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VICINITY MAP4
CAROLINA BEACH RD, WILMINGTON, NC
LOCATION MAP2
SHEET INDEX1PROJECT INFORMATION3
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PRELIMINARY PLAN - MAJOR SUBDIVISION APPLICATION REVIEW DRAWINGS
02/17/2025
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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
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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 ---- 02/17/2025 12:45:40
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AS SHOWN
02/17/2025
C1.1
GENERAL NOTES
PRELIMINARY PLAN
CAROLINA BEACH RD, WILMINGTON, NC
LEGEND AND NOTES1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
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AS SHOWN
02/17/2025
C1.1
GENERAL NOTES
PRELIMINARY PLAN
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 (1
2 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER
DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION
ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT
ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES
CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT
LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO
MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
7.INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO
ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED
SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
8.CHECK THE SEDIMENT BASIN EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND
INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
9.INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT.
CLEAR THE DANDY SACKS OF SEDIMENT AND THE MESH WIRE OF ANY DEBRIS Or OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. INLET PROTECTION SHOULD BE
CLEANED OUT WHEN IT IS HALF FULL.
10.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT
DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING
CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE
CONTRIBUTING DRAINAGE AREAS HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
11.INSPECT THE SKIMMER FOR CLOGGING. PULL THE SKIMMER TO THE SIDE OF THE BASIN AND REMOVE ANY
DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER AND THE ARM OR BARREL PIPE FOR CLOGGING; IF
CLOGGED, REMOVE THE DEBRIS.
12.INSPECT PERMANENT AND TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIATELY STABILIZE IT.
13.INSPECT WATTLES ONCE A WEEK AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT
AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG
THE CHANNEL WHEN NEEDED. CORRECT ALL DAMAGE FROM SUBMERGENCE AND DEPOSITION ABOVE THE
CHECK DAM / WADDLE AND EROSION FROM HIGH FLOWS AROUND EDGES OF DAM IMMEDIATELY.IF
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION
OF THE CHANNEL PER NCDENR PRACTICE 6.31. REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO THE CHANNEL VEGETATION/LINING, ALLOW THE CHANNEL TO DRAIN
THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE
DAM / WADDLE. ADD STONES TO CHECK DAMS AND REPAIR/REPLACE WATTLES AS NEEDED TO MAINTAIN
DESIGN HEIGHT AND CROSS SECTION.
14.INSPECT SILT FENCE ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT IMMEDIATELY. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE
WHEN IT BECOMES ABOUT 0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS
NECESSARY TO MAINTAIN A BARRIER.
15.INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OF IF STONES HAVE
BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR OR
REPLACE RIPRAP AS REQUIRED TO MAINTAIN EFFECTIVENESS. CONTROL WEED AND BRUSH GROWTH AS
NEEDED.
16.IF PROPOSED STORMWATER CONTROL MEASURES ARE USED AS SEDIMENT BASINS DURING
CONSTRUCTION, THEN PRIOR TO SCM CERTIFICATION THE CONTRACTOR SHALL CLEAN THE SEDIMENT
FROM THE SCM, INSTALL FOREBAY BERM, INSTALL EMERGENCY OUTFALL MEASURES, AND GENERALLY
BRING THE SCM INTO COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND NCDEQ RULES AND
REGULATIONS.
17.INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT
FROM THE FLOW AREA AND REPAIR THE DIKE. CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO
AVOID GULLY FORMATION. WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY
STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL
SURFACE.
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
02.17.2025
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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'
N
1
0
°
0
5
'
0
7
"
W
2
4
2
.
4
0
'
S89°06'02"E
365.49'
N
0
5
°
5
5
'
0
7
"
W
22
8
.
9
6
'
N
1
0
°
0
0
'
3
3
"
W
5
4
.
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 POLE404 WETLANDS
0.63 AC
404 WETLANDS
.10 AC
COASTAL WETLANDS
0.34 AC
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 CATCH BASIN
TOP OF GRATE 16.30'
INVERT NORTH 14.30'
INVERT SOUTH 14.05'
EXISTING CATCH BASIN
TOP OF GRATE 18.82'
INVERT 16.82'
EXISTING CATCH BASIN
TOP OF GRATE 17.50'
INVERT 13.15'
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
POTENTIAL
JURISDICTIONAL STREAM
+/- 330', DETERMINATION
CURRENTLY UNDERWAY
POTENTIAL JURISDICTIONAL
WETLANDS +/- 0.08AC,
DETERMINATION CURRENTLY
UNDERWAY
POTENTIAL JURISDICTIONAL
WETLANDS +/- 0.04AC,
DETERMINATION CURRENTLY
UNDERWAY
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 ---- 02/17/2025 14:57:00
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CO
N
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
02/17/2025
C2.1
EXISTING CONDITIONS & DEMOLITION
PRELIMINARY PLAN
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
02/17/2025
C2.1
EXISTING CONDITIONS & DEMOLITION
PRELIMINARY PLAN
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=100' (Horiz.)
200'100'100'
TREE LEGEND
MAPLE TREE
HOLLY TREE
PINE TREE
HARDWOOD TREE
OAK TREE
BAYWOOD TREE
PALM TREE
GUM TREE
SPRUCE TREE
LIVE OAK TREE
MAGNOLIA TREE
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
NOTE:
1.CLIENT PROVIDED SURVEY BY OTHERS.
