as appropriate.