2024-05-01 - SIDBURY 187 & GORE PERFORMANCE RESIDENTIAL SUBDIVISION_v1Know what's below.
before you dig.Call
PROJECT DATA
NAME OF PROJECT:
SIDBURY 187/ GORE
NEW HANOVER COUNTY, NORTH CAROLINA
OWNER:
CORBETT PACKAGE CO. AND CORBETT INDUSTRIES
WILMINGTON, NC, 28402
DEVELOPER:
D.R. HORTON
6752 PARKER FARM DR, SUITE 210
WILMINGTON, NC 28405
PHONE: (910)515-9561
CONTACT: WILL RIDDICK
PREPARED BY:
MCKIM & CREED, INC
243 NORTH FRONT ST
WILMINGTON, NC 28401
PHONE: (910)343-1048
FAX: (910)251-8282
CONTACT: RICHARD A. MOORE, PE
EMAIL: RAMOORE@MCKIMCREED.COM
COUNTY AND AGENCY CONTACTS
A.New Hanover County Planning
Planning and Land Use
230 Government Center Drive, Suite 110
Wilmington, NC 28403
(910)798-7165
B.New Hanover County Engineering
230 Government Center Drive, Suite 160
Wilmington, NC 28402-1810
(910) 798-7051
C.New Hanover County
Sediment and Erosion Control
230 Government Center Drive, Suite 160
Wilmington, NC 28403
(910) 798-7432
D.Cape Fear Public Utility Authority
235 Government Center Drive
Wilmington, NC 28403
(910) 332-6626
SIDBURY R
D
GORE SITE
SIDBURY 187 SITE
SIDBURY STATION
SIDBURY S
T
A
T
I
O
N
GORE TRAC
T
SIDBURY 18
7
T
R
A
C
T
INTER
S
T
A
T
E
-
1
4
0
CASITAS
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\8_SHEET_SET_DSTS\C1.22 GENERAL NOTES.DWG ---- 05/01/2024 16:03:35
GENERAL NOTES
C1.1
--
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
N/A
04245-0063
RCH/ELS
RAM
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
CONSTRUCTION NOTES
1.CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY STANDARDS AND
SPECIFICATIONS.
2.CONTRACTOR IS FULLY RESPONSIBLE FOR ACQUIRING THE LOCATION OF EXISTING UTILITIES FROM THE
APPROPRIATE PARTIES PRIOR TO CONSTRUCTION.
3.CONTRACTOR IS RESPONSIBLE FOR PLACING BARRICADES, USING FLAGMEN, ETC. AS NECESSARY TO ENSURE
SAFETY TO THE PUBLIC.
4.THESE DRAWINGS SHOW INFORMATION OBTAINED FROM THE AVAILABLE RECORDS REGARDING PIPES, CONDUITS,
TELEPHONE LINES, AND OTHER STRUCTURES AND CONDITIONS WHICH EXIST ALONG THE LINES OF WORK AND
BELOW THE SURFACE OF THE GROUND. THE OWNER AND ENGINEER DISCLAIM ANY RESPONSIBILITIES FOR THE
ACCURACY OR COMPLETENESS OF SAID INFORMATION, AND SUCH INFORMATION IS BEING SHOWN ONLY FOR THE
CONVENIENCE OF THE CONTRACTOR WHO MUST VERIFY THE INFORMATION TO HIS OWN SATISFACTION DURING THE
BIDDING AND CONSTRUCTION PHASES. IF THE CONTRACTOR RELIES ON SAID INFORMATION, HE DOES SO AT HIS
OWN RISK. THE GIVING OF THE INFORMATION ON THE CONTRACT DRAWINGS WILL NOT RELIEVE THE CONTRACTOR
OF HIS OBLIGATIONS TO SUPPORT AND PROTECT ALL PIPES, CONDUITS, TELEPHONE LINES, AND OTHER
STRUCTURES, WHETHER ABOVE OR BELOW GRADE.
5.SHOULD ANY DAMAGE OCCUR TO EXISTING UTILITIES, IT SHALL BE REPAIRED SOLELY AT THE CONTRACTOR'S
EXPENSE.
6.THE CONTRACTOR SHALL VERIFY EXISTING INVERTS PRIOR TO CONSTRUCTION OF UNDERGROUND UTILITIES. TEST
PITTING OF EXISTING LINES PRIOR TO CONSTRUCTION, IF NECESSARY, SHALL BE COORDINATED WITH THE OWNER.
7.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, PROJECT SPECIFICATIONS,
AND LOCAL BUILDING CODES.
8.ALL DISTURBED AREAS SHALL BE SMOOTHLY GRADED TO PROMOTE POSITIVE DRAINAGE AND STABILIZED WITH
TOPSOIL, SEED, AND MULCH. IF SETTLEMENT OCCURS, TOPSOIL, SEEDING, AND MULCH SHALL BE REPEATED UNTIL
SETTLEMENT SUBSIDES. (SEE EROSION AND SEDIMENT CONTROL DETAILS AND SPECIFICATIONS.)
9.WATER MAINS WILL BE INSTALLED AT A DEPTH THAT WILL PROVIDE 36" COVER OVER THE PIPES BELOW PROPOSED
GRADE UNLESS SHOWN OTHERWISE ON THESE PLANS OR DIRECTED OTHERWISE BY THE ENGINEER.
10.ALL WATER VALVES, BOXES, AND FIRE HYDRANT ASSEMBLES SHALL BE SET AND ADJUSTED TO FINISHED GRADE.
11.THE OWNER IS RESPONSIBLE FOR THE ACQUISITION OF ALL EASEMENTS, BOTH TEMPORARY AND PERMANENT.
12.THE CONTRACTOR SHALL VERIFY HORIZONTAL AND VERTICAL SURVEY CONTROL PRIOR TO STAKING OUT
CONSTRUCTION. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ENGINEER PRIOR TO
PROCEEDING WITH WORK.
13.ANY PROPERTY LINE MONUMENTATION DISTURBED DURING CONSTRUCTION SHALL BE REPLACED SOLELY AT THE
CONTRACTOR'S EXPENSE.
14.THE CONTRACTOR ASSUMES ALL RESPONSIBILITY FOR ANY DEVIATION FROM THESE PLANS.
15.FIRE HYDRANTS SHALL BE PLACED A MINIMUM DISTANCE OF 6 FEET FROM BACK OF CURB AND SHALL HAVE A CLEAR
SPACE OF 3 FEET FROM ANY PERMANENT STRUCTURE PER CFPUA STANDARDS.
16.ALL SELECT AND BORROW MATERIAL SHALL MEET CRITERIA SET FORTH BY SECTIONS 1016 AND 1018 OF THE NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION'S STANDARDS AND SPECIFICATIONS FOR ROADS AND STRUCTURES.
SEE SECTION FOR PLACEMENT AND COMPACTION INFORMATION.
17.THE ENGINEER AND THE CONTRACTOR SHALL INSPECT ALL EXISTING PIPES USED IN THE FINAL DRAINAGE SYSTEM
AND AGREE ON THE CONDITION OF THE PIPES PRIOR TO CONSTRUCTION. IF DAMAGE OCCURS TO THESE PIPES
DURING CONSTRUCTION, THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE REPAIR OR REPLACEMENT OF THE
PIPE(S).
18.EXISTING PAVING, CONCRETE, AND OTHER UNSUITABLE MATERIALS INCLUDING UNDERCUT EXCAVATION SHALL NOT
BE USED AS FILL MATERIAL AND SHALL BE DISPOSED OF OUTSIDE THE PROJECT LIMITS AT THE CONTRACTOR'S
EXPENSE. THE CONTRACTOR IS RESPONSIBLE FOR ALL PERMITTING AND FEES FOR DISPOSAL.
19.ALL TREES, STUMPS, ROOT MAT, ETC. SHALL BE ENTIRELY REMOVED REGARDLESS OF DEPTH. BURIAL OF ORGANIC
MATERIAL WITHIN THE PROJECT LIMITS IS NOT PERMITTED. OPEN BURNING OF DOWNED TREES AND STUMPS IS NOT
PERMITTED. CHIPPED MATERIALS MUST BE REMOVED PRIOR TO THE PLACEMENT OF EMBANKMENT OR TOPSOIL.
20.THE CONTRACTOR IS SOLELY RESPONSIBLE TO OBTAIN OFF-SITE SPOIL AREAS FOR DISPOSAL OF EXCESS AND/OR
UNSUITABLE MATERIALS AS NECESSARY. OFF-SITE SPOIL AREAS MUST BE SUBMITTED TO THE ENGINEER AND
APPLICABLE REGULATORY AGENCIES PRIOR TO UTILIZATION BY THE CONTRACTOR. NO AREAS DESIGNATED AS
WETLANDS WILL BE PERMITTED FOR USE AS A DISPOSAL SITE. THE CONTRACTOR SHALL SUBMIT DOCUMENTATION
TO THE ENGINEER THAT NO WETLANDS WILL BE IMPACTED. THE ENGINEER WILL NOT CONSIDER ANY DELAYS OR
MONETARY CLAIMS OF ANY NATURE RESULTING FROM THE CONTRACTOR'S FAILURE OR DIFFICULTY IN FINDING
NECESSARY DISPOSAL SITES TO MEET THE TIME FRAMES AND CAPACITIES REQUIRED. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ALL PLANS, PERMITS, EROSION AND SEDIMENT CONTROL MEASURES, ETC. REQUIRED BY THE
APPROPRIATE REGULATORY AGENCIES FOR UTILIZING OFF-SITE SPOIL AREAS. THE CONTRACTOR SHALL CERTIFY TO
THE ENGINEER THAT ALL REQUIRED PERMITS HAVE BEEN OBTAINED PRIOR TO UTILIZING THE OFF-SITE SPOIL AREAS.
ALL COSTS FOR PROCURING AND UTILIZING THE OFF-SITE SPOIL AREAS ARE TO BE INCIDENTAL TO THE BASE BID.
UTILITY COMPANY CONTACTS
DUKE/PROGRESS ENERGY: SID LIVINGSTON/MARK HATFIELD (910) 452-2777
DUKE ENERGY (TRANSMISSION): BILL WILDER (910) 772-4903
AT&T: JAMES BATSON (910) 452-5300
SPECTRUM: ROBERT JOHN (910) 216-4494
PIEDMONT NATURAL GAS: PAUL GONKA (910) 512-2841
DJ MEDEIROS (910) 431-3233
CAPE FEAR PUBLIC UTILITY AUTHORITY: (910) 332-6550
MATERIALS AND EASEMENT NOTES:
1.ALL CATCH BASINS ARE NCDOT STD 840.02, 840.03
2.ALL DROP INLETS ARE NCDOT STD 840.14, 840.16
3.ALL STORM DRAINAGE PIPING TO BE HP STORM OR HDPE, UNLESS OTHERWISE NOTED
4.ALL STORM DRAINAGE PIPING CONVEYING DISCHARGE FROM THE PUBLIC RIGHT-OF-WAY SHALL BE CONTAINED
WITHIN A PUBLIC DRAINAGE EASEMENT WHOSE WIDTH IS DETERMINED BY THE DEPTH OF BURY
5.ALL SANITARY SEWER LINES AND WATERLINES SHALL BE C-900 PVC, UNLESS OTHERWISE NOTED AND MEET
CAPE FEAR PUBLIC UTILITY SPECIFICATIONS
6.A PUBLIC UTILITY EASEMENT SHALL BE RESERVED WITHIN THE STREET RIGHT-OF-WAY. A 10' NON-MUNICIPAL
EASEMENT SHALL BE RESERVED ALONG BOTH SIDES OF ALL STREETS
7.WATER AND SANITARY SEWER UTILITIES ARE PUBLIC - CAPE FEAR PUBLIC UTILITY AUTHORITY
EXCAVATION, GRADING, AND BACKFILLING NOTES
1.ANY UNDERCUTTING IN GOOD SOIL SHALL BE REPLACED AND THE REPLACEMENT MATERIAL SHALL BE
COMPACTED TO NINETY-FIVE (95) PERCENT OF MAXIMUM DENSITY OBTAINED AT OPTIMUM MOISTURE CONTENT,
AS DETERMINED BY THE ASTM D 698 STANDARD PROCTOR TEST METHOD. IN THE EVENT THAT MATERIAL
ENCOUNTERED AT PIPE GRADE, SUBGRADE OF PARKING OR ROADWAYS AND SUBGRADE OF BUILDING
FOUNDATIONS IS FOUND TO BE SOFT, SPONGY, OR IN ANY OTHER WAY UNSUITABLE, THE CONTRACTOR SHALL
NOTIFY THE GEOTECHNICAL ENGINEER IMMEDIATELY. SUCH UNSUITABLE MATERIAL SHALL BE REMOVED TO A
DEPTH AS SPECIFIED BY THE GEOTECHNICAL ENGINEER AND REPLACED WITH A MINIMUM OF SIX (6) INCHES OF
STONE, OR AS DIRECTED BY THE GEOTECHNICAL ENGINEER.
2.BEFORE BACKFILLING IS COMMENCED OVER PIPES AND OTHER INSTALLATIONS, EARTH FILL SHALL BE SOLIDLY
TAMPED AROUND AND ABOVE THE PIPE TO A DEPTH OF ONE (1) FOOT ABOVE THE TOP OF THE PIPE. CARE SHALL
BE TAKEN TO PREVENT ANY DISTURBANCE TO THE PIPE OR DAMAGE TO NEWLY MADE JOINTS. THE FILLING OF
THE TRENCH SHALL BE CARRIED OUT SIMULTANEOUSLY ON BOTH SIDES OF THE PIPES IN SUCH A MANNER THAT
INJURIOUS SIDE PRESSURES DO NOT OCCUR.
3.THE MATERIAL FOR BACKFILLING SHALL BE FREE FROM ALL PERISHABLE AND OBJECTIONABLE MATERIALS.
BEFORE PLACING ANY BACKFILL, ALL RUBBISH, FORM, BLOCKS, WIRES OR OTHER UNSUITABLE MATERIAL SHALL BE
REMOVED FROM EXCAVATION. THE BACK-FILLING OVER PIPES SHALL BE PLACED IN LAYERS NOT OVER SIX (6)
INCHES THICK AND COMPACTED TO A MINIMUM DENSITY OF NINETY-FIVE (95) PERCENT OF THE MAXIMUM DRY
DENSITY AS DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST TO A DEPTH OF 12 INCHES BELOW
FINISHED GRADE. THE LAST 12 INCHES OF BACKFILL SHALL BE PLACED IN LAYERS NOT OVER SIX (6) INCHES THICK
AND COMPACTED TO A MINIMUM DENSITY OF NINETY-EIGHT (98) PERCENT OF THE MAXIMUM DRY DENSITY AS
DETERMINED BY THE MODIFIED PROCTOR COMPACTION TEST.
STORM DRAINAGE AND GRADING NOTES
1.IN ACCORDANCE WITH NC GENERAL STATUTES, NPDES REGULATIONS, AND NCDENR REQUIREMENTS,
STORMWATER DISCHARGE OUTFALLS SHALL BE INSPECTED BY THE CONTRACTOR. INSPECTIONS SHALL BE
PERFORMED BY THE CONTRACTOR AFTER EACH STORM EVENT OF 1/2 INCH OR GREATER, WITH ONE WEEKLY
INSPECTION MINIMUM. NCDENR STANDARD INSPECTION REPORTS SHALL BE PREPARED AND SIGNED WITH
COPIES PROVIDED TO THE OWNER, ARCHITECT, AND ENGINEER, BY THE CONTRACTOR.