SURVEY FILE MUSCLEWHITE BASE.DWG CONDUCTED BY ESP &
ASSOCIATES ON FEBRUARY 8TH 2021.
2.MCKIM & CREED IS CURRENTLY CONDUCTING GEOMATICS SERVICES
ON SITE, INTENDED TO PROVIDE MORE ACCURATE INFORMATION AS TO
THE CURRENT STATE OF THE SITE. THIS SURVEY DATA WILL BE USED IN
FINAL DESIGN AND PLATTING FOR THE PROJECT AND WILL BE
PROVIDED TO THE REVIEWERS AS SOON AS IT IS AVAILABLE.
3.CLASS IV SOILS LOCATED NEAR .16AC COASTAL WETLANDS
TREE TO BE REMOVED
02.17.2025
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\C2.2 TREE REMOVAL PLAN.DWG ---- 02/17/2025 12:45:59
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CO
N
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
02/17/2025
C2.2
TREE REMOVAL PLAN
PRELIMINARY PLAN
CAROLINA BEACH RD, WILMINGTON, NC
SCALE: 1"= 100'TREE REMOVAL PLAN2
LEGEND AND NOTES1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
02/17/2025
C2.2
TREE REMOVAL PLAN
PRELIMINARY PLAN
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=100' (Horiz.)
200'100'100'
TREE LEGEND
MAPLE TREE
HOLLY TREE
PINE TREE
HARDWOOD TREE
OAK TREE
BAYWOOD TREE
PALM TREE
GUM TREE
SPRUCE TREE
LIVE OAK TREE
MAGNOLIA TREE
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
NOTE: CLIENT PROVIDED SURVEY BY OTHERS. SURVEY DATA IS
PRELIMINARY IN NATURE AND TO BE USED FOR DISCUSION PURPOSES ONLY.
SURVEY FILE MUSCLEWHITE BASE.DWG CONDUCTED BY ESP & ASSOCIATES
ON FEBRUARY 8TH 2021.
MCKIM & CREED IS CURRENTLY CONDUCTING GEOMATICS SERVICES ON
SITE, INTENDED TO PROVIDE MORE ACCURATE INFORMATION AS TO THE
CURRENT CONDITION OF THE SITE. THIS SURVEY DATA WILL BE USED IN
FINAL DESIGN AND PLATTING FOR THE PROJECT AND WILL BE PROVIDED TO
THE REVIEWERS AS SOON AS IT IS AVAILABLE..
TREE TO BE REMOVED
TREE INVENTORY, REMOVAL & MITIGATION CALCULATIONS TO BE COMPLETED
UPON COMPLETION OF CURRENT TREE SURVEY.
MCKIM & CREED GEOMETRIC FINALIZING UPDATED SURVEY
INCLUDING TREE INVENTORY.
TREES SHOWN ARE FROM 2021 SURVEY PER OTHERS.
02.17.2025
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
D
RO
A
D
D
RO
A
D
E
RO
A
D
E
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
AL
L
E
Y
F
AL
L
E
Y
E
5' CONCRETE SIDEWALK (TYP.)
OFF-SITE ROADWAY
IMPROVEMENTS.
ROUNDABOUT
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
C
A
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.)
22.00'
45.00'
24
.
0
0
'
8.00'
8.00'
(TYP.)
8.00'8.00'
25.00'
R30.00'
R40.00'
R29.00'
45.00'
R32.50'R32.50'
2' CONCRETE CURB
AND GUTTER(TYP.)
22
.
0
0
'
PEDESTRIAN
CROSSWALK (TYP.)
PEDESTRIAN
CROSSWALK (TYP.)
PAVED LOOP TRAIL
22.00'
22.00'
15.00'
BUILDING
SETBACK
(TYP.)BUILDING
SETBACK
(TYP.)
BUILDING
SETBACK
(TYP.)
PROPOSED
EASEMENT (TYP.)
22.00'
8.00'
(TYP.)
ACCESS EASEMENT (GRAVEL)
UTILITY EASEMENT
24
.
0
0
'
23
.
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.)
R30.00'
20.00'
12
.
0
0
'
15
.
0
0
'
1
0
0
.
0
0
'
1
2
0
.
1
6
'
EXISTING EASEMENT (TYP.)
13.00'
13.00'
24.00'
17
.
5
0
'
15.00'15.00'
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
A2
A2
22.00'
A2
A2
E E
E E
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
D
RO
A
D
D
RO
A
D
E
RO
A
D
E
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
AL
L
E
Y
F
AL
L
E
Y
E
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.)
22.00'
45.00'
24
.
0
0
'
8.00'
8.00'
(TYP.)
8.00'8.00'
25.00'
R30.00'
R40.00'
R29.00'
45.00'
R32.50'R32.50'
2' CONCRETE CURB
AND GUTTER(TYP.)
22
.
0
0
'
PEDESTRIAN
CROSSWALK (TYP.)
PEDESTRIAN
CROSSWALK (TYP.)
PAVED LOOP TRAIL
22.00'
22.00'
15.00'
BUILDING
SETBACK
(TYP.)BUILDING
SETBACK
(TYP.)
