HomeMy WebLinkAboutHeron Cove Site PlanOPEN SPACE & STORMWATER POND AREA
PROPOSED ENTRANCE FEATURE
(BY OTHERS)
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SITE DATA
PARCEL ID:R04300-003-025-000,
R04300-003-057-000,
R04300-003-026-010
CURRENT ZONING:R-5 (Z25-06)
PROJECT ADDRESS:6425, 6437 GORDON RD.
& 1927 GORDON ACRES DR.
WILMINGTON, NC 28411
CURRENT OWNER:HERON COVE DEVELOPMENT, LLC
PO BOX 538
WRIGHTSVILLE BEACH, NC 28480
TOTAL ACREAGE IN PROJECT BOUNDARY: 6) $&
HERON COVE
6425, 6437 GORDON RD. & 1927 GORDON ACRES DR
WILMINGTON, NORTH CAROLINA
CIVIL ENGINEER
INTRACOASTAL ENGINEERING, PLLC
5725 OLEANDER DR. SUITE E-7
WILMINGTON, NC 28403
PHONE: 910-859-8983
CONTACT: CHARLES CAZIER
SURVEYOR
BATEMAN CIVIL SURVEY COMPANY
30 COVIL AVE.
WILMINGTON, NC 28403
PHONE: 910-772-9113
CONTACT: CARL CORPUS
CLIENT
HERON COVE DEVELOPMENT, LLC
PO BOX 538
WRIGHTSVILLE BEACH, NC 28480
PHONE: 910-399-5688
CONTACT: CRAIG JOHNSON
SHEET NO.DESCRIPTION
C-0 EXISTING CONDITIONS, DEMO & TREE REMOVAL PLAN
C-1 SITE, GRADING, DRAINAGE & STORMWATER PLAN
C-2 UTILITIES PLAN
C-3 SEDIMENTATION & EROSION CONTROL PLAN
C-4 SANITARY SEWER PLAN/PROFILE
C-5 SANITARY SEWER PLAN/PROFILE
C-6 GENERAL DETAILS
C-7 STORMWATER DETAILS
C-8 SEDIMENTATION & EROSION CONTROL DETAILS
C-9 NCDOT DETAILS
C-10 UTILITY DETAILS
C-11 UTILITY DETAILS
C-12 NCG01 NOTES
VICINITY MAP (NOT TO SCALE):
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200'100'50'100'0'
Scale: 1"=100'
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WETLAND AREA FLAGGED BY SOUTHERN
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30' A.E. TO
BE ABANDONED
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1" = 60'
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2025-009
CLIENT INFORMATION:
+HURQ&RYH'HYHORSPHQW//&
PO Box 538
Wrightsville Beach, NC 28480
Ph. 910-399-5688
OF 13
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9/29/2025
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PROPERTY LINE
ADJOINERS
LIMITS OF DISTURBANCE
3:1 GRASSED SWALE
TREE PROTECTION FENCING
SIGNIFICANT TREES TO BE REMOVED
PROPOSED DEMOLITION AREA
LEGEND
SITE DATA
PARCEL ID:R04300-003-025-000,
R04300-003-057-000,
R04300-003-026-010
CURRENT ZONING:R-5 (Z25-06)
PROJECT ADDRESS:6425, 6437 GORDON RD.
& 1927 GORDON ACRES DR.
WILMINGTON, NC 28411
CURRENT OWNER:HERON COVE DEVELOPMENT, LLC
PO BOX 538
WRIGHTSVILLE BEACH, NC 28480
TOTAL ACREAGE IN PROJECT BOUNDARY: 6) $&
EXISTING IMPERVIOUS AREAS: (ALL TO BE REMOVED)
BUILDINGS:4,500 S.F.
SOILS TYPE:Be (Baymeade fine sand)
Se (Seagate fine sand)
Jo (Johnson soils)
Mu (Murrville fine sand)
TREE PRESERVATION NOTES:
1.PRIOR TO ANY CLEARING, GRADING, OR CONSTRUCTION ACTIVITY, APPROVED TREE PROTECTION
FENCING, SUCH AS SAFETY BARRIER FENCING, A WOODEN SLAT SNOW FENCE OR WIRE FENCE, SHALL BE
INSTALLED AROUND PROTECTED TREES OR TREE STANDS LOCATED IN CONSTRUCTION AREAS OR OTHER
SITE AREAS THAT WILL BE DISTURBED BY CONSTRUCTION ACTIVITIES. THE FENCING SHALL BE A
MINIMUM OF FOUR FEET IN HEIGHT AND BE OF DURABLE CONSTRUCTION. TREE PROTECTIVE FENCING
SHALL REMAIN IN PLACE THROUGH COMPLETION OF CONSTRUCTION ACTIVITIES.