2.INLET PROTECTION SHALL BE INSTALLED AROUND OUTFALL. DEVICES SHALL BE CONSTRUCTED TO FINAL
PROPOSED CONDITION UPON STABILIZATION OF CONTRIBUTING GROUND SURFACES AND REMOVAL OF SEDIMENT
FROM STORM PIPES.
3.ALL DIMENSIONS AND GRADES SHOWN ON THE PLANS SHALL BE FIELD VERIFIED BY THE CONTRACTOR PRIOR TO
CONSTRUCTION. CONTRACTOR SHALL NOTIFY CONSTRUCTION MANAGER IF ANY DISCREPANCIES EXIST PRIOR
TO PROCEEDING WITH CONSTRUCTION FOR NECESSARY PLAN OR GRADE CHANGES. NO EXTRA COMPENSATION
SHALL BE PAID TO CONTRACTOR FOR ANY WORK DONE DUE TO DIMENSIONS OR GRADES SHOWN INCORRECTLY
ON THESE PLANS IF SUCH NOTIFICATION HAS NOT BEEN GIVEN.
4.UNLESS OTHERWISE NOTED, GRADES AND SPOT ELEVATIONS NOTED ON PLANS INDICATE FINISHED GRADE OR
PAVEMENT SURFACE. ALL DIMENSIONS ARE MEASURED TO THE BACK OF CURB UNLESS OTHERWISE INDICATED.
5.COORDINATION WITH CITY SURVEYOR TO DETERMINE MONUMENTATION IS REQUIRED. NOTE ON PLANS.
6.CONTRACTOR TO COORDINATE WITH CITY OF WILMINGTON CONSTRUCTION INSPECTOR TO ENSURE EDGE OF
CATCH BASIN GRATES ALIGN WITH TRAVEL LANE AS REQUIRED.
NOTE (G.S. 113A-57 (2))
THE ANGLE FOR GRADED SLOPES AND FILLS SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY
VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR STRUCTURES. IN ANY EVENT, SLOPES
LEFT EXPOSED WILL, WITHIN 21 CALENDAR DAYS OF COMPLETION OF ANY GRADING, BE PLANTED OR OTHERWISE
PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES, OR STRUCTURES SUFFICIENT TO
RESTRAIN EROSION.
EROSION CONTROL NOTES
1.ANY GRADING BEYOND THE DENUDED LIMITS SHOWN ON THE PLAN IS A VIOLATION OF THE
COUNTY EROSION CONTROL ORDINANCE AND IS SUBJECT TO A FINE.
2.GRADING MORE THAN ONE ACRE WITHOUT AN APPROVED EROSION CONTROL PLAN IS A VIOLATION
OF STATE LAW AND IS SUBJECT TO A FINE. ANY BUILDER THAT ANTICIPATED THE DISTURBANCE OF
MORE THAN ONE ACRE WILL BE REQUIRED TO GET AN EROSION CONTROL PERMIT FROM NEW
HANOVER COUNTY.
3.GROUND COVER MUST BE PROVIDED ON EXPOSED SLOPES WITHIN 21 CALENDAR DAYS
FOLLOWING COMPLETION OF ANY PHASE OF GRADING; AND, A PERMANENT GROUND COVER FOR
ALL DISTURBED AREAS WITHIN 15 WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS
SHORTER) FOLLOWING COMPLETION OF CONSTRUCTION OR DEVELOPMENT.
4.ADDITIONAL MEASURES TO CONTROL EROSION AND SEDIMENT MAY BE REQUIRED BY A
REPRESENTATIVE OF NEW HANOVER COUNTY.
5.SLOPES SHALL BE GRADED NO STEEPER THAN 3:1.
6.ADDITIONAL DEVICES MAY BE REQUIRED AS AGREED UPON BY THE FIELD INSPECTOR, ENGINEER,
AND OWNER.
7.IF ACTIVE CONSTRUCTION CEASES IN ANY AREA FOR MORE THAN 15 WORKING DAYS OR 90
CALENDAR DAYS (WHICHEVER IS SHORTER), ALL DISTURBED AREAS MUST BE SEEDED, MULCHED,
AND TACKED.
8.WITHIN 24 HOURS FOLLOWING ANY RAIN EVENT, THE CONTRACTOR SHALL INSPECT AND REPAIR,
AS NECESSARY, ALL DAMAGED EROSION CONTROL MEASURES.
9.ALL ACTIVITY AND INSTALLATION OF EROSION CONTROL MATTING WILL BE COMPLETE PRIOR TO
ANY RAIN EVENT.
FIRE PROTECTION NOTES
1.FIRE SPRINKLERS WILL BE PROVIDED FOR BUILDING.
2.HYDRANT MUST BE WITHIN 150' OF THE FDC.
3.THE FDC MUST BE WITHIN 40' OF FIRE APPARATUS PLACEMENT.
4.LANDSCAPING OR PARKING CANNOT BLOCK OR IMPEDE THE FDC OR FIRE HYDRANTS. A 3-FOOT CLEAR SPACE
SHALL BE MAINTAINED AROUND THE CIRCUMFERENCE OF THE HYDRANT AND FDC.
5.HYDRANTS MUST BE LOCATED WITHIN 8' OF THE CURB.
6.COMBUSTIBLE MATERIALS MAY NOT BE STORED OR ERECTED ONSITE WITHOUT CITY FIRE INSPECTOR
APPROVAL.
7.NEW HYDRANTS MUST BE AVAILABLE FOR USE PRIOR TO CONSTRUCTION OF THE BUILDING(S).
8.UNDERGROUND FIRE LINE AND PRIVATE WATER MAINS MUST BE PERMITTED AND INSPECTED BY NEW HANOVER
COUNTY FIRE DEPARTMENT FROM THE PUBLIC RIGHT-OF-WAY TO THE BUILDING. CONTACT NEW HANOVER
COUNTY FIRE DEPARTMENT AT 910-798-7420.
9.A MINIMUM OF 5' SHALL SEPARATE UNDERGROUND FIRE LINES OR PRIVATE WATER MAINS FROM UNDERGROUND
UTILITIES
10.CONTRACTOR SHALL MAINTAIN AN ALL WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING
CONSTRUCTION.
11.ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT ALL TIMES.
12.FIRE HYDRANTS ARE TO BE INSTALLED PER CFPUA SPECIFICATIONS.
EROSION CONTROL MAINTENANCE PLAN:
1.ALL SEDIMENT AND EROSION CONTROL DEVICES SHALL BE INSPECTED AND REPAIRED, AS NECESSARY,
EVERY SEVEN (7) DAYS AND WITHIN 24 HOURS OF EVERY ONE-HALF (0.5) INCH OR GREATER RAINFALL.
2.ALL EROSION CONTROL DEVICES SHALL BE PROPERLY MAINTAINED DURING ALL PHASES OF
CONSTRUCTION UNTIL THE COMPLETION OF ALL CONSTRUCTION ACTIVITIES AND ALL DISTURBED AREAS
HAVE BEEN STABILIZED. ADDITIONAL CONTROL DEVICES MAY BE REQUIRED DURING CONSTRUCTION IN
ORDER TO CONTROL EROSION AND/OR OFFSITE SEDIMENTATION. ALL TEMPORARY CONTROL DEVICES
SHALL BE REMOVED ONCE CONSTRUCTION IS COMPLETE AND THE SITE IS STABILIZED.
3.SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE WHEN IT BECOMES ABOUT 0.5 FEET DEEP.
THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS NECESSARY TO MAINTAIN A BARRIER.
4.ALL AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING TO
SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE COVER.
5.STONE CONSTRUCTION ENTRANCE TO BE CLEANED WHEN SEDIMENT ACCUMULATIONS ARE VISIBLE OR
SEDIMENT IS TRACKED ON TO THE PAVEMENT. STONE WILL BE PERIODICALLY TOP DRESSED WITH 2
INCHES OF #4 STONE TO MAINTAIN 6 INCH DEPTH. THE CONTRACTOR SHALL DAILY REMOVE MUD/SOIL
FROM PAVEMENT, AS REQUIRED.
6.INSPECT CHECK DAMS AND CHANNELS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (12 INCH OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER
DEBRIS THAT COULD CLOG THE CHANNEL WHEN NEEDED. ANTICIPATE SUBMERGENCE AND DEPOSITION
ABOVE THE CHECK DAM AND EROSION FROM HIGH FLOWS AROUND THE EDGES OF THE DAM. CORRECT
ALL DAMAGE IMMEDIATELY. IF SIGNIFICANT EROSION OCCURS BETWEEN DAMS, ADDITIONAL MEASURES
CAN BE TAKEN SUCH AS, INSTALLING A PROTECTIVE RIPRAP LINER IN THAT PORTION OF THE
CHANNEL.REMOVE SEDIMENT ACCUMULATED BEHIND THE DAMS AS NEEDED TO PREVENT DAMAGE TO
CHANNEL VEGETATION, ALLOW THE CHANNEL TO DRAIN THROUGH THE STONE CHECK DAM, AND PREVENT
LARGE FLOWS FROM CARRYING SEDIMENT OVER THE DAM. ADD STONES TO DAMS AS NEEDED TO
MAINTAIN DESIGN HEIGHT AND CROSS SECTION.
7.INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2" OR
GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE THE BASIN TO
ITS ORIGINAL DIMENSIONS WHEN IT ACCUMULATES TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED
SEDIMENT IN AN AREA WITH SEDIMENT CONTROLS.
8.CHECK THE SEDIMENT BASIN EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE, AND
INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY.
REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA.
9.INSPECT INLETS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (0.5" OR GREATER) RAINFALL EVENT.
CLEAR THE DANDY SACKS OF SEDIMENT AND THE MESH WIRE OF ANY DEBRIS Or OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED. INLET PROTECTION SHOULD BE
CLEANED OUT WHEN IT IS HALF FULL.
10.INSPECT BAFFLES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. BE SURE TO MAINTAIN ACCESS TO THE BAFFLES. SHOULD THE FABRIC OF A BAFFLE
COLLAPSE, TEAR, DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. REMOVE SEDIMENT
DEPOSITS WHEN IT REACHES HALF FULL TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN
AND TO REDUCE PRESSURE ON THE BAFFLES. TAKE CARE TO AVOID DAMAGING THE BAFFLES DURING
CLEAN OUT. SEDIMENT DEPTH SHOULD NEVER EXCEED HALF THE DESIGNED STORAGE DEPTH. AFTER THE
CONTRIBUTING DRAINAGE AREAS HAS BEEN PROPERLY STABILIZED, REMOVE ALL BAFFLE MATERIALS AND
UNSTABLE SEDIMENT DEPOSITS, BRING THE AREA TO GRADE, AND STABILIZE IT.
11.INSPECT THE SKIMMER FOR CLOGGING. PULL THE SKIMMER TO THE SIDE OF THE BASIN AND REMOVE ANY
DEBRIS. ALSO CHECK THE ORIFICE INSIDE THE SKIMMER AND THE ARM OR BARREL PIPE FOR CLOGGING; IF
CLOGGED, REMOVE THE DEBRIS.
12.INSPECT PERMANENT AND TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL.
IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY
CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. WHEN THE AREA PROTECTED IS PERMANENTLY
STABILIZED, REMOVE THE RIDGE AND THE CHANNEL TO BLEND WITH THE NATURAL GROUND LEVEL AND
APPROPRIATELY STABILIZE IT.
13.INSPECT WATTLES ONCE A WEEK AND AFTER EACH SIGNIFICANT (1/2 INCH OR GREATER) RAIN FALL EVENT
AND REPAIR IMMEDIATELY. CLEAN OUT SEDIMENT, STRAW, LIMBS, OR OTHER DEBRIS THAT COULD CLOG
THE CHANNEL WHEN NEEDED. CORRECT ALL DAMAGE FROM SUBMERGENCE AND DEPOSITION ABOVE THE
CHECK DAM / WADDLE AND EROSION FROM HIGH FLOWS AROUND EDGES OF DAM IMMEDIATELY.IF
SIGNIFICANT EROSION OCCURS BETWEEN DAMS, INSTALL A PROTECTIVE RIPRAP LINER IN THAT PORTION
OF THE CHANNEL PER NCDENR PRACTICE 6.31. REMOVE SEDIMENT ACCUMULATION BEHIND THE DAMS AS
NEEDED TO PREVENT DAMAGE TO THE CHANNEL VEGETATION/LINING, ALLOW THE CHANNEL TO DRAIN
THROUGH THE STONE CHECK DAM, AND PREVENT LARGE FLOWS FROM CARRYING SEDIMENT OVER THE
DAM / WADDLE. ADD STONES TO CHECK DAMS AND REPAIR/REPLACE WATTLES AS NEEDED TO MAINTAIN
DESIGN HEIGHT AND CROSS SECTION.
14.INSPECT SILT FENCE ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS
IMMEDIATELY. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE, OR BECOME
INEFFECTIVE, REPLACE IT IMMEDIATELY. SEDIMENT SHALL BE REMOVED FROM BEHIND THE SILT FENCE
WHEN IT BECOMES ABOUT 0.5 FEET DEEP. THE SEDIMENT FENCE WILL BE REPAIRED OR REPLACED AS
NECESSARY TO MAINTAIN A BARRIER.
15.INSPECT RIPRAP OUTLET STRUCTURES WEEKLY AND AFTER SIGNIFICANT (1/2 INCH OR GREATER) RAINFALL
EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIPRAP HAS TAKEN PLACE, OF IF STONES HAVE
BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR OR
REPLACE RIPRAP AS REQUIRED TO MAINTAIN EFFECTIVENESS. CONTROL WEED AND BRUSH GROWTH AS
NEEDED.
16.IF PROPOSED STORMWATER CONTROL MEASURES ARE USED AS SEDIMENT BASINS DURING
CONSTRUCTION, THEN PRIOR TO SCM CERTIFICATION THE CONTRACTOR SHALL CLEAN THE SEDIMENT
FROM THE SCM, INSTALL FOREBAY BERM, INSTALL EMERGENCY OUTFALL MEASURES, AND GENERALLY
BRING THE SCM INTO COMPLIANCE WITH THE PLANS, SPECIFICATIONS AND NCDEQ RULES AND
REGULATIONS.
17.INSPECT DIVERSION DIKES ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT
FROM THE FLOW AREA AND REPAIR THE DIKE. CHECK OUTLETS, AND MAKE TIMELY REPAIRS AS NEEDED TO
AVOID GULLY FORMATION. WHEN THE AREA ABOVE THE TEMPORARY DIVERSION DIKE IS PERMANENTLY
STABILIZED, REMOVE THE DIKE, AND FILL AND STABILIZE THE CHANNEL TO BLEND WITH THE NATURAL
SURFACE.
DEMOLITION NOTES
1.THE CONTRACTOR SHALL VISIT THE SITE TO BECOME FAMILIARIZED WITH FIELD DEMOLITION CONDITIONS.