BUILDING
SETBACK
(TYP.)
PROPOSED
EASEMENT (TYP.)
22.00'
8.00'
(TYP.)
ACCESS EASEMENT (GRAVEL)
UTILITY EASEMENT
24
.
0
0
'
23
.
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.)
R30.00'
20.00'
12
.
0
0
'
15
.
0
0
'
1
0
0
.
0
0
'
1
2
0
.
1
6
'
EXISTING EASEMENT (TYP.)
13.00'
13.00'
24.00'
17
.
5
0
'
15.00'15.00'
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
A2
A2
22.00'
A2
A2
E E
E E
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 ---- 02/17/2025 12:46:08
PRE
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CO
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SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
02/17/2025
C3.0
SITE PLAN - OVERALL
PRELIMINARY PLAN
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
02/17/2025
C3.0
SITE PLAN - OVERALL
PRELIMINARY PLAN
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 MX 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 = 10
NODES = 7
RATIO = 1.43
(10 / 7)
LINK/NODE RATIO DIAGRAM
1 2
3
4
5
6
7
8
9
10
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)
02.17.2025
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
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 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
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
SALIENT FARMS HOLDING LLC
N/F
GLADYS L. SIMMONS
N/F
IRVING SHIRLEY YVONNE W.
N/F
IRVING SHIRLEY YVONNE, WADE ETAL
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.)
12
.
0
0
'
15
.
0
0
'
1
0
0
.
0
0
'
1
2
0
.
1
6
'
EXISTING EASEMENT (TYP.)
16.00'
16.00'
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.)
L82
L8
1
L80 L79
L7
8
L77
L7
6
L75
L7
2
L71
L6
9
C27
C24
L6
5
L64
L6
2
C23
L61
L6
0
C22
L59
L5
8
L57
C
2
1
L56
C20
L5
5
L54L53
C19
L5
2
C18
L5
1
C17
L50
L4
9
C16
L48
L4
7
L46
C15
L45
L4
4
C14
L43
L42
L4
1
C13
L40
C
1
2
L3
9
C11
L3
8
L37
L3
6
L35 L34
L3
3
L3
2
L31
L3
0
L2
9
L28
L2
7
L2
6
C10
L25
C9
L2
4
C8
L23
C
7
L2
2
L21
L2
0
L1
9
L18
L1
7
L1
6
L15
C
6
L1
4
C5
L13
L1
2
L11
L10
C4
L9
L8
C3
L7
L6L5
C2
L4
C1L3
L2
L1 16
.
0
0
'
22.00'
16.00'6.00'
5.00' (TYP.)
38
.
3
6
'
38
.
3
6
'
42.00'
35
.
0
0
'
5.00' (TYP.)
22.00'
16.00'6.00'
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
U
.
S
.
H
I
G
H
W
A
Y
4
2
1
C
A
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
)
N81° 03' 3
7
.
2
6
"
W
87.103
L=152.115,R=1000.000
D=8.7155
N89° 43' 57.30"W
301.409
L =4 3 .3 8 7 ,R =3 0 0 .0 0 0
D =8 .2 8 6 3
S76° 42'
0
6
.
0
7
"
W
62.108
L =2 3 2 .8 7 5 ,R=6 0 0 .0 0 0
D=2 2 .2 3 8 0
N81° 03' 3
7
.
2
6
"
W
72.144
L =10 3 .917 ,R=3 0 0.000
D=19.8 4 67
N0
°
4
1
'
2
7
.
5
7
"
E
16
4
.
7
2
2
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
N0
°
4
1
'
2
7
.
5
7
"
E
41
0
.
5
6
8
N89° 18' 32.43"W
242.000
N0
°
4
1
'
2
7
.
5
7
"
E
24
5
.
8
4
6
N89° 18' 32.43"W
1016.193
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 ---- 02/17/2025 12:46:17
PRE
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T
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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
02/17/2025
C3.1
SITE PLAN - ENLARGED
PRELIMINARY PLAN
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
02.17.2025
OPENSPACE
PUMP STATION
SCM #1
OPENSPACE
RO
A
D
C
R
O
A
D
C
ROAD C
ALLEY A
AL
L
E
Y
A
AL
L
E
Y
E
DB 6074 PG 1452
DB 6074 PG 1449
DB 5665 PG 2078
MB 63 PG 189
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
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
SALIENT FARMS HOLDING LLC
35
36 37
38
39
40
41
43 44 45 46
31
32
33
34
28
29
30
23
24
25
26
27
21
22
42
N75°
0
9
'
5
5
.
0
9
"
W
63.36
2
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'
22.00'
ACCESS EASEMENT (GRAVEL)
UTILITY EASEMENT
24
.
0
0
'
23
.
0
0
'
R21.00'
LOT LINE (TYP.)