2. NO CONSTRUCTION WORKERS, TOOLS, MATERIALS, OR VEHICLES ARE PERMITTED WITHIN THE TREE
PROTECTION FENCING.
3.IF AN EXISTING TREE RETAINED TO COMPLY WITH THE STANDARDS OF THIS SECTION IS DESTROYED,
SUBSTANTIALLY DAMAGED, OR DIES AS A RESULT OF NEGLIGENCE ON THE PART OF THE PROPERTY
OWNER WITHIN THREE YEARS AFTER COMPLETION OF CONSTRUCTION, THEN REPLACEMENT TREES
SHALL BE PLANTED ON THE SITE WITH A TOTAL DIAMETER EQUAL TO TWICE THE DIAMETER OF THE
RETAINED TREE. A MINIMUM GROWING AREA OF 144 SQUARE FEET SHALL BE PROVIDED FOR EACH
REPLACEMENT TREE. IF THE PLANNING DIRECTOR DETERMINES IT IS INFEASIBLE OR FOR
REPLACEMENT TREE(S) TO BE ACCOMMODATED ON THE SITE, THEN A PAYMENT MAY BE MADE TO THE
&2817<¶675((,03529(0(17)81'(48,9$/(17727+(35,&,1*67$1'$5'6,17+(&2817<)((
SCHEDULE.
120'60'30'60'0'
Scale: 1"=60'
SITE NOTES:
1.EXISTING SURVEY DATA PROVIDED BY BATEMAN CIVIL SURVEY COMPANY.
2.THESE LOTS ARE LOCATED IN ZONE "X" PER FRIS ON FIRM MAP NUMBER 3720314900K DATED:
08/28/2018 & 3720315900J DATED: 04/03/2006.
3.WETLANDS SHOWN PER SURVEYED FLAGS PLACED BY SOUTHERN ENVIRONMENTAL GROUP, INC. (SEGI)
2/21/2025.
4.$//(/(9$7,2166+2:1+(5(21%$6('219(57,&$/'$780 1$9'µ
5.$//+25,=217$/',67$1&(66+2:1+(5(21%$6('211$'¶ 1656
6.THE LOCATION UTILITIES SHOWN HEREON ARE FROM OBSERVED EVIDENCE OF ABOVE GROUND
APPURTENANCES ONLY. THE SURVEYOR WAS NOT PROVIDED WITH UNDERGROUND PLANS OR
SURFACE GROUND MARKINGS TO DETERMINE THE LOCATION OF SUBTERRANEAN USES.
7.PROPERTY IS SUBJECT TO ANY AND ALL EASEMENTS, RESTRICTIVE COVENANTS, RIGHT OF WAYS OF
RECORD, GOVERNMENTAL ORDINANCES AND/OR REQUIREMENTS WHICH MAY LIMIT THE USE OF THIS
PROPERTY; WHETHER SHOWN OR NOT SHOWN ON THIS SURVEY.
* DEVELOPER IS REQUIRED TO MITIGATE
REMOVAL OF SIGNIFICANT TREES NOT
LOCATED ON SINGLE FAMILY LOTS.
MITIGATION REQUIRED FOR REMOVAL OF
SIGNIFICANT TREES FOR ESSENTIAL SITE
IMPROVEMENTS
QTY SIZE TYPE REPLACEMENT
INCHES
1 36"PINE 72.00
1 30"LOBLOLLY 60.00
1 28"LOBLOLLY 56.00
1 24"LOBLOLLY 48.00
3 18"LONGLEAF 108.00
1 30"MAPLE 60.00
1 26"MAPLE 52.00
3 18"MAPLE 108.00
1 30"OAK 60.00
1 28"OAK 56.00
1 20"OAK 40.00
2 18"OAK 72.00
1 18"MAGNOLIA 36.00
2 10"MAGNOLIA 40.00
2 8"MAGNOLIA 32.00
TOTAL REPLACEMENT INCHES 900
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CLUSTER MAILBOX
(DESIGN BY OTHERS)
2
18" FES
INV: 33.5 18" FES
INV: 32.5
18" RCP
CI#8
RIM: 39.25
INV: 36.0
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HERON COVE DRIVE
PROP. 45' PRIVATE R.O.W.
& PUBLIC U.E.
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W/ 20' X 25' X 24"
RIP-RAP LINED
ENTRANCE
10' M.U.P.