2.THE CONTRACTOR IS RESPONSIBLE FOR THE PROPER DISPOSAL OF ALL DEMOLISHED DEBRIS ASSOCIATED WITH THE
PROJECT IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.
3.THE CONTRACTOR IS RESPONSIBLE FOR CONTROLLING DUST GENERATED BY THE WORK, INCLUDING BUT NOT
LIMITED TO DEMOLITION AND CONSTRUCTION ACTIVITIES, SITE VEHICULAR TRAFFIC AND RELATED OPERATIONS.
4.THE CONTRACTOR IS RESPONSIBLE FOR HAVING ALL EXISTING UTILITIES LOCATED PRIOR TO BEGINNING ANY
DEMOLITION. CONTRACTOR SHALL CONTACT NC ONE CALL AT LEAST 72 HOURS PRIOR TO BEGINNING
CONSTRUCTION OR EXCAVATION TO HAVE EXISTING UTILITIES LOCATED.
5.EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE GROUND, ARE BASED ON FIELD
SURVEY AND THE BEST AVAILABLE RECORD DRAWINGS. THE CONTRACTOR SHALL VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE OWNER'S
REPRESENTATIVE AND ENGINEER IMMEDIATELY.
6.THE CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF DISCONNECTING AND ABANDONING ALL EXISTING
UTILITIES WITH THE OWNER UNLESS OTHERWISE NOTED. ALL EXISTING UTILITIES AND ASSOCIATED PIPING, ETC. NOT
IN USE ON THE SITE SHALL BE PROPERLY ABANDONED AND REMOVED AS REQUIRED. COORDINATE WITH THE
OWNER.
7.THE CONTRACTOR IS RESPONSIBLE FOR THE PROTECTION OF ANY EXISTING UTILITIES THAT REMAIN IN SERVICE
DURING DEMOLITION.
8.THE CONTRACTOR IS RESPONSIBLE FOR STABILIZATION OF ALL DISTURBED AREAS AND SLOPES ON AND OFF SITE IN
ACCORDANCE WITH THE EROSION CONTROL MEASURES SPECIFIED ON THE PLANS AND IN THE SPECIFICATIONS. THE
CONTRACTOR SHALL COORDINATE WITH THE OWNER TO DETERMINE WHO IS RESPONSIBLE FOR PROVIDING THE
PERMANENT STABILIZATION MEASURES AND THE TYPE OF PERMANENT MEASURES PRIOR TO BEGINNING
DEMOLITION AND CONSTRUCTION. THE PERMANENT STABILIZATION MEASURES SHALL BE IN PLACE AND
ACCEPTABLE TO THE OWNER'S REPRESENTATIVE AND ENGINEER PRIOR TO PROJECT CLOSEOUT. COORDINATE
INSPECTION WITH THE OWNER AND ENGINEER PRIOR TO PROJECT CLOSEOUT.
9.THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING AND CONTACTING THE ENGINEER FOR THE REQUIRED
INSPECTIONS ON THE PROJECT.
10.WETLANDS DO EXIST ON SITE. WETLANDS WILL NOT BE DISTURBED DURING CONSTRUCTION OF THIS PROJECT.
UTILITY NOTES
1.SCHEDULE A PRECONSTRUCTION MEETING WITH CAPE FEAR PUBLIC UTILITY AUTHORITY 48 HOURS
PRIOR TO CONSTRUCTION OF WATER AND SEWER LINES.
2.WATER AND SANITARY SEWER UTILITY MAINS ARE PRIVATE BEYOND THE PUBLIC STREET
RIGHT-OF-WAY.
3.THIS PROJECT SHALL COMPLY WITH THE CFPUA CROSS CONNECTION CONTROL REQUIREMENTS.
WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND NCDENR HAS
ISSUED THE "FINAL APPROVAL".
4.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY CFPUA WATER
SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO CFPUA AND APPROVED BY
USCFCCCHR OR ASSE.
5.BACKFLOW PREVENTION AND METERS WILL BE PROVIDED FOR BOTH FIRE LINES (RPDA) AND
DOMESTIC SERVICE (RPZ). FIRE LINE BACKFLOW PREVENTER AND DOMESTIC SERVICE BACKFLOW
PREVENTER WILL BE LOCATED AS SHOWN ON THE UTILITY PLANS. INSTALLER OF BACKFLOW
PREVENTERS MUST CONTACT CFPUA PRIOR TO INSTALLING UNITS TO GIVE CFPUA THE OPTION TO
VERIFY INSTALLATION PROCEDURES.
5.1.REDUCED PRESSURE PRINCIPLE ASSEMBLY FOR DOMESTIC WATER SERVICE
5.2.REDUCE PRESSURE DETECTOR ASSEMBLY WILL BE UTILIZED FOR THE BACKFLOW PREVENTER
ON THE FIRE SERVICE.
6.IF THE CONTRACTOR DESIRES CFPUA WATER FOR CONSTRUCTION HE SHALL APPLY IN ADVANCE FOR
THIS SERVICE AND MUST PROVIDE A REDUCED PRESSURE ZONE (RPZ) BACKFLOW PREVENTION
DEVICE ON THE DEVELOPER'S SIDE OF THE WATER METER BOX.
7.WATER: 1.5" AND 2" PVC SERVICES SHALL BE CONSTRUCTED USING ASTM D2241, IPS, GASKETED PIPE,
SDR 21. 4"-12" PVC MAINS AND SERVICES SHALL BE CONSTRUCTED USING AWWA C-900 PVC, CL235
(DR-18). REQUIREMENTS OF AWWA C900 ELASOMERIC PUSH-ON JOINTS.
8.SANITARY SEWER: FOR PIPE SIZES 4" AND 6" PIPE SHALL BE SCH 40 CONFORMING TO THE
REQUIREMENTS OF ASTM D1785 WITH SOLVENT WELD JOINTS CONFORMING TO ASTM D2672. FOR PIPE
SIZES 8" THROUGH 12", PIPE SHALL BE CLASS 150, DR18 CONFORMING TO THE REQUIREMENTS OF
AWWA C900 WITH ELASTOMERIC PUSH-ON JOINTS CONFORMING TO ASTM D3212 OR ASTM D3139.
9.WATER AND SEWER SERVICES CANNOT BE ACTIVATED ON NEW MAINS UNTIL ENGINEER'S
CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL" ISSUED BY PUBLIC WATER
SUPPLY SECTION OF NCDENR AND "FINAL ENGINEERING CERTIFICATION" ISSUED BY DIVISION OF
WATER QUALITY OF NCDENR.
10.WATERLINE TRACER WIRE: SEE CFPUA DETAIL WD-17.
11.SITE UTILITY CONTRACTOR TO PROVIDE WATER AND SANITARY SEWER SERVICE TO WITHIN 5 FEET OF
THE BUILDING. CONTRACTOR SHALL COORDINATE SITE PLAN CONNECTIONS WITH THE
ARCHITECTURAL BUILDING PLANS.
12.MAXIMUM BENDING RADIUS FOR 8" C-900 PVC WATER MAIN BENDS IS 380' (ONE-HALF
MANUFACTURER'S RECOMMENDED ALLOWABLE LONGITUDINAL BENDING).
13.UNDERGROUND UTILITIES: ALL NEW UTILITIES SHALL BE INSTALLED UNDERGROUND, EXCEPT WHERE
SUCH PLACEMENT IS PROHIBITED OR DEEMED IMPRACTICAL BY THE UTILITY PROVIDER.
UNDERGROUND TERMINAL FACILITIES FOR STREET LIGHTING ALONG THE PUBLIC STREETS ABUTTING
THE SUBJECT SITE SHALL BE INSTALLED BY THE DEVELOPER.
14.MINIMUM OF 36" COVERAGE ABOVE ALL WATERMAINS.
15.MINIMUM OF 36" VERTICAL SEPARATION BETWEEN WATERLINES AND STORMDRAIN CURB INLETS
16.A VARIANCE IS NOT ANTICIPATED FROM ANY NORTH CAROLINA DIVISION OF WATER QUALITY (DWQ)
REQUIREMENT.
17.PLANS ARE IN COMPLIANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY TECHNICAL STANDARDS
AND SPECIFICATIONS.
18.STREET LIGHT LOCATIONS TO BE DESIGNED BY DUKE ENERGY.
RELATION OF WATER MAINS TO SANITARY SEWERS:
1.LATERAL SEPARATION OF SANITARY SEWERS AND WATER MAINS: WATER MAINS SHALL BE LAID AT
LEAST 10 FEET LATERALLY FROM EXISTING OR PROPOSED SEWERS UNLESS LOCAL CONDITIONS OR
BARRIERS PREVENT A 10 FOOT LATERAL SEPARATION, IN WHICH CASE:
1.1.THE WATER MAIN IS LAID IN A SEPARATE TRENCH, WITH THE ELEVATION OF THE BOTTOM OF
THE WATER MAIN AT LEAST 18 INCHES ABOVE THE TOP OF THE SEWER, OR
1.2.THE WATER MAIN IS LAID IN THE SAME TRENCH AS THE SEWER WITH THE WATER MAIN LOCATED
AT ONE SIDE ON A BENCH OF UNDISTURBED EARTH, AND ABOVE THE TOP OF THE SEWER.
2.CROSSING A WATER MAIN OVER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN TO
CROSS OVER A SEWER THE WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE BOTTOM
OF THE WATER MAIN IS AT LEAST 24 INCHES ABOVE THE TOP OF THE SEWER MAIN. UNLESS LOCAL
CONDITIONS OR BARRIERS PREVENT AN 18 INCH VERTICAL SEPARATION - IN WHICH CASE BOTH THE
WATER MAIN AND THE SEWER MAIN SHALL BE CONSTRUCTED OF FERROUS MATERIALS AND WITH
JOINTS THAT ARE EQUIVALENT TO WATER MAIN STANDARDS FOR A DISTANCE OF 10 FEET ON EACH
SIDE OF THE POINT OF CROSSING.
3.CROSSING A WATER MAIN UNDER A SEWER MAIN: WHENEVER IT IS NECESSARY FOR A WATER MAIN
TO CROSS UNDER A SEWER MAIN BOTH THE WATER MAIN AND THE SEWER MAIN SHALL BE
CONSTRUCTED OF FERROUS MATERIALS AND WITH JOINTS EQUIVALENT TO WATER MAIN STANDARDS
FOR A DISTANCE OF 10 FEET ON EACH SIDE OF THE POINT OF CROSSING.
4.CROSSING A SEWER MAIN/WATER MAIN OVER OR UNDER A STORM DRAIN: WHENEVER IT IS
NECESSARY FOR A SEWER MAIN/WATER MAIN TO CROSS A STORM DRAIN PIPE, THE SEWER
MAIN/WATER MAIN SHALL BE LAID AT SUCH AN ELEVATION THAT THE OUTSIDE OF THE SEWER
MAIN/WATER MAIN NEAREST TO THE OUTSIDE OF THE STORM DRAIN PIPE SHALL MAINTAIN A 24 INCH
CLEAR SEPARATION DISTANCE HORIZONTAL, OR THE SEWER MAIN/WATER MAIN SHALL EITHER BE
CONSTRUCTED OF DUCTILE IRON PIPE OR ENCASED IN EITHER CONCRETE OR DUCTILE IRON PIPE
FOR AT LEAST 5 FEET ON EITHER SIDE OF THE CROSSING.
CONSTRUCTION SEQUENCE:
1.OBTAIN ALL NECESSARY PERMIT APPROVALS PRIOR TO ANY LAND DISTURBING ACTIVITY.
2.HOLD A PRE-CONSTRUCTION MEETING WITH THE EROSION CONTROL INSPECTOR.
3.INSTALL GRAVEL CONSTRUCTION ENTRANCE, COMMENCE CLEARING AND ROUGH GRADING OPERATIONS TO
ESTABLISH TEMPORARY DIVERSION DITCHES, AND SEDIMENT BASINS.
4.ROUGH GRADE ROADWAY AND SITE.
5.INSTALL STORM DRAINAGE SYSTEM WITH INLET PROTECTION DEVICES.
6.CONSTRUCT UNDERGROUND UTILITIES (WATER AND SANITARY SEWER).
7.PROVIDE TEMPORARY PROTECTION MEASURES AND DEVICES AS REQUIRED UNTIL UNDERGROUND UTILITIES AND
PAVEMENT SECTION IS COMPLETE AND FINAL GRADES ARE STABILIZED WITH TEMPORARY VEGETATIVE COVER.
8.STABILIZE (FERTILIZE, SEED, AND MULCH) ALL DISTURBED AREAS AS SOON AS FINAL GRADES ARE ESTABLISHED.
9.ONCE CONSTRUCTION IS COMPLETE AND ALL DISTURBED AREAS ARE STABILIZED, REMOVE TEMPORARY EROSION
CONTROL MEASURES, REMOVE SEDIMENT FROM SEDIMENT BASIN AND RESTORE TO ORIGINAL DIMENSIONS.
TREE PROTECTION NOTES
1.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, TREE PROTECTION FENCING WILL BE
INSTALLED AROUND PROTECTED TREES OR GROVES OF TREES. NO CONSTRUCTION WORKERS, TOOLS,
MATERIALS OR VEHICLES ARE PERMITTED WITHIN THE TREE PROTECTION FENCING.
2.NO LAND DISTURBANCE, INCLUDING TREE REMOVAL, IS TO OCCUR OUTSIDE THE PROJECT BOUNDARY
SHOWN ON THE PLANS, UNLESS OTHERWISE NOTED. TREE PROTECTION FENCING IS SHOWN OUTSIDE OF
PROJECT BOUNDARY FOR PROTECTION OF EXISTING TREES IN CLOSE PROXIMITY TO PROPOSED
CONSTRUCTION.
3.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT AND
CONTRACTOR SHALL RECEIVE ADEQUATE INSTRUCTIONS ON TREE PROTECTION METHODS.
4.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE
PROTECTION REQUIREMENTS AND METHODS.
5.NO EQUIPMENT IS ALLOWED ON THE SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING HAS
BEEN INSTALLED AND APPROVED BY THE LANDSCAPE ARCHITECT.
6.ANY TREES AND/OR AREAS DESIGNATED TO BE PROTECTED MUST BE PROPERLY BARRICADED WITH FENCING
AND PROTECTED THROUGHOUT CONSTRUCTION TO INSURE THAT NO CLEARING AND GRADING OR STAGING
OF MATERIALS WILL OCCUR IN THOSE AREAS.
7.REGULATED AND SIGNIFICANT TREES IN THE STREET YARD AND ANY TREES IN ANY REQUIRED BUFFERS
SHALL BE RETAINED [62.1-3(1) (A) & (B)].
CAPE FEAR PUBLIC UTILITY AUTHORITY CONSTRUCTION PROCEDURE:
1.THE DESIGN ENGINEERING SHALL SUBMIT 3 SETS OF FINAL DESIGN PLANS AND APPROVED SPECIFICATIONS PRIOR
TO SCHEDULING THE PRE-CONSTRUCTION MEETING.
2.SUBMITTALS FOR MATERIALS SHOULD BE MADE IN ACCORDANCE WITH CFPUA SPECIFICATION SECTION 01340.