20.00'
L146
L1
4
5
L1
3
5
C47L134
L1
3
3
L132
L131
L1
3
0
L129
L128
L1
2
7
L126
L125C46
L1
2
4
L123
L1
2
2
C45
L1
2
1
L120
C44
C43
L1
1
9
L118
C42
L1
1
7
L116
C41
L1
1
5
L114
C40
L1
1
3
L112
C39
C38
L1
1
1
L110
C37
L1
0
9
L108
C36L107
L1
0
6
L105
L1
0
4
L103
C
3
5
L102
L1
0
1
C
3
4
L1
0
0
L99
L9
8
L9
7
L96
L9
5
L9
4
C3
3
L93
L9
2
C
3
2
L9
1
L90
L8
9
L8
8
L87
L8
6
L8
5
L84
C
3
1
C
3
0
L83
L82
L79
C
2
9
L77
C
2
8
L75
L7
4
L7
3
L71
L7
0
C27
L68
C
2
6
L6
7
C25
L66
C24
L64
L6
3
L61
8.00' (TYP.)5.00' (TYP.)
8.00' (TYP.)
24.00'
24.00'8.00' (TYP.)
16.00'
22
.
0
0
'
16
.
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.)
7 ,R=3 0 0.0 0 0
19.8 4 6 7
N0
°
4
1
'
2
7
.
5
7
"
E
18
7
.
8
1
4
N88° 48' 27.95"W
56.770
L
=
2
0
3
.
0
6
6,
R
=
1
3
0.0
0
0
D
=
8
9.
4
9
8
8
N0
°
4
1
'
2
7
.
5
7
"
E
13
3
.
1
6
3
N0
°
3
3
'
3
0
.
1
7
"
E
43
0
.
5
1
9
L =3 2.938,
R
=
2
1.
0
0
0
D=89
.
8
6
7
4
L=91.180,R=300.000D=17.4141
L =9 1.18 0 ,R =3 0 0 .0 0 0
D =17 .4 1 4 1
L =13 2 .4 8 1,R=3 0 0 .0 0 0
D=2 5 .3 0 21
L =91.18 0 ,R =3 0 0 .0 0 0
D=17 .4 14 1N88° 48' 27.95"W
148.323
L=182.360,R=300.000D=34.8282
N88° 48' 27.95"W
66.796
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 ---- 02/17/2025 12:46:18
PRE
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T
I
O
N
LEGEND AND NOTES1SCALE: 1"= 40'SITE PLAN - ENLARGED2
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
02/17/2025
C3.2
SITE PLAN - ENLARGED
PRELIMINARY PLAN
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=40' (Horiz.)
80'40'40'
MA
T
C
H
L
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E
S
E
E
S
H
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E
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3
.
1
MA
T
C
H
L
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E
S
E
E
S
H
E
E
T
C
3
.
3
LEGEND
404 WETLANDS
COASTAL WETLANDS
CONCRETE
GRAVEL
OPEN SPACE
ASPHALT PAVEMENT
02.17.2025
EX. RAMP
RAMP ACCESS
SC
M
#
2
ROAD C
RO
A
D
D
RO
A
D
D
RO
A
D
E
RO
A
D
E
AL
L
E
Y
F
AL
L
E
Y
E
DB 1328 PG 780
DB 1328 PG 780
N/F
MILLER CHARLES L., GAIL B.
N/F
MILLER CHARLES L., GAIL B.
67
68
69
62
63
64
65
66
59
60
61
55
56
57
58
53
54
47
48
49
50 51
52
S0
°
3
3
'
3
0
.
1
7
"
W
17
1
.
8
0
404 WETLANDS
COASTAL WETLANDS
75' CAMA (TYP.)
75' COD (TYP.)
35' COD (TYP.)
8.00'8.00'
25.00'
R40.00'
R29.00'
45.00'
22.00'
22.00'
15.00'
BUILDING
SETBACK
(TYP.)
BUILDING
SETBACK
(TYP.)
PROPOSED ACCESS
EASEMENT (TYP.)
EDGE OF ASPHALT PAVEMENT (TYP.)
17
.
5
0
'
15.00'15.00'
L2
2
2
L221
L2
2
0
L219
L2
1
8
L217
L2
1
6
L2
1
5
L214
L
2
1
3
L2
1
2
L2
1
1
L210
L2
0
9
L2
0
8
L207
L
2
0
6
L2
0
5
L204
L2
0
3
L
2
0
2
L2
0
1
L2
0
0
L199
L1
9
8
L1
9
7
L196
L1
9
5
L194 L193
L1
9
2
L191 L190
L189L188
L1
8
7
L1
8
6
L185
L1
8
4
L1
8
3
L1
8
2
L1
8
1
L180
L1
7
9
L1
7
8
L1
7
7
L176
L1
7
5
L1
7
4
L173
L1
7
2
L171C53
L1
7
0
L1
6
9
L168L167
L1
6
6
C52 L165
L1
6
4
C51
C50
L163
L1
6
2
L161
L1
6
0
L1
5
9
L158
L1
5
7
L1
5
6
L155
L154L153L152L151
L1
5
0
L149
L148L147L146
L1
4
5
L144
L1
4
3
L142
L1
4
1
L1
4
0
L139
L1
3
8
L1
3
7
C49
C48
L1
3
6
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'
19
.