37.4 38.520
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87'
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R35'
MATCH EX. ASPHALT
37.1
CI#5
RIM: 37.25
INV: 34.15
CI#10
RIM: 37.25
INV: 33.2
27.5
WETLAND AREA FLAGGED BY SOUTHERN
ENVIRONMENTAL GROUP
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(TYP)
20' PERIPHERY SETBACK
(TYP)
24" FES
W/6'X10'X12" ED
INV: 33.0
CI#4
RIM: 37.0
INV: 33.9
CI#3
RIM: 37.0
INV: 34.35
41.5
41.0
CI#1
RIM: 37.0
INV: 34.4
CI#2
RIM: 37.0
INV: 34.20
41.65
41.65
(60' PRIVATE R/W)
SIREN ACTIVATED
GATE AT BOUNDARY
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(DESIGN BY OTHERS)
CI#8
RIM: 39.25
INV: 36.0
CI#12
RIM: 40.0
INV: 37.15
CI#13
RIM: 40.25
INV: 37.5
24" RCP
30" RCP
42.0
10' PROP. PEDESTRIAN ACCESS
& UTILITY EASEMENT
30" RCP 42.25
APPROX. LOCATION EX. 8" SEWER MAIN
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HERON COVE DRIVE
PROP. 45' PRIVATE R.O.W.
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CI#17
RIM: 41.25
INV: 35.4CI#16
RIM: 40.25
15" INV. IN: 37.4
INV: 36.15
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REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2025-009
CLIENT INFORMATION:
+HURQ&RYH'HYHORSPHQW//&
PO Box 538
Wrightsville Beach, NC 28480
Ph. 910-399-5688
OF 13
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CDC
CDC
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9/29/2025
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RIGHT OF WAY
ADJOINERS
PROPOSED LOTLINE
EX. EDGE OF PAVEMENT
PROPOSED OPEN SPACE
FLOW DIRECTION
PROPOSED SPOT ELEVATION
LEGEND
SITE DATA
PARCEL ID:R04300-003-025-000,
R04300-003-057-000,
R04300-003-026-010
CURRENT ZONING:R-5 (Z25-06)
PROJECT ADDRESS:6425, 6437 GORDON RD.
& 1927 GORDON ACRES DR.
WILMINGTON, NC 28411
CURRENT OWNER:HERON COVE DEVELOPMENT, LLC
PO BOX 538
WRIGHTSVILLE BEACH, NC 28480
TOTAL ACREAGE IN PROJECT BOUNDARY: 6) $&
MAXIMUM DENSITY:8 D.U./ACRE
(8 X 10.87=87 D.U. ALLOWED)
PROPOSED UNITS:67 LOTS
MAXIMUM BUILDING HEIGHT:40'
REQUIRED PERIMETER SETBACK:20'
TOTAL OPEN SPACE REQUIREMENT: (20% OF SITE AREA)
REQUIRED 10.87 AC. X 20%= 2.17 AC
PROVIDED:3.25 AC
ON-SITE IMPERVIOUS AREAS:
67 LOTS 120,600 S.F. (1,800 S.F. Per Lot)
FUTURE OUTPARCEL 13,200 S.F.
ASPHALT ROAD 53,900 S.F.
CONCRETE SIDEWALK, C&G, ETC. 31,670 S.F.
FUTURE (RECREATION AREA) 8,540 S.F.
TOTAL 227,910 S.F. (48.13%)
PROPOSED SEWER AND WATER DEMAND:
SEWER: (67) 3 BDRM RES. @ 225 GAL/RES. = 15,075 GPD
WATER: (67) 3 BDRM RES. @ 400 GAL/RES. = 26,800 GPD
ESTIMATED TRIP GENERATION (Per Trip Generation Manual):
67 RESIDENTIAL D.U. (ITE CODE 210)
AM PEAK: 47 PM PEAK: 63
120'60'30'60'0'
Scale: 1"=60'
42.0
FIRE & SAFETY NOTES:
1.PARKING AND LANDSCAPING CANNOT BLOCK FIRE HYDRANTS.
2.ALL WEATHER ACCESS ROAD MUST BE MAINTAINED AROUND CONSTRUCTION SITE AT
ALL TIMES.
3.ALL FIRE HYDRANTS MUST BE INSTALLED WITH 5 INCH STORZ QUICK CONNECTS
ON A 4.5 INCH STEAMER IN COMPLIANCE WITH NHC FIRE SERVICE
REQUIREMENTS.
CZD CONDITIONS (Z25-06):
1.THE PROJECT WILL INCLUDE EMERGENCY ONLY ACCESS TO DANIEL BOONE TRAIL.
2.THE PROJECT WILL INCLUDE A MINIMUM OF ONE-CAR GARAGE WITH EACH HOME AND
ABILITY TO PARK TWO CARS IN THE DRIVEWAY OF EACH HOME.
3.THE PROJECT WILL PROVIDE A SIX-FOOT FENCE AT THE REAR OF EACH LOT IN THE
DEVELOPMENT.