MATERIAL SHOP DRAWING SUBMITTALS ARE REQUIRED FOR ALL PHYSICAL ASSETS TO ENSURE THEY COMPLY
WITH CFPUA TECHNICAL SPECIFICATIONS AND DETAILS. THESE SUBMITTALS ARE PROJECT-SPECIFIC, AND MUST
INCLUDE OR HIGHLIGHT ONLY THE SPECIFIC MATERIALS TO BE USED IN THE PROJECT. THE SUBMITTAL APPROVAL
PROCESS IS GENERALLY AS FOLLOWS:
MATERIAL VENDOR FURNISHES SUBMITTALS TO THE CONTRACTOR BASED ON THE PROJECT REQUIREMENTS.
CONTRACTOR REVIEWS THE SUBMITTALS FOR COMPLIANCE WITH THE APPROVED CONSTRUCTION
DRAWINGS, CFPUA TECHNICAL SPECIFICATIONS AND DETAILS, AND FORWARDS TO THE DEVELOPER’S
ENGINEER-OF-RECORD WHEN COMPLETE.
THE DEVELOPER'S ENGINEER-OF-RECORD VERIFIES COMPLIANCE, STAMPS AND SIGNS THE SUBMITTAL, AND
FORWARDS THE PACKAGE TO THE CFPUA CONSTRUCTION MANAGER. IF IT IS DETERMINED THAT THE MATERIAL
SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE ENGINEER SHALL RETURN IT TO THE CONTRACTOR FOR
CORRECTION AND RESUBMISSION AS NOTED ABOVE.
CFPUA’S CONSTRUCTION MANAGER REVIEWS THE SUBMITTAL FROM THE DEVELOPER’S ENGINEER-OF-RECORD,
VERIFIES COMPLIANCE, AND NOTIFIES THE ENGINEER THAT THE MATERIALS ARE APPROVED FOR CONSTRUCTION.
IF IT IS DETERMINED THAT THE MATERIAL SHOP DRAWING SUBMITTAL IS NOT IN COMPLIANCE, THE SUBMITTAL
WILL BE RETURNED TO THE ENGINEER FOR CORRECTION AND RESUBMISSION AS NOTED ABOVE.
3.ANY REQUEST FOR DEVIATIONS FROM THE STAMPED DRAWINGS AND MATERIAL SUBMITTALS MUST BE SUBMITTED
TO THE CFPUA CONSTRUCTION MANAGER. THE DEVIATION WILL BE REVIEWED BY CFPUA STAFF. THE ENGINEER,
CONTRACTOR AND CFPUA INSPECTOR WILL BE NOTIFIED IF IT IS APPROVED, NEEDS TO BE REVISED AND
RESUBMITTED OR REJECTED. ANY CHANGES TO THE STAMPED CONSTRUCTION DOCUMENTS MADE IN THE FIELD
BY THE CONTRACTOR MUST BE APPROVED BY THE ENGINEER OF RECORD AND CFPUA CONSTRUCTION MANAGER.
THE CFPUA INSPECTOR CANNOT APPROVE MAJOR CHANGES FROM THE STAMPED CONSTRUCTION DOCUMENTS.
4.THE CFPUA INSPECTOR SHALL BE NOTIFIED WHEN ANY MATERIAL IS DELIVERED TO THE JOB SITE. THE CFPUA
INSPECTOR WILL VERIFY THAT ALL MATERIALS MEET CFPUA SPECIFICATIONS, DETAILS, AND/OR APPROVED
SUBMITTAL. THE CFPUA INSPECTOR WILL NOTIFY THE CONTRACTOR AND THE CFPUA CONSTRUCTION MANAGER
OF ANY UNAPPROVED MATERIAL, AND THAT THE UNAPPROVED MATERIAL MUST BE REMOVED FROM THE PROJECT
SITE.
5.CONTRACTOR SHALL GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING TO THE ASSIGNED CFPUA
INSPECTOR FOR EACH OF THE FOLLOWING:
-OPERATING A CFPUA VALVE (INCLUDES TAPPING VALVES)
-WHEN BEGINNING CONSTRUCTION AND IF THE CONTRACTOR PULLS OFF THE SITE
-LAYING OUT OF ANY CONNECTION IN EXISTING MANHOLE
-CUTTING IN ANY NEW MANHOLES ON EXISTING LINES
-CORING ANY MANHOLES
-CONNECTING TO AN EXISTING SEWER FORCE MAINS
-CONNECTING ONTO EXISTING WATER LINES
-ANY BORES AND THREADING CARRIER PIPES
-ALL CAMERA WORK, TESTING, CHLORINATION AND WATER SAMPLING
-ALL TESTING
CAPE FEAR PUBLIC UTILITY AUTHORITY TESTING PROCEDURE:
1.ALL STRUCTURES, PRESSURE PIPING AND GRAVITY SEWER PIPING SHALL BE TESTED BY THE CONTRACTOR AS
SPECIFIED IN THE CFPUA SPECIFICATIONS IN ACCORDANCE WITH APPLICABLE REGULATIONS AND AS DIRECTED
BY THE CFPUA INSPECTOR. ALL TESTING MUST BE CONDUCTED IN THE PRESENCE OF THE CFPUA INSPECTOR.
THE CONTRACTOR IS TO GIVE TWO (2) BUSINESS DAYS NOTIFICATION FOR SCHEDULING, TO THE ASSIGNED
CFPUA INSPECTOR FOR ALL TESTING.
2.ALL PRESSURE PIPE LINES MUST BE SUBJECTED TO HYDROSTATIC TESTING IN ACCORDANCE WITH THE
APPROPRIATE CFPUA SPECIFICATION. THESE PIPE LINES SHALL BE TESTED TO 150 PSI FOR A PERIOD OF TWO
(2) HOURS. IF THE PRESSURE DROPS MORE THAN THREE (3) PSI, THE TEST FAILS. REFER TO THE APPROPRIATE
CFPUA SPECIFICATION FOR MORE INFORMATION ON THE PROCEDURE.
3.ALL WATER MAINS AND SERVICES MUST BE FLUSHED, CHLORINATED AND SAMPLED IN ACCORDANCE WITH THE
CFPUA SPECIFICATION 02660 AND AS DIRECTED BY THE CFPUA INSPECTOR.
4.SEWER LINE SEGMENT TESTING: EACH SEWER LINE SEGMENT (THE SEWER MAIN BETWEEN MANHOLES) SHALL
BE TESTED:
THIRTY (30) DAYS AFTER INSTALLATION AND PRIOR TO FINAL ACCEPTANCE OF THE PROJECT, ALL SEWER LINE
SEGMENTS AND ALL SERVICES SHALL BE CAMERA INSPECTED AND VIDEO RECORDED. THE CFPUA INSPECTOR
WILL REVIEW THE VIDEO RECORDING FOR ACCEPTANCE.
AS AN ALTERNATIVE TO WAITING THIRTY (30) DAYS TO PERMIT STABILIZATION OF THE SOIL-PIPE SYSTEM, THE
CFPUA MAY ACCEPT CERTIFICATION FROM A SOIL TESTING FIR VERIFYING THAT THE BACKFILL OF THE TRENCH
HAS BEEN COMPACTED TO AT LEAST 95% MAXIMUM DENSITY.
AFTER TWO (2) PAPER COPIES OF THE AS-BUILTS HAVE BEEN SUBMITTED TO THE CFPUA INSPECTOR. AFTER
GRAVEL HAS BEEN INSTALLED ON ALL ROADWAYS.
5.VIDEO INSPECTION TESTING: THE CONTRACTOR SHALL PROVIDE A DVD(S) OF EACH SEWER LINE SEGMENT AND
SERVICE LINE TO ENSURE THAT THE LINES MEET MINIMUM STANDARDS. THE DVD(S) WILL BE REVIEWED IN THE
ORDER THEY ARE RECEIVED. THE TYPICAL REVIEW TIME IS GENERALLY TEN (10) TO FIFTEEN (15) BUSINESS
DAYS BUT WILL DEPEND ON THE COMPLEXITY OF THE PROJECT, SIZE, QUALITY OF THE DVD(S), ETC.
THE MAIN LINE CAMERA INSPECTION MUST HAVE PROJECT NAME, FOOTAGES, MANHOLE NUMBERS, AND DATES
OF INSPECTION.
THE SERVICE LINE CAMERA INSPECTION MUST INCLUDE PROJECT NAME, FOOTAGES, ADDRESS AND/OR LOT
NUMBER, AND DATE OF INSPECTION.THE CAMERA INSPECTION MUST SHOW THE FULL DIAMETER OF THE
PIPE.
THE CAMERA INSPECTION MUST BE PERFORMED UPON COMPLETION OF CLEANING AND POTABLE WATER
INTRODUCED INTO THE SYSTEM TO BE TESTED. ALL DEFECTS IN THE PIPELINE AND APPURTENANCES SHALL BE
REMEDIED BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CFPUA AND WILL BE RE-INSPECTED AS
OUTLINED ABOVE.
6.TWO (2) SETS OF AS-BUILT RECORD DRAWINGS SHALL BE PROVIDED IN ACCORDANCE WITH CFPUA
SPECIFICATION SECTION 01720 FOR REVIEW.18.DITCHES BEHIND DITCH PLUGS ARE INTENDED TO BE BACKFILLED IMMEDIATELY UPON INSTALLATION AND
PRIOR TO ANY RAIN EVENT. AFTER BACKFILL OF THE DITCH HAS OCCURRED, THIS AREA IS TO BE TREATED LIKE
ANY OTHER DISTURBED AREA. IN THE EVENT IT DOES RAIN PRIOR TO BACKFILLING OF THE DITCHES, INSPECT
THE DITCH PLUGS AND THE AREA ADJACENT TO THEM FOR ANY SIGNS OF EROSION. BACKFILL AND COMPACT
ANY AREAS OF FAILURE IMMEDIATELY, REMOVE ANY SEDIMENTATION AND BACKFILL THE DITCHES ONCE
THEY DRY.
19.SILT FENCE OUTLETS ARE TO BE INSPECTED ONCE A WEEK AND AFTER EACH RAIN EVENT. MAKE ANY
REQUIRED REPAIRS IMMEDIATELY. SHOULD THE STONE BECOME CLOGGED WITH SEDIMENT, IT SHALL BE
CLEANED AND/OR REPACED PRIOR TO THE NEXT STORM EVENT. IF WASHOUT BETWEEN THE STONE AND SILT
FENCE OCCURS, THE AREAS SHALL BE REPAIRED IMMEDIATELY.
20.NO CLASS IV SOILS ACCORDING TO NHC SOILS REPORT.
21.NO SPECIAL FLOOD HAZARD AREAS.
22.ALL COMMON AREAS ARE TO BE MAINTAINED BY HOME OWNER ASSOCIATION.
LEGEND AND NOTES1
N/A
05/01/24
1024640.17CK _ 21002 MCI 0.5"IRS
1024740.54CK _ 21003 MCI 0.5" IRS
1024840.54CK _ 21004 MCI 0.5" IRS
1033442.64TOPB1 B
1033539.70TOPB1
1033637.00TOEB11033736.73CLD1033836.83TOEB
1033940.02TOPB
1034038.83TOPB11034140.33TOPB
1034236.35CLD
1034338.72TOPB1
1034438.89TOPB11034537.56CLD1034637.98TOEB11034737.80TOEB
1034840.61TOPB
1035239.98TOPB11035337.79TOEB11035437.67TOEB1035544.06TOPB
1035634.60TOPB11035737.82TOEB11035837.90TOEB
1035939.76TOPB
1036039.41TOPB11036137.41TOEB11036237.73TOEB
1036339.22TOPB
1036939.88TOPB B1037036.48TOEB B1037136.32TOEB21037240.38TOPB2
1037340.29TOPB2
1037436.93TOEB2
ERB#4BADLY DISTURBED
EX. DIRT ROAD
EX. DIRT ROAD
EX. TREELINE
EX. TREELINE
EX. DITCH (TYP.)
EX. DITCH (TYP.)
N/F
PARCEL ID: R01900-002-009-000
RMP SIDBURY ROAD LLC
DEED BOOK 5617 PAGE 442
MAP BOOK 20 PAGE 89
ZONING: R-15
N/F
PARCEL ID: R01900-002-005-000
NC DEPT OF TRANSPORTATION
ZONING: R-15
N/F
PARCEL ID: R01900-002-003-000
CORBETT PACKAGE CO
ZONING: R-15
N/F
PARCEL ID: 01900-002-004-000
RMP SIDBURY ROAD LLC
DEED BOOK 5617 PAGE 442
MAP BOOK 15 PAGE 27
ZONING: R-15
N/F
PARCEL ID: R01900-002-002-000
MCCORMICK JOHN
ZONING: R-15
N/F
PARCEL ID:
R01900-002-001-000
FAITH COMMUNITY
METHODIST CHURCH INC
ZONING: R-15
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15N/F
PARCEL ID: 01900-002-018-000
NC DEPT OF TRANSPORTATION
ZONING: R-15
INTE
R
S
T
A
T
E
-
1
4
0
N/F
PARCEL ID:
R01900-002-017-000
NC DEPT OF
TRANSPORTATION
ZONING: R-15
EX. DIRT ROAD
EX. WETLANDS (TYP.)
EX. WETLANDS (TYP.)
EX. WETLANDS (TYP.)
EX. WETLANDS (TYP.)
EX. WETLANDS (TYP.)
EX. WETLANDS (TYP.)
EX. SIDBUR
Y
R
D
.
(100' R.O.W
.
)
PROJECT BOUNDARY
PROJECT BOUNDARY
PROJECT BOUNDARY
PROJECT BOUNDARY
N89°59'16"E
807.39'
S89°52'24"E
507.70'
S0
0
°
1
7
'
1
5
"
W
5
3
4
.
0
8
'
S0
0
°
5
3
'
3
9
"
W
9
8
6
.
8
9
'
S87°12'05"E
1036.47'
S0
1
°
2
3
'
0
8
"
W
1
5
1
8
.
0
0
'
N89°59'25"E
329.88'
S46°
2
0
'
3
0
"
W
2
4
4
3
.
4
1
'
S01°31'06"E
110.22'
N5
6
°
5
0
'
2
0
"
W
6
8
3
.
6
5
'
N67°
5
9
'
3
1
"
W
2
0
7
6
.
0
9
'
N0
6
°
2
2
'
4
6
"
E
1
5
7
0
.
6
9
'
N
1
7
°
1
8
'
0
0
"
W
1
7
5
4
.
1
1
'
N75°52'22"E
2
0
4
5
.
4
8
'
S83°55'53"E 4255.6
7
'
S0
7
°
0
4
'
3
2
"
W
39
4
.
6
1
'
S
2
1
°
1
3
'
5
5
"
E
5
9
4
.
9
0
'
S
2
7
°
0
5
'
1
7
"
E
4
7
3
.
5
6
'
S
2
7
°
0
5
'
1
7
"
E
1
2
2
0
.
4
2
'
S53°4
4
'
5
9
"
W
6
2
8
.
4
7
'
S67°42'
3
8
"
W
3
7
5
.
9
1
'
N67°5
4
'
5
5
"
W
8
9
4
.