0
0
'
4 8 1,R=3 0 0 .0 0 0
D=2 5 .3 0 2 1
N88° 48' 27.95"W
22.888
L=91.180,R=300.000D=17.4141
L=49.879,R=300.000D=9.5261
N88° 48' 27.95"W
80.005
L =2 9 .5 8 9 ,R =3 0 0 .0 0 0
D =5 .6 5 10
L =110 .16 2 ,R =3 0 0 .0 0 0
D =2 1.0 3 9 5
N88° 48' 27.95"W
22.888
N88° 48' 27.95"W
80.879
L =8 0 .5 7 4 ,R=3 0 0 .0 0 0
D =15 .3 8 8 5
L=
47.12 4,R =3 0 .0 0 0
D=9 0 .0 0 0 0
S1
°
1
1
'
3
2
.
0
5
"
W
32
.
3
0
9
L
=
4
7
.
0
9
6
,
R
=
30.000
D
=
8
9
.
9
4
68
L =4 7 .1 5 2 ,R =30.000
D =9 0 .0 5 32
L=47.12
4,
R
=
3
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=90.0 0 0 0 L=62.83
2,
R
=
4
0
.
0
0
0
D
=
9
0.
0
0
0
0
S0
°
3
3
'
3
0
.
1
7
"
W
13
9
.
2
8
3
S1
°
1
4
'
4
3
.
5
0
"
W
7.
1
7
6
N88° 45' 26.38"W
193.858
N88° 45' 16.50"W
55.622
S1
°
1
1
'
3
2
.
0
5
"
W
23
2
.
5
0
0
N1
°
1
1
'
3
2
.
0
5
"
E
26
4
.
8
0
9
NORMAL HIGH WATER LINE (TYP.)
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 ---- 02/17/2025 12:46:20
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CO
N
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
02/17/2025
C3.3
SITE PLAN - ENLARGED
PRELIMINARY PLAN
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
02.17.2025
Lot Bearing & Distance 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
5.503
50.017
50.130
49.887
29.147
18.850
44.408
78.161
84.640
29.147
60.196
18.850
50.700
24.070
26.794
18.850
18.850
60.228
50.817
12.934
18.850
37.820
18.850
98.433
23.381
49.548
87.328
40.050
55.712
53.601
15.685
60.726
59.928
35.218
132.703
3.959
50.290
30.092
21.499
50.603
50.052
50.737
23.147
28.756
50.435
5.151
47.122
Direction/Delta
0.3084
2.8027
2.8090
2.7954
31.5097
90.0000
48.0070
7.7546
7.7904
31.5097
5.5405
90.0000
4.6665
2.2155
5.5322
90.0000
90.0000
5.9754
5.0417
1.2833
90.0000
6.7191
90.0000
17.4877
25.2763
53.5637
18.0308
15.0471
20.9314
20.1383
89.8674
65.6477
64.7856
18.7704
70.7283
0.8175
10.3834
6.2132
3.8195
8.9901
8.8923
9.0140
4.1123
5.9374
10.4133
1.0635
8.2482
Radius
1022.500
1022.500
1022.500
1022.500
53.000
12.000
53.000
577.500
622.500
53.000
622.500
12.000
622.500
622.500
277.500
12.000
12.000
577.500
577.500
577.500
12.000
322.500
12.000
322.500
53.000
53.000
277.500
152.500
152.500
152.500
10.000
53.000
53.000
107.500
107.500
277.500
277.500
277.500
322.500
322.500
322.500
322.500
322.500
277.500
277.500
277.500
327.328
Lot Bearing & Distance Table
Line #/Curve #
C48
C49
C50
C51
C52
C53
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
Length
45.853
86.980
101.900
26.346
69.095
69.429
50.000
132.354
44.498
132.049
50.000
50.000
133.133
50.000
136.672
0.479
60.000
142.691
38.637
129.400
118.000
55.000
43.000
130.000
50.000
50.000
130.000
24.400
24.157
66.423
24.157
54.195
63.144
130.000
60.000
60.000
130.000
60.000
60.000
22.000
130.000
60.000
152.000
60.000
118.000
48.000
134.550
Direction/Delta
8.1464
17.9588
21.0395
4.6806
14.2662
12.3348
S89° 18' 32.43"E
N0° 41' 27.57"E
N89° 39' 50.32"W
N0° 41' 27.57"E
S89° 18' 32.43"E
S89° 18' 32.43"E
N0° 41' 27.57"E
S89° 18' 32.43"E
N0° 41' 27.57"E
N81° 03' 37.26"W
S89° 18' 32.43"E
N0° 41' 27.57"E
N81° 03' 37.26"W
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
N81° 03' 37.26"W
S0° 41' 27.57"W
S81° 03' 37.26"E
N0° 41' 27.57"E
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S0° 41' 27.57"W
S89° 18' 32.43"E
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
N0° 41' 27.57"E
Radius
322.500
277.500
277.500
322.500
277.500
322.500
Lot Bearing & Distance Table
Line #/Curve #
L42
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
Length
50.000
27.348
142.864
50.000
34.760
154.841
48.000
156.457
48.000
159.193
166.285
50.000
50.000
157.302
38.559
48.000
144.995
23.549
120.330
119.060
48.000
60.000
131.060
70.286
15.667
69.032
15.667
74.193
24.830
131.060
50.000
50.000
10.409
131.060
50.000
136.289
50.000
160.151
22.000
60.000
205.102
27.692
141.134
60.000
50.023
151.249
50.000
Direction/Delta
N89° 18' 32.43"W
N76° 42' 06.07"E
N0° 41' 27.57"E
N89° 18' 32.43"W
N76° 42' 06.07"E