7
7
'
N67°5
3
'
5
8
"
W
1
1
4
8
.
3
3
'
N0
1
°
2
7
'
4
2
"
W
2
0
0
3
.
6
3
'
N0
2
°
1
5
'
5
5
"
W
7
9
3
.
1
4
'
N0
4
°
4
5
'
5
7
"
W
1
2
5
1
.
1
0
'
N76°38'16"E
85.33'N55°19'19"W
101.62'
N09°46'53"W
173.10'
25' WETLAND SETBACK (TYP.)
EX. DITCH (TYP.)
SCALE: 1" = 400'EXISTING CONDITIONS1
0
SCALE 1" = 400'
800400400
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G007_042450063.DWG ---- 05/01/2024 16:03:55
EXISTING CONDITIONS
C2.0
--
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
1" = 400'
N/A
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
DEED BOOK 2
1
9
9
P
A
G
E
9
2
N/F
PARCEL ID: R01900-002-005-000
NC DEPT OF TRANSPORTATION
ZONING: R-15
N/F
PARCEL ID: R01900-002-003-000
CORBETT PACKAGE CO
ZONING: R-15
N/F
PARCEL ID: R01900-002-002-000
MCCORMICK JOHN
ZONING: R-15
N/F
PARCEL ID:
R01900-002-001-000
FAITH COMMUNITY
METHODIST CHURCH INC
ZONING: R-15
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15
N/F
PARCEL ID: 01900-002-018-000
NC DEPT OF TRANSPORTATION
ZONING: R-15
INTE
R
S
T
A
T
E
-
1
4
0
E
D
N
A
B
U
C
K
D
R
I
V
E
6
0
'
R
I
G
H
T
O
F
W
A
Y
SIDBURY R
O
A
D
100' PUBLIC
R
I
G
H
T
O
F
W
A
Y
N/F
PARCEL ID:
R01900-002-017-000
NC DEPT OF
TRANSPORTATION
ZONING: R-15
ERB#4BADLY DISTURBEDERB#4BADLY DISTURBED
CIRCULAR PLOT CENTER TYP. (SEE NOTE 5 THIS SHEET)
CIRCULAR PLOT CENTER TYP. (SEE NOTE 5 THIS SHEET)
SCALE: NTSLEGEND AND NOTES1SCALE: 1" = 400'OVERALL SITE PLAN2
0
SCALE 1" = 400'
800400400
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C2.2 - TREE REMOVAL PLAN.DWG ---- 05/01/2024 16:04:14
C2.2
1" = 400'
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SIDBURY
STATION
SIDBURY 187
CASITAS
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
LEGEND
RBC
TREE LEGEND
18
TREE REMOVAL PLAN
1.A TREE REMOVAL PERMIT WILL BE OBTAINED IN ACCORDANCE
WITH SECTION 10.3.9, TREE REMOVAL PERMIT.
2.TREE INVENTORY IS UNDERWAY AND WILL BE COMPLETED
FOLLOWING THE "PLOT SAMPLING METHODOLOGY FOR TREE
INVENTORY" OUTLINED IN THE NEW HANOVER COUNTY TREE AND
LANDSCAPING MANUAL.
3.REGULATED TREES WILL BE IDENTIFIED AND REPLACEMENT
CALCULATIONS WILL BE PROVIDED AS REQUIRED ACCORDING TO THE
NEW HANOVER COUNTY UNIFIED DEVELOPMENT ORDINANCE
SECTION 5.3, TREE RETENTION.
4.PRELIMINARY REPORT INFORMATION IDENTIFIES THE EXISTING
FOREST TYPE AS A NATURAL PINE FLAT.
5.PLOT CENTERS ARE 0.10 ACRE CIRCULAR SAMPLE PLOTS TAKEN
AT THE CENTER OF 1.0 ACRE BLOCKS DIVIDED ACROSS THE SIDBURY
I87 TRACT.
WETLANDS
GORE TRACT
TREE REMOVAL PLAN
GORE TRACT
*PRESENTLY UNDERGOING TREE SURVEY UTILIZING THE PLOT
SAMPLING METHODOLOGY
*PRESENTLY UNDERGOING TREE SURVEY UTILIZING THE PLOT
SAMPLING METHODOLOGY
N/FPARCEL ID: R01900-002-009-000
RMP SIDBURY ROAD LLC
DEED BOOK 5617 PAGE 442MAP BOOK 20 PAGE 89
ZONING: R-15
N/FPARCEL ID:R01900-002-008-006
DEAN, LINDSAY
ZONING: R-15
N/FPARCEL ID: 01900-002-018-000
NC DEPT OF TRANSPORTATION
ZONING: R-15
N/F
PARCEL ID: R01900-002-008-001JACK L. JAMES & ELIZABETH I. JAMES
ZONING: R-15
N/F
PARCEL ID: R01914-002-003-000CRUSE, TERRY L. &
JACQUELINE K.
ZONING: R-15
N/F
PARCEL ID: R01900-002-005-000
NC DEPT OF TRANSPORTATIONZONING: R-15
N/FPARCEL ID: R01900-001-008-000
FORMYDUVAL PAUL M MARTHA J
ZONING: R-15
N/F
PARCEL ID: R01900-001-010-019DAVIS JAMES L JR LINDA R
ZONING: R-15
N/F
PARCEL ID: R01900-001-010-018BUCKLEY THOMAS NZONING: R-15
N/F
WHITE OAK PLANTATION C/A PRIVATE ROAD
PARCEL ID: R01900-001-021-000BUCK WILLIAM A EDNA HZONING: R-15
N/F
PARCEL ID: R01900-001-010-017RANSOM GERALDINE BZONING: R-15
N/F
PARCEL ID: R01900-001-010-016
RANSOM GERALDINE B
ZONING: R-15
N/F
PARCEL ID: R01900-001-010-015FINCH MARY CZONING: R-15
N/F
PARCEL ID: R01900-001-010-014
ROACH PAMELA FZONING: R-15
N/F
PARCEL ID: R01900-001-010-013
AMERICAN IRA LLC FBO
ZONING: R-15
N/F
PARCEL ID: R01900-001-010-012
AMERICAN IRA LLC FBO
ZONING: R-15
N/F
PARCEL ID: R01900-001-010-011ST JOHN NICHOLAS ANNA
ZONING: R-15
N/F
PARCEL ID: R01900-001-010-002
COHAN JASON ERIN
ZONING: R-15
N/FPARCEL ID: R01200-002-003-000SIDBURY LAND & TIMBER LLC
ZONING: R-15
N/F
PARCEL ID: R01900-001-011-000
HARBOWY HELEN C ETALZONING: R-15
N/F
PARCEL ID: R01900-002-003-000
CORBETT PACKAGE COZONING: R-15
N/F
PARCEL ID: R01900-001-010-003
COHAN JASON ERIN
ZONING: R-15
N/F
PARCEL ID: R01900-001-010-004
NORRIS DON W FRANCES M
ZONING: R-15N/F
PARCEL ID: R01900-001-010-005
NORRIS DON W FRANCES M
ZONING: R-15
N/F
PARCEL ID: R01900-001-010-006
STEED PERRY C ELIZABETH
ZONING: R-15
N/F
PARCEL ID: R01900-001-010-008
FUTCH KENNETH WAYNE
ZONING: R-15
N/F
PARCEL ID: R01900-001-010-009
ST JOHN NICHOLAS
ZONING: R-15
N/F
PARCEL ID: R01900-001-010-010
ST JOHN NICHOLAS ANNA
ZONING: R-15
ED
N
A
B
U
C
K
D
R
I
V
E
6
0
'
R
I
G
H
T
O
F
W
A
Y
SIDBURY RO
A
D
100' PUBLIC
R
I
G
H
T
O
F
W
A
Y
N/F
PARCEL ID: R01900-001-010-007
FUTCH KENNETH WAYNE
ZONING: R-15
BU
C
K
D
R
I
V
E
60
'
R
I
G
H
T
O
F
W
A
Y
N/FPARCEL ID: 01900-002-004-000
RMP SIDBURY ROAD LLC
DEED BOOK 5617 PAGE 442MAP BOOK 15 PAGE 27
ZONING: R-15
N/F
PARCEL ID: R01900-002-002-000
MCCORMICK JOHN
ZONING: R-15
N/F
PARCEL ID:
R01900-002-001-000FAITH COMMUNITY
METHODIST CHURCH INC
ZONING: R-15
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLCZONING: R-15
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15N/F
PARCEL ID: 01900-002-018-000
NC DEPT OF TRANSPORTATIONZONING: R-15
INTE
R
S
T
A
T
E
-
1
4
0
SIDBURY STATION
SIDBURY STATION
N/F
PARCEL ID:
R01900-002-017-000NC DEPT OF
TRANSPORTATION
ZONING: R-15
UNINCORPORATED
(NEW HANOVER COUNTY)
N/F
PARCEL ID: R01900-002-019-000
NC DEPT OF TRANSPORTATION
ZONING: R-15
PORTION OF PARENT TRACK TO BE
SUBDIVIDED OUT OF SIDBURY187 PARCEL
ADJACENT PROPERTY OWNERS
C2.3
1" = 500'
N/A
0
SCALE 1" = 500'
1000'500'500'
SCALE: 1" = 500'ADJACENT PROPERTY OWNERS1
PERFORMANCE RESIDENTIAL
SUBDIVISION
--
GORE TRACT
SIDBURY 187
TRACT
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G002.DWG ---- 05/01/2024 16:04:21
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
N/F
PARCEL ID: R01900-002-005-000
NC DEPT OF TRANSPORTATION
ZONING: R-15
N/F
PARCEL ID: R01900-002-003-000
CORBETT PACKAGE CO
ZONING: R-15 N/F
PARCEL ID: R01900-002-002-000
MCCORMICK JOHN
ZONING: R-15
N/F
PARCEL ID:
R01900-002-001-000
FAITH COMMUNITY
METHODIST CHURCH INC
ZONING: R-15
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15
N/F
PARCEL ID: 01900-002-018-000
NC DEPT OF TRANSPORTATION
ZONING: R-15
INTE
R
S
T
A
T
E
-
1
4
0
E
D
N
A
B
U
C
K
D
R
I
V
E
6
0
'
R
I
G
H
T
O
F
W
A
Y
SIDBURY R
O
A
D
100' PUBLIC
R
I
G
H
T
O
F
W
A
Y
N/F
PARCEL ID:
R01900-002-017-000
NC DEPT OF
TRANSPORTATION
ZONING: R-15
OVERALL SITE PLAN
SCALE: NTSLEGEND AND NOTES1SCALE: 1" = 400'OVERALL SITE PLAN2
0
SCALE 1" = 400'
800400400
NOTES:
WETLAND INFORMATION BASED ON THE DELINEATION PROGRESS
SKETCH - WETLANDS FLAGGED AS OF 11.30.18, PREPARED BY
LAND MANAGEMENT GROUP.
DUKE ENERGY TO DESIGN, OWN, AND MAINTAIN STREET
LIGHTING IN ACCORDANCE WITH THE NEW HANOVER COUNTY
SUBDIVISION ORDINANCE, SECTION 52-9.
ALL COMMUNITY OWNED OPEN SPACE AVAILABLE FOR USE AS
DRAINAGE AND/OR UTILITY EASEMENTS.
SITE DATA TABLE
GENERAL INFORMATION
PROPERTY OWNER(S):CORBETT PACKAGE CO. & CORBETT
INDUSTRIES INC.
PARCEL ID'S:R01900-002-003-000 (PORTION OF) &
R02700-001-049-000
CURRENT ZONING:R15
PROPOSED USE:PERFORMANCE RESIDENTIAL
LOT SETBACKS REQUIRED PROPOSED
FRONT YARD 20'20'
REAR YARD 10'10'
SIDE YARD 0'5'
AREA CALCULATIONS
TOTAL PROJECT AREA +/- 700.95 AC
NET DEVELOPABLE AREA +/- 576.85 AC
AREA WITHIN WETLANDS +/- 124.10 AC
ACTIVE OPEN/ RECREATIONAL SPACE 14.45 AC
PASSIVE OPEN SPACE 247.86 AC
TOTAL BUILT-UPON AREA 166.56 AC
AREA BREAKDOWN PER PARCEL
SIDBURY 187 / CASITAS PARCEL 182.10 AC
GORE PARCEL 518.85 AC
MAXIMUM DENSITY 2.5 DU/AC
PROPOSED UNITS 1,751
PROPOSED DENSITY 2.5 DU/AC
PROPOSED UNITS
TYPE COUNT SYMBOL
42' X 120'191
42' X 105-110'67
52' X 120' SINGLE FAM 63
42' X 120' SINGLE FAM 383
60' X 120' SINGLE FAM 422
52' X 120' BFR 101
42' X 120' BFR 82
TOWNHOUSE 120' DEPTH 174
TOWNHOUSE 95' DEPTH 124
DUPLEXES (CASITAS)144
TOTAL UNIT COUNT 1751
BEDROOM COUNT
1 BEDROOM UNIT (CASITAS)46 UNITS
2 BEDROOM UNIT (CASITAS)72 UNITS
3 BEDROOM UNIT (CASITAS)26 UNITS
3 BEDROOM UNITS (SIDBURY/GORE)1607 UNITS
RIGHT OF WAY
PROPOSED MIN. WIDTH 50'
PROPOSED MAX. WIDTH 50'
ACTIVE RECREATION SPACE
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-001_SITE_OVERALL.DWG ---- 05/01/2024 16:04:37
C2.4
1" = 400'
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SIDBURY
STATION
GORE TRACT
SIDBURY 187
CASITAS
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
PASSIVE OPEN SPACE
SIDEWALK
SIDBURY
R
O
A
D
TEMPORARY TURNAROUND DOES NOT
COUNT AS NODE, PER NHC PLANNING
DEPARTMENT 09/24/2019 (TYP.)
LINK (TYP.)
NODE (TYP.)
TEMPORARY TURNAROUND DOES NOT
COUNT AS NODE, PER NHC PLANNING
DEPARTMENT 09/24/2019 (TYP.)
INTE
R
S
T
A
T
E
-
1
4
0
SYMBOL LEGEND
SYMBOL DESCRIPTION QUANTITY
LINK 125
NODE 88
CONNECTIVITY RATIO
(LINK:NODE)1.42
MINIMUM CONNECTIVITY RATIO
(PER NEW HANOVER COUNTY)1.40
SCALE: NTSLEGEND AND NOTES1SCALE: 1" = 400'CONNECTIVITY PLAN2
0
SCALE 1" = 400'
800400400
CONNECTIVITY PLAN
--
C2.5
N/A
1" = 400'
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G005_042450063.DWG ---- 05/01/2024 16:04:47
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
COLLECTOR STREET (TYP.)
LOCAL STREET (TYP.)
CUL-DE-SAC STREET (TYP.)
SIDBUR
Y
R
O
A
D
INT
E
R
S
T
A
T
E
-
1
4
0
SYMBOL LEGEND
SYMBOL DESCRIPTION
TRAVELWAY
WIDTH (FOC TO
FOC)
COLLECTOR STREET 26'-0"
LOCAL STREET 24'-0"
CUL-DE-SAC STREET 22'-0"
ROADWAY CLASSIFICATIONS
SCALE: NTSLEGEND AND NOTES1SCALE: 1" = 400'ROADWAY CLASSIFICATIONS2
0
SCALE 1" = 400'
800400400
NOTES:
1.ALL TRAVELWAY WIDTHS BASED ON ROAD DESIGN
STANDARDS FROM NEW HANOVER COUNTY SUBDIVISION
REGULATIONS.
2.ALL RIGHT OF WAYS ARE 50' WIDE.
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G006_042450063.DWG ---- 05/01/2024 16:04:56
--
C2.6
N/A
1" = 400'
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION 04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
±6
0
.
0
0
'
O
N
C
E
N
T
E
R
(
T
Y
P
.
)
PROPOSED SIDEWALK ON
RIGHT SIDE OF STREET (TYP.)
SIDE LOT LINES (TYP.)
RESIDENTIAL LOT (TYP.)
RESIDENTIAL LOT
(TYP.)
RESIDENTIAL LOT (TYP.)
STREET TREES LOCATED WITHIN
ROW (TYP.)
RESIDENTIAL LOT (TYP.)
RO
A
D
C
E
N
T
E
R
L
I
N
E
RI
G
H
T
O
F
W
A
Y
RI
G
H
T
O
F
W
A
Y
RO
A
D
C
E
N
T
E
R
L
I
N
E
RI
G
H
T
O
F
W
A
Y
RI
G
H
T
O
F
W
A
Y
RO
A
D
C
E
N
T
E
R
L
I
N
E
RI
G
H
T
O
F
W
A
Y
RI
G
H
T
O
F
W
A
Y
CUL-DE-SAC STREET
RO
A
D
C
E
N
T
E
R
L
I
N
E
RI
G
H
T
O
F
W
A
Y
RI
G
H
T
O
F
W
A
Y
50' RIGHT OF WAY
5.00'
PLAZA
5' MIN.2.00'
TRAVELWAY WIDTH (W)
REFER TO INDIVIDUAL ROADWAY SECTIONS
VALLEY
CURB
NCDOT STANDARD
PAVEMENT DESIGN
CROWN WITH VALLEY CURB
NOTES:
1. LAND WIDTH (W) AND RIGHT-OF-WAY WIDTH (R/W) AS GIVEN IN THE
SUBDIVISION ORDINANCE.
2.ALL CONCRETE TO BE 3000 PSI.
3. USE NCDOT SUBDIVISION MANUAL FOR MINIMUM PAVEMENT DESIGN.
4. USE THE STANDARD NCDOT CURB DETAILS.
5. USE THE STANDARD NCDOT HANDICAP RAMP DETAIL.
RO
A
D
C
E
N
T
E
R
L
I
N
E
RI
G
H
T
O
F
W
A
Y
RI
G
H
T
O
F
W
A
Y
50' RIGHT OF WAY
5.00'
PLAZA
5' MIN.2.00'
TRAVELWAY WIDTH (W)
REFER TO INDIVIDUAL ROADWAY SECTIONS
VALLEY
CURB
NCDOT STANDARD
PAVEMENT DESIGN
CROWN WITH VALLEY CURB
NOTES:
1. LAND WIDTH (W) AND RIGHT-OF-WAY WIDTH (R/W) AS GIVEN IN THE
SUBDIVISION ORDINANCE.
2.ALL CONCRETE TO BE 3000 PSI.
3. USE NCDOT SUBDIVISION MANUAL FOR MINIMUM PAVEMENT DESIGN.
4. USE THE STANDARD NCDOT CURB DETAILS.
5. USE THE STANDARD NCDOT HANDICAP RAMP DETAIL.
SCALE: NTSTYPICAL ROADWAY PLAN VIEW6
SCALE: NTSTYPICAL CUL-DE-SAC ROADWAY SECTION3
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G003_042450063.DWG ---- 05/01/2024 16:05:17
AS SHOWN
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
PERFORMANCE RESIDENTIAL
SUBDIVISION
TYPICAL STREET SECTIONS
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
N/A
C2.7
--
NOTE: MULCH SHALL BE SHREDDED HARDWOOD, DYED BROWN, SPREAD AT THICKNESS OF 3" DEEP ACROSS PLANTING AREAS.
SYMBOL CODE QTY BOTANICAL NAME COMMON NAME CONTAINER SIZE HEIGHT REMARKS
TREES
ACE AU3 405 ACER RUBRUM `AUTUMN BLAZE`AUTUMN BLAZE RED MAPLE B & B 2" CAL.10`-12` HT.SINGLE DOMINANT LEADER,
UNIFORM CANOPY & MATCHED
QUE LYR 895 QUERCUS LYRATA OVERCUP OAK B & B 2.5" CAL.12`-14` HT.SINGLE DOMINANT LEADER,
UNIFORM CANOPY & MATCHED
QUE VIR 18 QUERCUS VIRGINIANA SOUTHERN LIVE OAK B & B 5" CAL.12`-14` HT.SINGLE DOMINANT LEADER,
UNIFORM CANOPY & MATCHED
ZEL VIL 672 ZELKOVA SERRATA `VILLAGE GREEN`SAWLEAF ZELKOVA B & B 2" CAL.10`-12` HT.UNIFORM CANOPY & MATCHED
PLANT SCHEDULE
SCALE: 1" = 5'TYPICAL ROADWAY SECTION7
NTS CUL-DE-SAC STANDARD DETAIL5 NTSTURNAROUND DETAIL4 SCALE: NTSTYPICAL COLLECTOR ROADWAY SECTION1
SCALE: NTSTYPICAL LOCAL ROADWAY SECTION2
SCALE: NTSPLANT SCHEDULE8
5.00'
5.00'
10
.
0
0
'
10
.
0
0
'
10
.
0
0
'
42.00'
11
0
.
0
0
'
RIGHT OF WAY
(TYP.)
SIDE SETBACK
(TYP.)
NON-MUNICIPAL
EASEMENT (TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
32.00'
52.00'
10
.
0
0
'
5.00'
10
.
0
0
'
12
0
.
0
0
'
RIGHT OF WAY
(TYP.)
SIDE SETBACK
(TYP.)
NON-MUNICIPAL
EASEMENT (TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
5.00'
10
.
0
0
'
12
0
.
0
0
'
10
.
0
0
'
5.00'
10
.
0
0
'
10
.
0
0
'
42.00'
RIGHT OF WAY
(TYP.)
SIDE SETBACK
(TYP.)
NON-MUNICIPAL
EASEMENT (TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
N/A
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G004_042450063.DWG ---- 05/01/2024 16:05:33
--
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
0
SCALE 1" = 20'
40'20'20'0
SCALE 1" = 20'
40'20'20'
SCALE: 1" = 20'SIDBURY 187: 52 x 120' TYPICAL LOT3 SCALE: 1" = 20'SIDBURY 187: 42 x 120' TYPICAL LOT1
TYPICAL INTERIOR
LOT
SCALE: 1" = 20'SIDBURY 187: 42 x 110' TYPICAL LOT2
TYPICAL INTERIOR LOT
0
SCALE 1" = 20'
40'20'20'
TYPICAL INTERIOR
LOT
PERFORMANCE RESIDENTIAL
SUBDIVISION
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
LOT AND STREET TYPICALS
C2.8
AS NOTED
SCALE: 1" = 20'SIDBURY 187: CASITA TYPICAL LOT3
0
SCALE 1" = 20'
40'20'20'
5.00'
10
.
0
0
'
5.00'
10
.
0
0
'
10
.
0
0
'
RIGHT OF WAY
(TYP.)
SIDE SETBACK
(TYP.)
NON-MUNICIPAL
EASEMENT (TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
FRONT SETBACK
(TYP.)
22.00'20.00'
65
.
0
0
'
95
.
0
0
'
RIGHT OF WAY
(TYP.)
SIDE SETBACK
(TYP.)
NON-MUNICIPAL
EASEMENT (TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
5.00'
10
.
0
0
'
42.00'
12
0
.
0
0
'
10
.
0
0
'
10
.
0
0
'
5.00'
32.00'
10
.
0
0
'
60.00'
12
0
.
0
0
'
RIGHT OF WAY
(TYP.)
SIDE SETBACK
(TYP.)NON-MUNICIPAL
EASEMENT (TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
10
.
0
0
'
5.00'
5.00'
50.00'
5.00'
10
.
0
0
'
10
.
0
0
'
70.00'
10.00'
12
0
.
0
0
'
RIGHT OF WAY
(TYP.)
SIDE SETBACK
(TYP.)
NON-MUNICIPAL
EASEMENT (TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
10
.
0
0
'
45.00'
10
.
0
0
'
5.00'
10
.
0
0
'
10
.
0
0
'
12
0
.
0
0
'
52.00'
RIGHT OF WAY
(TYP.)
SIDE SETBACK
(TYP.)
NON-MUNICIPAL
EASEMENT (TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
5.00'
10.00'
10
.
0
0
'
RIGHT OF WAY
(TYP.)
SIDE SETBACK
(TYP.)
NON-MUNICIPAL
EASEMENT (TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
12
0
.
0
0
'
52.00'
5.00'
10
.
0
0
'
5.00'
10
.
0
0
'
32.00'
RIGHT OF WAY
(TYP.)
NON-MUNICIPAL
EASEMENT (TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
5.00'
10
.
0
0
'
10
.
0
0
'
10
.
0
0
'
28.00'20.00'
5.00'
23.00'
90
.
0
0
'
12
0
.
0
0
'
20.00'
1
1
.
0
4
'
10.00'
10
.
0
0
'
10.00'
10.00'
1
0
.
0
0
'
RIGHT OF WAY
(TYP.)
SIDE SETBACK
(TYP.)
NON-MUNICIPAL
EASEMENT (TYP.)
LOT LINE (TYP.)
REAR SETBACK
(TYP.)
1" = 20'
--
0
SCALE 1" = 20'
40'20'20'0
SCALE 1" = 20'
40'20'20'
SCALE: 1" = 20'GORE: TOWNHOME TYPICAL LOTS3
TYPICAL TOWNHOME
LOTS
SCALE: 1" = 20'GORE: 42 x 120' TYPICAL LOT4
TYPICAL INTERIOR
LOT
TYPICAL CORNER
LOT
SCALE: 1" = 20'GORE: 60 x 120' TYPICAL LOT2SCALE: 1" = 20'GORE: 52 x 120' TYPICAL LOT1
TYPICAL CORNER
LOT
TYPICAL CORNER
LOT
TYPICAL INTERIOR
LOT
0
SCALE 1" = 20'
40'20'20'
0
SCALE 1" = 20'
40'20'20'
0
SCALE 1" = 20'
40'20'20'
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\G004_042450063.DWG ---- 05/01/2024 16:15:16
LOT TYPICALS
--
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION C2.9
PERFORMANCE RESIDENTIAL SUBDIVISION
TYPICAL CORNER
LOT
0
SCALE 1" = 20'
40'20'20'
TYPICAL TOWNHOME
LOTS
0
SCALE 1" = 20'
40'20'20'0
SCALE 1" = 20'
40'20'20'
SIDBURY R
O
A
D
-
S
T
A
T
E
R
T
E
.
1
3
3
6
INTERS
T
A
T
E
-
1
4
0
SHEET C3.1
SHEET C3.2
SHEET C3.3
SHEET C3.4
SHEET C3.5
SHEET C3.6
SHEET C3.7
SHEET C3.8
SHEET C3.9
SHEET C3.10
SHEET C3.11
SHEET C3.12
SHEET C3.13
SHEET C3.14
SHEET C3.15
SHEET C3.16
SHEET C3.17
SHEET C3.18
SHEET C3.19
SHEET C3.20
SHEET C3.21
SHEET C3.22
SHEET C3.23
SHEET C3.24
SHEET C3.25
SHEET C3.26
SHEET C3.27
SHEET C3.28
PHASE BOUNDARY
PHASE BOUNDARY
SITE KEYMAP
SCALE: 1" = 500'SITE KEYMAP2
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\C-100_SITE_KEYMAP.DWG ---- 05/01/2024 16:06:02
C3.0
1" = 500'
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
0
SCALE 1" = 500'
1,000500500
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: R01900-002-002-000
MCCORMICK JOHN
ZONING: R-15POND (TYP.)
POND (TYP.)
PROJECT BOUNDARY
MAIN DEVELOPMENT ENTRANCE
(CONNECT TO EX. SIDBURY RD)
RIGHT-OF-WAY
NONMUNICIPAL ESMT.
5' SIDEWALK (TYP)
N/F
PARCEL ID: R01900-002-003-000
CORBETT PACKAGE CO
ZONING: R-15
EDGE OF PAVEMENT (TYP.)
2' VALLEY CURB (TYP.)
CASITAS MULTIFAMILY
HOUSING (TYP.)
CASITAS HOUSING
PARKING (TYP.)
CLUBHOUSE
SWM ESMT.
SWM ESMT.
EX. SID
B
U
R
Y
R
D
-
S
T
A
T
E
R
T
E
.
1
3
3
6
(100' R
.
O
.
W
.
)
25' WETLANDS
SETBACK (TYP.)
PVC C-900 W/L (TYP.)
8" SAN. SEWER
- C-900 PVC
(TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
BLOW OFF ASSEMBLY (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER END
SECTION (TYP.)
STORMWATER
MANHOLE (TYP.)
STORMWATER
CURB INLET (TYP.)
2" WATER
SERVICE (TYP.)
6" W/L (TYP.)
8" SAN. SEWER
(TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
SITE ENLARGEMENTS
C3.1
1" = 50'
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:06:28
SEE SHEET C3.2
MATCHLINE
SEE SHEET C3.3
MATCHLINE
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: R01900-002-003-000
CORBETT PACKAGE CO
ZONING: R-15
EX. WETLANDS
EX. WETLANDS
EX. WETLANDS
EX. SID
B
U
R
Y
R
D
-
S
T
A
T
E
R
T
E
.
1
3
3
6
(100' R
.
O
.
W
.
)
POND (TYP.)
POND (TYP.)
POND (TYP.)
CASITAS MULTIFAMILY
HOUSING (TYP.)
CASITAS HOUSING
PARKING (TYP.)
DISPOSAL STATION
DOG PARK
SWM ESMT.
SWM ESMT.
GARAGE (TYP.)
25' WETLANDS
SETBACK (TYP.)
STORMWATER PIPE
(TYP.)
SIDBURY STATION
STORMWATER
MANHOLE (TYP.)
EX. POND
STORMWATER END
SECTION (TYP.)
STORMWATER
CURB INLET (TYP.)
PVC C-900
W/L (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
8" SAN. SEWER
- C-900 PVC
(TYP.)
FIRE HYDRANT
(TYP.)
2" WATER SERVICE (TYP.)
6" W/L (TYP.)
SERVICE (TYP.)
6" W/L (TYP.)
8" SAN. SEWER (TYP.)
PVC C-900 W/L (TYP.)
BLOW OFF
ASSEMBLY (TYP.)
BLOW OFF
ASSEMBLY (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
SITE ENLARGEMENTS
C3.2
1" = 50'
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:06:36
SEE SHEET C3.1
MATCHLINE
SE
E
S
H
E
E
T
C3
.
3
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C3
.