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
N0° 41' 27.57"E
S89° 18' 32.43"E
S89° 18' 32.43"E
N0° 41' 27.57"E
S76° 42' 06.07"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S76° 42' 06.07"W
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
N75° 09' 55.09"W
S0° 41' 27.57"W
S75° 09' 55.09"E
N0° 41' 27.57"E
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S0° 41' 27.57"W
S0° 41' 27.57"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S89° 18' 32.43"E
N0° 41' 27.57"E
S89° 18' 32.43"E
S89° 18' 32.43"E
N0° 41' 27.57"E
N89° 18' 32.43"W
S34° 34' 27.04"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S0° 33' 30.17"W
S89° 18' 32.43"E
N0° 41' 27.57"E
Radius
Lot Bearing & Distance Table
Line #/Curve #
L89
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
Length
50.000
151.365
18.767
67.284
120.739
19.564
67.284
151.677
50.000
50.000
151.792
15.409
50.000
146.191
45.520
73.303
60.003
130.008
56.044
50.751
130.001
51.202
133.993
50.277
132.398
50.001
130.223
50.343
130.342
51.343
132.777
51.176
134.962
130.107
50.000
130.107
44.853
50.000
130.708
50.003
50.000
131.262
50.003
50.000
131.815
3.464
124.710
Direction/Delta
S0° 33' 30.17"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S0° 33' 30.17"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S0° 33' 30.17"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S0° 33' 30.17"W
S89° 18' 32.43"E
N0° 41' 27.57"E
S0° 33' 30.17"W
S89° 18' 32.43"E
N88° 48' 27.95"W
S0° 33' 30.17"W
S88° 49' 42.02"E
N0° 33' 30.17"E
N88° 48' 27.95"W
N80° 41' 30.92"E
N0° 33' 30.17"E
N78° 07' 00.81"E
N0° 33' 30.17"E
N84° 32' 41.74"E
N0° 33' 30.17"E
S89° 06' 11.61"E
N0° 33' 30.17"E
S82° 44' 49.76"E
N0° 33' 30.17"E
S76° 18' 21.43"E
N0° 33' 30.17"E
S77° 08' 02.57"E
N0° 33' 30.17"E
S0° 33' 30.17"W
S89° 26' 29.83"E
N0° 33' 30.17"E
N88° 48' 27.95"W
S89° 26' 29.83"E
N0° 33' 30.17"E
N88° 48' 27.95"W
S89° 26' 29.83"E
N0° 33' 30.17"E
N88° 48' 27.95"W
S89° 26' 29.83"E
N0° 33' 30.17"E
N88° 48' 27.95"W
S0° 33' 30.17"W
Radius
Lot Bearing & Distance Table
Line #/Curve #
L136
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
Length
50.945
75.663
50.000
130.000
50.000
50.000
130.000
50.000
212.000
60.000
22.000
130.000
60.000
210.000
60.000
60.000
128.000
18.000
2.000
128.000
50.000
50.000
128.000
50.000
50.000
128.000
77.003
3.136
51.473
60.879
56.834
19.662
109.828
59.753
67.449
60.879
60.000
130.519
50.000
50.003
131.072
50.000
21.350
28.653
131.625
50.000
1.353
Direction/Delta
N0° 33' 30.17"E
S0° 33' 30.17"W
N0° 33' 30.17"E
N89° 26' 29.83"W
S0° 33' 30.17"W
N0° 33' 30.17"E
N89° 26' 29.83"W
S0° 33' 30.17"W
S89° 26' 29.83"E
N0° 33' 30.17"E
N89° 26' 29.83"W
N89° 26' 29.83"W
N89° 26' 29.83"W
S89° 26' 29.83"E
N0° 33' 30.17"E
N89° 26' 29.83"W
N89° 26' 29.83"W
N89° 26' 29.83"W
N89° 26' 29.83"W
S89° 26' 29.83"E
N0° 33' 30.17"E
S0° 33' 30.17"W
S89° 26' 29.83"E
N0° 33' 30.17"E
S0° 33' 30.17"W
S89° 26' 29.83"E
N0° 33' 30.17"E
N88° 48' 27.95"W
S0° 33' 30.17"W
S88° 48' 27.95"E
N0° 33' 30.17"E
S74° 13' 39.78"W
N88° 45' 16.50"W
S1° 11' 32.05"W
N0° 33' 30.17"E
N88° 48' 27.95"W
S1° 11' 32.05"W
N88° 48' 27.95"W
S1° 11' 32.05"W
N0° 33' 30.17"E
N88° 48' 27.95"W
S1° 11' 32.05"W
N0° 33' 30.17"E
N0° 33' 30.17"E
N88° 48' 27.95"W
S1° 11' 32.05"W
N0° 37' 15.77"E
Radius
Lot Bearing & Distance Table
Line #/Curve #
L183
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
L213
L214
L215
L216
L217
L218
L219
L220
L221
L222
Length
10.000
38.650
132.177
50.000
50.002
132.675
50.000
85.147
98.131
59.744
324.693
30.509
61.464
50.000
54.956
45.002
305.641
10.145
34.855
33.980
11.143
306.017
45.000
45.163
308.994
45.000
45.163
312.827
45.000
3.635
41.575
316.660
45.000
45.748
319.534
45.000
311.297
45.000
303.059
45.748
Direction/Delta
N0° 33' 30.17"E
N0° 33' 30.17"E
N88° 48' 27.95"W
S1° 11' 32.05"W
N0° 37' 15.77"E
N88° 48' 27.95"W
N88° 48' 27.95"W
S89° 18' 36.38"E
S89° 22' 40.05"E
N0° 37' 15.77"E
S89° 24' 06.84"E
S89° 18' 36.38"E
N1° 11' 32.05"E
N88° 48' 27.95"W