4
MA
T
C
H
L
I
N
E
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: R01900-002-001-000
FAITH COMMUNITY METHODIST CHURCH INC
ZONING: R-15N/F
PARCEL ID: R01900-002-002-000
MCCORMICK JOHN
ZONING: R-15
R30.0'
24.0'
EP
T
O
E
P
50.0'
RO
W
R30
.
0
'
R
3
0
.
0
'
R3
0
.
0
'
R30.0'
R3
0
.
0
'
POND (TYP.)
PROJECT BOUNDARY
5' SIDEWALK (TYP.)
EDGE OF PAVEMENT (TYP.)
2' VALLEY CURB (TYP.)
R30
.
0
'
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
SWM ESMT.
EX. WETLANDS
POND (TYP.)
CASITAS MULTIFAMILY
HOUSING (TYP.)
CASITAS HOUSING
PARKING (TYP.)
SWM ESMT.
SWM ESMT.
GARAGE (TYP.)
25' WETLANDS
SETBACK (TYP.)
8" SAN. SEWER
- C-900 PVC
(TYP.)4' I.D. SAN. SEWER
MANHOLE (TYP.)
PVC C-900 W/L (TYP.)
BLOW OFF
ASSEMBLY
(TYP.)
FIRE HYDRANT
(TYP.)
STORMWATER
END SECTION
(TYP.)
STORMWATER
CURB INLET (TYP.)
STORMWATER PIPE
(TYP.)
50
.
0
'
RO
W
6" W/L (TYP.)
6" W/L (TYP.)
BLOW OFF
ASSEMBLY (TYP.)
BLOW OFF
ASSEMBLY (TYP.)
BLOW OFF
ASSEMBLY (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
SITE ENLARGEMENTS
C3.3
1" = 50'
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:06:42
SEE SHEET C3.1
MATCHLINE
SEE SHEET C3.4
MATCHLINE
SE
E
S
H
E
E
T
C3
.
2
MA
T
C
H
L
I
N
E
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
PROJECT BOUNDARY
24.0
'
EP T
O
E
P
5' SIDEWALK (TYP)
EDGE OF PAVEMENT (TYP.)
2' VALLEY CURB (TYP.)
50.0
'
ROW
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
SIDBURY STATION
CONNECT TO SIDBURY STATION
EX. WETLANDS
EX. WETLANDS
EX. WETLANDS
POND (TYP.)
CASITAS MULTIFAMILY
HOUSING (TYP.)
CASITAS HOUSING
PARKING (TYP.)
SWM ESMT.
GARAGE (TYP.)
25' WETLANDS
SETBACK (TYP.)
EX. POND
4' I.D. SAN. SEWER
MANHOLE (TYP.)
PVC C-900 W/L (TYP.)
8" SAN. SEWER
- C-900 PVC
(TYP.)
CONTRACTOR TO REMOVE
B.O.V. & CONNECT TO EX. W/L
FIRE HYDRANT (TYP.)
STORMWATER END
SECTION (TYP.)
STORMWATER
CURB INLET (TYP.)
STORMWATER PIPE
(TYP.)
6" W/L (TYP.)
8" SAN. SEWER
(TYP.)
BLOW OFF
ASSEMBLY (TYP.)
SITE ENLARGEMENTS
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
C3.4
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:06:46
SEE SHEET C3.3
MATCHLINE
SEE SHEET C3.6
MATCHLINE
SE
E
S
H
E
E
T
C3
.
5
MA
T
C
H
L
I
N
E
1" = 50'
SE
E
S
H
E
E
T
C3
.
2
MA
T
C
H
L
I
N
E
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15
R30.0
'
R30.
0
'
R
3
0
.
0
'
R
3
0
.
0
'
R
3
0
.
0
'
R30
.
0
'
R
1
6
.
0
'
R16.
0
'
R16.
0
'
R20.0'
POND (TYP.)
POND (TYP.)
PROJECT BOUNDARY
R47
.
0
'
5' SIDEWALK (TYP)
EDGE OF PAVEMENT (TYP)
2' VALLEY CURB (TYP)
5
0
.
0
'
R
O
W
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
2
4
.
0
'
E
P
T
O
E
P
SWM ESMT.
SWM ESMT.
PVC C-900 W/L (TYP.)
8" SAN. SEWER
- C-900 PVC
(TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
BLOW OFF
ASSEMBLY (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER
MANHOLE (TYP.)
STORMWATER PIPE
(TYP.)
STORMWATER
CURB INLET
(TYP.)
STORMWATER END
SECTION (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:06:51
SITE ENLARGEMENTS
C3.5
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SEE SHEET C3.7
MATCHLINE
SE
E
S
H
E
E
T
C3
.
4
MA
T
C
H
L
I
N
E
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
R3
0
.
0
'
R30.0
'
R
3
0
.
0
'
R30.0'
R30
.
0
'
R30.0'
PROJECT BOUNDARY
50
.
0
'
RO
W
5' SIDEWALK (TYP)
24
.
0
'
EP
T
O
E
P
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
CONNECT TO SIDBURY STATION
SIDBURY STATION
EX. WETLANDS
25' WETLANDS
SETBACK (TYP.)
EX. WETLANDS
8" SAN. SEWER
- C-900 PVC (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
PVC C-900 W/L (TYP.)
CONTRACTOR TO REMOVE
B.O.V. & CONNECT TO EX. W/L
FIRE HYDRANT (TYP.)
STORMWATER PIPE
(TYP.)
STORMWATER
CURB INLET (TYP.)
EX. POND
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:06:57
SITE ENLARGEMENTS
C3.6
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SEE SHEET C3.4
MATCHLINE
SEE SHEET C3.10
MATCHLINE
SE
E
S
H
E
E
T
C3
.
7
MA
T
C
H
L
I
N
E
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15
POND (TYP.)
PROJECT BOUNDARY
50.0'
ROW
5' SIDEWALK (TYP)
24.0'
EP TO EP
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
SWM ESMT.
EX. WETLANDS
EX. WETLANDS
EX. WETLANDS
25' WETLANDS
SETBACK (TYP.)
8" SAN. SEWER
- C-900 PVC
(TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER
CURB INLET (TYP.)
STORMWATER PIPE
(TYP.)
STORMWATER
MANHOLE (TYP.)
STORMWATER END
SECTION (TYP.)
PVC C-900 W/L (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:07:07
SITE ENLARGEMENTS
C3.7
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SEE SHEET C3.5
MATCHLINE
SEE SHEET C3.11
MATCHLINE
SE
E
S
H
E
E
T
C3
.
6
MA
T
C
H
L
I
N
E
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
R30.0'
R30
.
0
'
R30.0'R30.0'R30.0'R30.0'
R3
0
.
0
'
R30
.
0
'
POND (TYP.)
POND (TYP.)
PROJECT BOUNDARY
PROJECT BOUNDARY
50.0'
ROW
50
.
0
'
RO
W
5' SIDEWALK (TYP)
EDGE OF PAVEMENT (TYP)
2' VALLEY CURB (TYP)
24
.
0
'
EP
T
O
E
P
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
SWM ESMT.
SWM ESMT.
EX. WETLANDS
EX. WETLANDS
EX. WETLANDS
SIDBURY STATION
25' WETLANDS
SETBACK (TYP.)
EX. POND
4' I.D. SAN. SEWER
MANHOLE (TYP.)
PVC C-900 W/L (TYP.)
8" SAN. SEWER
- C-900 PVC (TYP.)
BLOW OFF
ASSEMBLY (TYP.)
CONTRACTOR TO REMOVE
B.O.V. & CONNECT TO EX. W/L
FIRE HYDRANT (TYP.)STORMWATER
CURB INLET (TYP.)
STORMWATER PIPE
(TYP.)
STORMWATER
MANHOLE (TYP.)
STORMWATER END
SECTION (TYP.)
PVC C-900 W/L (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:07:12
SITE ENLARGEMENTS
C3.8
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SEE SHEET C3.12
MATCHLINE
SE
E
S
H
E
E
T
C3
.
9
MA
T
C
H
L
I
N
E
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
R30.0'R30.0'
R30.0'
R3
0
.
0
'
R
3
0
.
0
'
R30.0'R30.0'R30.0'
R30.0'
R30.0'
R30.0'R30.0'
R
3
0
.
0
'
R
3
0
.
0
'
R30.0'
R3
0
.
0
'
R
3
0
.
0
'
POND (TYP.)
POND (TYP.)
PROJECT BOUNDARY
R47
.
0
'
5' SIDEWALK (TYP)
EDGE OF PAVEMENT (TYP)
2' VALLEY CURB (TYP)
50.0'
ROW
24.0'
EP TO EP
24
.
0
'
EP
T
O
E
P
50
.
0
'
RO
W
5' SIDEWALK (TYP)RIGHT-OF-WAY
SWM ESMT.
SWM ESMT.
SIDBURY STATION
CONNECT TO SIDBURY STATION
25' WETLANDS
SETBACK (TYP.)
EX. WETLANDS
8" SAN. SEWER
- C-900 PVC (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
PVC C-900 W/L (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER PIPE
(TYP.)
STORMWATER END
SECTION (TYP.)
STORMWATER
CURB INLET (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-002-007_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:07:22
SITE ENLARGEMENTS
C3.9
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SEE SHEET C3.13
MATCHLINE
SE
E
S
H
E
E
T
C3
.
1
0
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C3
.
8
MA
T
C
H
L
I
N
E
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
R3
0
.
0
'
R30.0
'
R30
.
0
'
R3
0
.
0
'
R30.0'
R30
.
0
'
R30.0'
R30.0'
R30.0'
R30.0'
R30.0'R30.0'R30.0'
R30.0'
R
3
0
.
0
'
R30.0'
R30.0'R30.0'
POND (TYP.)
POND (TYP.)
PROJECT BOUNDARY
50
.
0
'
RO
W
EDGE OF PAVEMENT (TYP)
2' VALLEY CURB (TYP)
24
.
0
'
EP
T
O
E
P
RIGHT-OF-WAY
5' SIDEWALK (TYP)NONMUNICIPAL ESMT.
SWM ESMT.
SWM ESMT.
EX. WETLANDS
SIDBURY STATION
25' WETLANDS
SETBACK (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
8" SAN. SEWER
- C-900 PVC (TYP.)
PVC C-900
W/L (TYP.)
CONTRACTOR TO REMOVE
B.O.V. & CONNECT TO EX. W/L
FIRE HYDRANT (TYP.)
STORMWATER PIPE
(TYP.)
STORMWATER
CURB INLET (TYP.)
PVC C-900 W/L (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
SITE ENLARGEMENTS
C3.10
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:07:56
SE
E
S
H
E
E
T
C3
.
9
MA
T
C
H
L
I
N
E
SEE SHEET C3.14
MATCHLINE
SE
E
S
H
E
E
T
C3
.
1
1
MA
T
C
H
L
I
N
E
SEE SHEET C3.6
MATCHLINE
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15
R3
0
.
0
'
R30.
0
'
R30.
0
'
R
3
0
.
0
'
R15.0'
POND (TYP.)
POND (TYP.)
POND (TYP.)
PROJECT BOUNDARY
5
0
.
0
'
R
O
W
R47.0'
5' SIDEWALK (TYP.)
EDGE OF PAVEMENT (TYP.)
2' VALLEY CURB (TYP.)
2
4
.
0
'
E
P
T
O
E
P
RIGHT-OF-WAY
NONMUNICIPAL ESMT.
SWM ESMT.
SWM ESMT.
SWM ESMT.
4' I.D. SAN. SEWER
MANHOLE (TYP.)
PVC C-900 W/L (TYP.)
8" SAN. SEWER
- C-900 PVC (TYP.)
FIRE HYDRANT
(TYP.)
STORMWATER END
SECTION (TYP.)
SITE ENLARGEMENTS
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
C3.11
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:08:01
SE
E
S
H
E
E
T
C3
.
1
0
MA
T
C
H
L
I
N
E
SEE SHEET C3.15
MATCHLINE
SEE SHEET C3.7
MATCHLINE
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: R01900-002-005-000
NC DEPT OF TRANSPORTATION
ZONING: R-15
R3
0
.
0
'
R
3
0
.
0
'
R30.0'
R30.0'
R30.0'
R29.0'
R3
0
.
0
'
R
4
7
.
0
'
R30.0'
R30.0'POND (TYP.)
POND (TYP.)
POND (TYP.)
PROJECT BOUNDARY
5' SIDEWALK (TYP)
50.
0
'
RO
W
50.0'
ROW
50
.
0
'
RO
W
24
.
0
'
EP
T
O
E
P
24.0'
EP T
O
EP
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
EDGE OF PAVEMENT (TYP.)
2' VALLEY CURB (TYP.)
SWM ESMT.
SWM ESMT.
SWM ESMT.
EX. WETLANDS
EX. WETLANDS
25' WETLANDS
SETBACK (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
PVC C-900 W/L (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER END
SECTION (TYP.)
STORMWATER PIPE
(TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:08:07
SITE ENLARGEMENTS
C3.12
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SEE SHEET C3.16
MATCHLINE
SE
E
S
H
E
E
T
C3
.
1
3
MA
T
C
H
L
I
N
E
SEE SHEET C3.8
MATCHLINE
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
R30.0'
R30.0'
R30.0'
50.0'
ROW
50
.
0
'
RO
W
R47
.
0
'
24
.
0
'
EP
T
O
E
P
EDGE OF PAVEMENT (TYP)
2' VALLEY CURB (TYP)
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
5' SIDEWALK (TYP)
EX. WETLANDS
25' WETLANDS
SETBACK (TYP.)
PVC C-900 W/L (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
8" SAN. SEWER
- C-900 PVC (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER PIPE
(TYP.)
STORMWATER
CURB INLET (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:08:12
SITE ENLARGEMENTS
C3.13
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SE
E
S
H
E
E
T
C3
.
1
2
MA
T
C
H
L
I
N
E
SEE SHEET C3.17
MATCHLINE
SE
E
S
H
E
E
T
C3
.
1
4
MA
T
C
H
L
I
N
E
SEE SHEET C3.9
MATCHLINE
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
R
3
0
.
0
'
R3
0
.
0
'
R30.0'R30.0'
R3
0
.
0
'
R3
0
.
0
'
R
3
0
.
0
'
R30.0'
R30.0'
R30.0'
R30.0'
POND (TYP.)
POND (TYP.)
PROJECT BOUNDA
R
Y
50.0'
ROW
50.0
'
ROW
24.0'
EP TO EP
5' SIDEWALK (TYP)
RIGHT-OF-WAY
NONMUNICIPAL ESMT.
2' VALLEY CURB (TYP)
EDGE OF PAVEMENT (TYP)
SWM ESMT.
SWM ESMT.
8" SAN. SEWER
- C-900 PVC (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
PVC C-900 W/L (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER END
SECTION (TYP.)
STORMWATER PIPE
(TYP.)
STORMWATER
CURB INLET (TYP.)
50.0'
ROW
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:08:22
SITE ENLARGEMENTS
C3.14
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SE
E
S
H
E
E
T
C3
.
1
3
MA
T
C
H
L
I
N
E
SEE SHEET C3.18
MATCHLINE
SE
E
S
H
E
E
T
C3
.