S0° 42' 49.95"W
S0° 42' 49.95"W
S88° 48' 27.95"E
N1° 11' 32.05"E
N1° 11' 32.05"E
S3° 40' 35.36"E
S0° 42' 49.95"W
S88° 48' 27.95"E
N1° 11' 32.05"E
S3° 40' 35.36"E
S88° 48' 27.95"E
N1° 11' 32.05"E
S3° 40' 35.36"E
S88° 48' 27.95"E
N1° 11' 32.05"E
S11° 33' 56.65"W
S3° 40' 35.36"E
S88° 48' 27.95"E
N1° 11' 32.05"E
S11° 33' 56.65"W
S88° 48' 27.95"E
N1° 11' 32.05"E
S88° 48' 27.95"E
N1° 11' 32.05"E
N88° 48' 27.95"W
S11° 33' 56.65"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
6702.70 SF
6665.20 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
8570.99 SF
6500.00 SF
6500.00 SF
12720.00 SF
12600.00 SF
6400.00 SF
6400.00 SF
8765.46 SF
7562.12 SF
7981.68 SF
6539.76 SF
6567.42 SF
6595.08 SF
6621.30 SF
11093.80 SF
19385.04 SF
13762.32 SF
13823.26 SF
13990.98 SF
14163.47 SF
14334.25 SF
14193.71 SF
13823.02 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
4125.86 SF
4115.48 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
5232.62 SF
4000.00 SF
4000.00 SF
9350.00 SF
9250.00 SF
4000.00 SF
4000.00 SF
5493.74 SF
4360.66 SF
4569.00 SF
4031.76 SF
4053.89 SF
4076.02 SF
4097.00 SF
7005.59 SF
10107.28 SF
6409.14 SF
5507.00 SF
5720.63 SF
5247.52 SF
4968.55 SF
5829.35 SF
7519.55 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 ---- 02/17/2025 12:46:21
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CO
N
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
02/17/2025
C3.4
LOT TABLES
PRELIMINARY PLAN
CAROLINA BEACH RD, WILMINGTON, NC
LOT AREA TABLE1
BUILDING ENVELOPE AREA TABLE2
02.17.2025
67
68
69
62
63
64
65
66
59
60
61
55
56
57
58
53
5447
48
49
50 51
52
35 36 37 38 39 40 41 43 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
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
D
RO
A
D
D
RO
A
D
E
RO
A
D
E
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
AL
L
E
Y
F
AL
L
E
Y
E
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 ---- 02/17/2025 12:46:28
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CO
N
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
02/17/2025
C3.5
ROADWAY CLASSIFICATIONS
PRELIMINARY PLAN
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
02/17/2025
C3.5
ROADWAY CLASSIFICATIONS
PRELIMINARY PLAN
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 STREET 18'
LOCAL ALLEY 16'
CUL-DE-SAC STREET 19.5'
02.17.2025
67
68
69
62
63
64
65
66
59
60
61
55
56
57
58
53
5447
48
49
50 51
52
35 36 37 38 39 40 41 43 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
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
D
RO
A
D
D
RO
A
D
E
RO
A
D
E
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
AL
L
E
Y
F
AL
L
E
Y
E
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.)
STORMWATER
DROP 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 ---- 02/17/2025 14:57:02
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CO
N
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
02/17/2025
C8.0
UTILITY PLAN - OVERALL
PRELIMINARY PLAN
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
02/17/2025
C8.0
UTILITY PLAN - OVERALL
PRELIMINARY PLAN
CAROLINA BEACH RD, WILMINGTON, NC
0
SCALE: 1"=100' (Horiz.)
200'100'100'
02.17.2025
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
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
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
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 ---- 02/17/2025 12:46:52
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CO
N
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
02/17/2025
C8.1
UTILITY PLAN - ENLARGED
PRELIMINARY PLAN
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
WATER BLOW-OFF
WATER VALVE
WATER TEE
WATER CROSS
SANITARY SEWER MAIN
SANITARY SEWER MANHOLE
SANITARY FORCE MAIN
02.17.2025
POND OUTFALL
(TYP.)
35
36 37
38
39
40
41
43 44 45 46
31
32
33
34
28
29
30
23
24
25
26
27
21
22
42
OPENSPACE
PUMP STATION
SCM #1
OPENSPACE
RO
A
D
C
R
O
A
D
C
ROAD C
ALLEY A
AL
L
E
Y
A
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.)
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 ---- 02/17/2025 12:46:53
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CO
N
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
02/17/2025
C8.2
UTILITY PLAN - ENLARGED
PRELIMINARY PLAN
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
PROPOSED UTILITIES LEGEND
WATER LINE
FIRE HYDRANT
WATER BLOW-OFF
WATER VALVE
WATER TEE
WATER CROSS
SANITARY SEWER MAIN
SANITARY SEWER MANHOLE
SANITARY FORCE MAIN
02.17.2025
67
68
69
62
63
64
65
66
59
60
61
55
56
57
58
53
54
47
48
49
50 51
52
EX. RAMP
RAMP ACCESS
SC
M
#
2
ROAD C
RO
A
D
D
RO
A
D
D
RO
A
D
E
RO
A
D
E
AL
L
E
Y
F
AL
L
E
Y
E
STORMWATER
CURB INLET (TYP.)
INFILTRATION
SYSTEM (TYP.)
2" C900 WATER
MAIN (TYP.)
8"x2" MJ TEE (TYP.)
STORMWATER
DROP INLET (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.)
INFILTRATION
SYSTEM (TYP.)
LEVEL SPREADER
(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 ---- 02/17/2025 12:46:54
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CO
N
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
02/17/2025
C8.3
UTILITY PLAN - ENLARGED
PRELIMINARY PLAN
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
WATER BLOW-OFF
WATER VALVE
WATER TEE
WATER CROSS
SANITARY SEWER MAIN
SANITARY SEWER MANHOLE
SANITARY FORCE MAIN
02.17.2025
45.00' RIGHT OF WAY
10.00' NON
MUNICIPAL
EASEMENT
5.00'
5.00' SIDEWALK
5.50'
10.00' NON
MUNICIPAL
EASEMENT
10.50'
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 ---- 02/17/2025 12:47:09
PRE
L
I
M
I
N
A
R
Y
-
N
O
T
F
O
R
CO
N
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
02/17/2025
C9.11
TYPICAL ROAD CROSS SECTIONS
PRELIMINARY PLAN
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
02.17.2025
RIGHT OF WAY WIDTH VARIES
8.00'
DEDICATED
PARKING LANE
5.00' SIDEWALK
10.00' NON
MUNICIPAL
EASEMENT
18.00' TRAVEL LANE
8.00'
DEDICATED
PARKING LANE
5.00' SIDEWALK
COMMON
SPACE WIDTH
VARIES
10.00' NON
MUNICIPAL
EASEMENT
9.00'9.00'
18.00' TRAVEL LANE
9.00'9.00'
4.50' PLAZA4.50' PLAZA
AD
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PRIVATE DRIVEWAY
22.00' RIGHT OF WAY
10.00'
NON-MUNICIPAL
EASEMENT
16.00'
TRAVEL LANE
1.00'
HEADER
CURB
1.00'
HEADER
CURB
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PRIVATE DRIVEWAY PRIVATE DRIVEWAY
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STORM
22.00' RIGHT OF WAY
10.00'
NON-MUNICIPAL
EASEMENT
16.00'
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
16.00'
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 ---- 02/17/2025 12:47:11
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SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
02/17/2025
C9.12
TYPICAL ROAD CROSS SECTIONS
PRELIMINARY PLAN
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 (16' WIDTH)21" = 5'-0"LOCAL ALLEY A2: DOUBLE LOADED (16' WIDTH)31" = 5'-0"LOCAL ALLEY A3: SINGLE LOADED WITH SIDEWALK (16' WIDTH)4
02.17.2025
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
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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
DOW
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DOW
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SLOPE
DOWN
1'-0"
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TRANSITION VERTICAL
CURB TO SLOPED CURB
ISOMETRIC
NOT TO SCALE
TRA
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1
0
'
TRANSITION CATCH
CURB TO SPILL CURB
ISOMETRIC
NOT TO SCALE
CA
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SPILL 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
TRA
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1
0
'
SPILL OR CATCH
CURB, SEE
DETAIL
FLUSH CURB, SEE
THIS DETAIL
VAR
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S
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FLUSH FLUSH
ED
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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 ---- 02/17/2025 12:47:31
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SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
02/17/2025
C11.0
SITE DETAILS
PRELIMINARY PLAN
CAROLINA BEACH RD, WILMINGTON, NC
CURB & GUTTER1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
02/17/2025
C11.0
SITE DETAILS
PRELIMINARY PLAN
CAROLINA BEACH RD, WILMINGTON, NC
CURB TRANSITIONS2
ASPHALT PAVEMENT3
SIDEWALK4CONCRETE JOINTS5
GRAVEL ACCESS ROAD6PEDESTRIAN CROSSWALK7
02.17.2025
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
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PLAN
6'-0"
NON-DOWELED
EXPANSION JOINT, SEE
DETAIL
A
A
ASPHALT PAVEMENT, SEE
DETAIL
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
.
S
L
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
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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
02/17/2025
C11.1
SITE DETAILS
PRELIMINARY PLAN
CAROLINA BEACH RD, WILMINGTON, NC
PAVEMENT STRIPING1
SEA GLASS HARBOUR 10195-0001
0
TRC/ETC
TRC/ETC
MPH
MPH
AS SHOWN
AS SHOWN
02/17/2025
C11.1
SITE DETAILS
PRELIMINARY PLAN
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 ---- 02/17/2025 12:47:43
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SIGNAGE2
CURB RAMP TYPE 13CURB RAMP TYPE 24
02.17.2025