1
5
MA
T
C
H
L
I
N
E
SEE SHEET C3.10
MATCHLINE
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15
R16.0'
R1
6
.
0
'
PROJECT BOUNDARY
R47.0'
50.0
'
ROW
24.0
'
EP T
O
E
P
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
EDGE OF PAVEMENT (TYP.)
2' VALLEY CURB (TYP.)
SWM ESMT.
PVC C-900 W/L (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
8" SAN. SEWER
- C-900 PVC (TYP.)
BLOW OFF
ASSEMBLY (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:08:26
SITE ENLARGEMENTS
C3.15
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SE
E
S
H
E
E
T
C3
.
1
4
MA
T
C
H
L
I
N
E
SEE SHEET C3.19
MATCHLINE
SEE SHEET C3.11
MATCHLINE
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: 01900-002-018-000
NC DEPT OF TRANSPORTATION
ZONING: R-15
R30.0
'
R
3
0
.
0
'
R28.0'
R
3
0
.
0
'
R
3
0
.
0
'
R30
.
0
'
POND (TYP.)
POND (TYP.)
PROJECT BOUNDARY
50
.
0
'
RO
W
5' SIDEWALK (TYP)
50.0'
ROW
24.0'
EP TO EP
NONMUNICIPAL ESMT.
EDGE OF PAVEMENT (TYP.)
2' VALLEY CURB (TYP.)
RIGHT-OF-WAY
SWM ESMT.
SWM ESMT.
EX. WETLANDS
25' WETLANDS
SETBACK (TYP.)
PVC C-900 W/L (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER END
SECTION (TYP.)
STORMWATER PIPE
(TYP.)
STORMWATER
CURB INLET (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1008-1014_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:08:32
SITE ENLARGEMENTS
C3.16
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SEE SHEET C3.20
MATCHLINE
SE
E
S
H
E
E
T
C3
.
1
7
MA
T
C
H
L
I
N
E
SEE SHEET C3.12
MATCHLINE
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
R
3
0
.
0
'
R30
.
0
'
R
3
0
.
0
'
R3
0
.
0
'
R3
0
.
0
'
R30.0'
R30.0'R30.0'
R30.0'
R
3
0
.
0
'
R30.0'
R30.0'
R
3
0
.
0
'
R30.0'
R30
.
0
'
R30.0'
R30.0
'
5' SIDEWALK (TYP)
50.0'
ROW
50
.
0
'
RO
W
50.0'
ROW
50.0'
ROW
50
.
0
'
RO
W
24.0'
EP TO EP
24.0'
EP TO EP
24
.
0
'
EP
T
O
E
P
NONMUNICIPAL ESMT.RIGHT-OF-WAY
EDGE OF PAVEMENT (TYP.)
25' WETLANDS
SETBACK (TYP.)
EX. WETLANDS
4' I.D. SAN. SEWER
MANHOLE (TYP.)
8" SAN. SEWER - C-900 PVC
(TYP.)STORMWATER
CURB INLET (TYP.) STORMWATER PIPE
(TYP.)
STORMWATER
MANHOLE (TYP.)
PVC C-900 W/L (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
SITE ENLARGEMENTS
C3.17
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:09:06
SE
E
S
H
E
E
T
C3
.
1
6
MA
T
C
H
L
I
N
E
SEE SHEET C3.21
MATCHLINE
SE
E
S
H
E
E
T
C3
.
1
8
MA
T
C
H
L
I
N
E
SEE SHEET C3.13
MATCHLINE
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
R
3
0
.
0
'
R30.0'
R3
0
.
0
'
R3
0
.
0
'
R30.0'
R3
0
.
0
'
R30
.
0
'
R3
0
.
0
'
R3
0
.
0
'
R30.0
'
R30.0
'
R
3
8
.
0
'
R38
.
0
'
R
3
0
.
0
'
R30.0'
50.0'
ROW
R47.0'
5' SIDEWALK (T
Y
P
)
5' SIDEWALK (TYP)
50.0'
ROW
50.0'
ROW
24.0'
EP TO EP
24.0'
EP TO
E
P
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
2' VALLEY CURB (TYP.)
EDGE OF PAVEMENT (TYP.)
POND (TYP.)
SWM ESMT.
8" SAN. SEWER
- C-900 PVC (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER
CURB INLET (TYP.)
STORMWATER PIPE
(TYP.)
PVC C-900 W/L (TYP.)
SITE ENLARGEMENTS
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
C3.18
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:09:14
SE
E
S
H
E
E
T
C3
.
1
7
MA
T
C
H
L
I
N
E
SEE SHEET C3.22
MATCHLINE
SEE SHEET C3.14
MATCHLINE
1" = 50'
SE
E
S
H
E
E
T
C3
.
1
9
MA
T
C
H
L
I
N
E
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15
R3
0
.
0
'
R3
0
.
0
'
PROJECT BOUNDARY
5
0
.
0
'
R
O
W
2
4
.
0
'
E
P
T
O
E
P
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
EDGE OF PAVEMENT (TYP.)
2' VALLEY CURB (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
8" SAN. SEWER
- C-900 PVC (TYP.)
PVC C-900 W/L (TYP.)
FIRE HYDRANT (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:09:23
SITE ENLARGEMENTS
C3.19
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SEE SHEET C3.23
MATCHLINE
SEE SHEET C3.15
MATCHLINE
1" = 50'
SE
E
S
H
E
E
T
C3
.
1
8
MA
T
C
H
L
I
N
E
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: 01900-002-018-000
NC DEPT OF TRANSPORTATION
ZONING: R-15
R
3
0
.
0
'
R30
.
0
'
POND (TYP.)
PROJECT BOUNDARY
SWM ESMT.
EX. WETLANDS
25' WETLANDS
SETBACK (TYP.)
PVC C-900
W/L (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
STORMWATER
CURB INLET (TYP.)
PVC C-900 W/L (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:09:34
SITE ENLARGEMENTS
C3.20
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SEE SHEET C3.24
MATCHLINE
SE
E
S
H
E
E
T
C3
.
2
1
MA
T
C
H
L
I
N
E
SEE SHEET C3.16
MATCHLINE
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
R
3
0
.
0
'
R30.0'
R30
.
0
'
R
3
0
.
0
'
R30.0
'
R
3
0
.
0
'
R30
.
0
'
R
3
0
.
0
'
R
3
0
.
0
'
R30.0'
R30
.
0
'
R
3
0
.
0
'
R
3
0
.
0
'
R30
.
0
'
POND (TYP.)
50
.
0
'
RO
W
50
.
0
'
RO
W
5' SIDEWALK (TYP)
50.0'
ROW
50.0'
ROW
24.0'
EP TO
EP
24.0'
EP TO EP
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
EDGE OF PAVEMENT (TYP.)
2' VALLEY CURB (TYP.)
SWM ESMT.
EX. WETLANDS
25' WETLANDS
SETBACK (TYP.)
8" SAN. SEWER
- C-900 PVC (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
PVC C-900 W/L (TYP.)
STORMWATER END
SECTION (TYP.)
STORMWATER PIPE
(TYP.)
STORMWATER
CURB INLET (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:09:44
SITE ENLARGEMENTS
C3.21
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SE
E
S
H
E
E
T
C3
.
2
0
MA
T
C
H
L
I
N
E
SEE SHEET C3.25
MATCHLINE
SE
E
S
H
E
E
T
C3
.
2
2
MA
T
C
H
L
I
N
E
SEE SHEET C3.17
MATCHLINE
1" = 50'
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
R
3
0
.
0
'
R30
.
0
'
R
3
0
.
0
'
R30.
0
'
R
3
0
.
0
'
R30
.
0
'
R30
.
0
'
R
3
0
.
0
'
R
3
0
.
0
'
R30
.
0
'
R30
.
0
'
R30.0'
R30.0'
R30.0'
R30.0'R30.0'
R30.0'
R30.0'
R30
.
0
'
R
3
0
.
0
'
R30.0'
POND (TYP.)
50
.
0
'
RO
W
5' SIDEWALK (TYP)
50
.
0
'
RO
W
50.0'
ROW
50.0'
ROW
50.0'
ROW
24.0'
EP TO EP
24
.
0
'
EP
T
O
E
P
24.0'
EP T
O
E
P
NONMUNICIPAL ESMT.
2' VALLEY CURB (TYP.)
EDGE OF PAVEMENT (TYP.)
RIGHT-OF-WAY
SWM ESMT.
4' I.D. SAN. SEWER
MANHOLE (TYP.)
8" SAN. SEWER
- C-900 PVC (TYP.)
PVC C-900 W/L (TYP.)
FIRE HYDRANT
(TYP.)
STORMWATER
CURB INLET (TYP.)
STORMWATER PIPE
(TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:09:54
SITE ENLARGEMENTS
C3.22
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SE
E
S
H
E
E
T
C3
.
2
1
MA
T
C
H
L
I
N
E
SEE SHEET C3.26
MATCHLINE
SEE SHEET C3.18
MATCHLINE
1" = 50'
SE
E
S
H
E
E
T
C3
.
2
3
MA
T
C
H
L
I
N
E
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: R02000-004-006-000
SIDBURY LAND & TIMBER LLC
ZONING: R-15
R3
0
.
0
'R30.
0
'
POND (TYP.)
PROJECT BOUNDARY5' SIDEWALK (TYP)
50.0
'
ROW
24.0
'
EP T
O
EP NONMUNICIPAL ESMT.
RIGHT-OF-WAY
EDGE OF PAVEMENT (TYP.)
2' VALLEY CURB (TYP.)
PVC C-900 W/L (TYP.)
8" SAN. SEWER
- C-900 PVC (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER
CURB INLET (TYP.) STORMWATER PIPE
(TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1015-1021_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:10:03
SITE ENLARGEMENTS
C3.23
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SEE SHEET C3.27
MATCHLINE
SEE SHEET C3.19
MATCHLINE
1" = 50'
SE
E
S
H
E
E
T
C3
.
2
2
MA
T
C
H
L
I
N
E
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
N/F
PARCEL ID: 01900-002-018-000
NC DEPT OF TRANSPORTATION
ZONING: R-15
POND (TYP.)
PROJECT BOUNDARY
INTE
R
S
T
A
T
E
-
1
4
0
SWM ESMT.
EX. WETLANDS
25' WETLANDS
SETBACK (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
SITE ENLARGEMENTS
C3.24
1" = 50'
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1022-1025_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:10:38
SE
E
S
H
E
E
T
C3
.
2
5
MA
T
C
H
L
I
N
E
SEE SHEET C3.20
MATCHLINE
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
R
3
0
.
0
'
R30.0
'
R
3
0
.
0
'
R
3
0
.
0
'
R30.0'
R30.0'
R
3
0
.
0
'
R30.0'
R30.0'
POND (TYP.)
PROJECT BOUNDARY
R
4
7
.
0
'
5' SIDEWALK (TYP)
50.0'
ROW
50
.
0
'
RO
W
24.0'
EP TO EP
24
.
0
'
EP
T
O
E
P
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
EDGE OF PAVEMENT (TYP.)
2' VALLEY CURB (TYP.)
SWM ESMT.
EX. WETLANDS 25' WETLANDS
SETBACK (TYP.)
INTE
R
S
T
A
T
E
-
1
4
0
8" SAN. SEWER
- C-900 PVC (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
PVC C-900 W/L (TYP.)
BLOW OFF
ASSEMBLY (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER PIPE
(TYP.)
SITE ENLARGEMENTS
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
C3.25
1" = 50'
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1022-1025_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:10:48
SE
E
S
H
E
E
T
C3
.
2
4
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C3
.
2
6
MA
T
C
H
L
I
N
E
SEE SHEET C3.21
MATCHLINE
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
R
3
0
.
0
'
R30
.
0
'
R
3
0
.
0
'
R30
.
0
'
R
3
0
.
0
'
R30
.
0
'
R
3
0
.
0
'
R30.0'
POND (TYP.)
5' SIDEWALK (TYP)
50.0'
ROW 50.0'
ROW
50
.
0
'
RO
W
24.0'
EP TO EP
24.0'
EP TO EP
2' VALLEY CURB (TYP.)
EDGE OF PAVEMENT (TYP.)
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
SWM ESMT.
PVC C-900 W/L (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
8" SAN. SEWER
- C-900 PVC (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER
CURB INLET (TYP.)
STORMWATER PIPE
(TYP.)
STORMWATER
MANHOLE (TYP.)
STORMWATER END
SECTION (TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1022-1025_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:10:58
SITE ENLARGEMENTS
C3.26
1" = 50'
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SE
E
S
H
E
E
T
C3
.
2
5
MA
T
C
H
L
I
N
E
SE
E
S
H
E
E
T
C3
.
2
7
MA
T
C
H
L
I
N
E
SEE SHEET C3.22
MATCHLINE
SEE SHEET C3.28
MATCHLINE
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
POND (TYP.)
PROJECT BOUNDARY
5' SIDEWALK (TYP)
50
.
0
'
RO
W
24
.
0
'
EP
T
O
E
P
NONMUNICIPAL ESMT.
RIGHT-OF-WAY
EDGE OF PAVEMENT (TYP.)
2' VALLEY CURB (TYP.)SWM ESMT.
8" SAN. SEWER
- C-900 PVC (TYP.)
PVC C-900 W/L (TYP.)
4' I.D. SAN. SEWER
MANHOLE (TYP.)
FIRE HYDRANT (TYP.)
STORMWATER
MANHOLE (TYP.)
STORMWATER END
SECTION (TYP.)
STORMWATER
CURB INLET (TYP.)
STORMWATER PIPE
(TYP.)
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1022-1025_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:11:08
SITE ENLARGEMENTS
C3.27
1" = 50'
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SE
E
S
H
E
E
T
C3
.
2
6
MA
T
C
H
L
I
N
E
SEE SHEET C3.23
MATCHLINE
SEE SHEET C3.28
MATCHLINE
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION
INTERS
T
A
T
E
-
1
4
0
SCALE: 1" = 50'ENLARGED SITE PLAN1
0
SCALE 1" = 50'
1005050
DESCRIPTIONS DATEREV.NO.
REVISIONS
SCALE
HORIZONTAL:
VERTICAL:
SEAL
STATUS:
DRAWN
PROJ. MGR.
DESIGNED
CHECKED
DATE:
MCE PROJ. #
SEAL
www.mckimcreed.com
License: F-1222
DRAWING NUMBER
REVISION
243 North Front Street
Phone: (910)343-1048, Fax: (910)251-8282
Wilmington, North Carolina 28401
I:\04245\0063\ENG\80- DRAWINGS\81_PRODUCTION_SHEETS\2_WORKING_DWGS\CS-1022-1025_SITE_ENLARGEMENTS.DWG ---- 05/01/2024 16:11:15
SITE ENLARGEMENTS
C3.28
1" = 50'
N/A --
SIDBURY 187 & GORE PERFORMANCE
RESIDENTIAL SUBDIVISION
SEE SHEET C3.26
MATCHLINE
SEE SHEET C3.27
MATCHLINE
04245-0063
RCH/ELS
RAM
05/01/24
RAM
RCH/TAM
PERFORMANCE RESIDENTIAL
SUBDIVISION