4.TWO TREES AT LEAST 2 INCHES IN DIAMETER AT BREAST HEIGHT WILL BE PLANTED ON
EACH LOT, TO BE MAINTAINED BY THE HOA THROUGH A LANDSCAPING EASEMENT ON
EACH LOT. TREE MAINTENANCE AND PRESERVATION WILL BE INCLUDED IN THE
COVENANTS WHICH ARE SUBJECT TO COUNTY REVIEW BEFORE RECORDING OF FINAL
PLAT.
5.THE 18-INCH OAK TREE IN THE MIDDLE OF THE INTERNAL ROAD, AROUND WHICH THE
ROAD HAS BEEN RECONFIGURED, WILL BE PRESERVED ON THE SITE.
6.THERE WILL BE TWO 10-FOOT IN WIDTH BICYCLE AND PEDESTRIAN ACCESS EASEMENTS IN
THIS DEVELOPMENT, CONNECTING DANIEL BOONE TRAIL AND GORDON ACRES DRIVE.
7.A PUBLIC UTILITY EASEMENT MEETING THE MINIMUM STANDARDS OF CFPUA FOR WATER
AND SEWER INFRASTRUCTURE SHALL BE DEDICATED ALONG THE BICYCLE AND
PEDESTRIAN EASEMENT CONNECTION TO GORDON ACRES DRIVE AT THE TIME THE FINAL
PLAT IS RECORDED WITH THE REGISTER OF DEEDS.
8.EXISTING TREES IN THE SITE'S OPEN SPACE THAT DO NOT IMPACT REQUIRED LAND
GRADING OR OTHER IMPROVEMENTS AND FUTURE AMENITIES AS IDENTIFIED IN THE
REQUIRED TREE REMOVAL PERMIT WILL BE PRESERVED.
9.MAINTENANCE OF THE FENCE REQUIRED IN CONDITION #3 ABOVE WILL BE THE
RESPONSIBILITY OF THE PROPERTY OWNER AND INCLUDED IN THE HOMEOWNER'S
ASSOCIATION COVENANTS, TO BE RECORDED WITH THE FINAL PLAT WITH THE NEW
HANOVER COUNTY REGISTER OF DEEDS. THE PLAT WILL NOTE THAT THIS STUDY IS
NON-REGULATORY.
10.THE 2025 NEW HANOVER COUNTY FLOODPLAIN ADVISORY STUDY SHALL BE SHOWN ON
THE FINAL PLAT FOR THIS DEVELOPMENT, NOTING ON LOTS 7 & 59 THE FLOOD RISK AS
PART OF THAT STUDY, AND SHALL BE RECORDED WITH THE FINAL PLAN WITH THE NEW
HANOVER COUNTY REGISTER OF DEEDS. THE PLAT WILL NOTE THAT THIS STUDY IS
NON-REGULATORY.
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER COUNTY UNIFIED
DEVELOPMENT ORDINANCE
2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER COUNTY REGULATIONS.
3. RUNOFF FROM ALL IMPERVIOUS SURFACES TO BE DIRECTED TO STORMWATER FACILITY
4. MIN. 10' SEPARATION BETWEEN BUILDINGS REQUIRED FOR PERFORMANCE RESIDENTIAL.
5. PROPOSED STREET TO MEET NEW HANOVER COUNTY SUBDIVISION ORDINANCE MINIMUM
STANDARDS FOR PRIVATE STREETS.
6. DEVELOPER IS RESPONSIBLE FOR STREET SIGN AND STREET LIGHTING INSTALLATION IN
ACCORDANCE WITH NEW HANOVER COUNTY SUBDIVISION ORDINANCE.
7. ALL OPEN SPACES, COMMON AREAS, PRIVATE ROW'S, EASEMENTS, AND DRAINAGE POND AREAS TO
BE MAINTAINED BY THE DEVELOPER UNTIL THEY'RE TURNED OVER TO THE HOME OWNERS
ASSOCIATION.
8.DEVELOPER TO PROVIDE MAILBOX KIOSK AND PAD IN OPEN SPACE AREA.
9.DEVELOPER TO PROVIDE ONE FRONT YARD AND ONE BACKYARD TREE FOR EACH LOT AND
PROTECTED PER DEED RESTRICTIONS. A 5' FRONT AND REAR LANDSCAPE EASEMENT TO BE
PROVIDED ON EACH LOT FOR THIS PROVISION.
UTILITY NOTES:
1.EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO
THE SITE FROM CAPE FEAR PUBLIC UTILITY AUTHORITY PUBLIC MAINS.
2.ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS &
TELEPHONE SHALL BE INSTALLED UNDERGROUND.
3.ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL
SPECIFICATIONS & STANDARDS.
4.PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL
REQUIREMENTS. WATER METER(S) CANNOT BE RELEASED UNTIL ALL
REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL.".
CALL 332-6558 FOR INFORMATION.
5.ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE
ON THE LIST OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
6.IF 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.WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE
MARKED WITH NO. 10 INSULATED, SINGLE-STRAND COPPER WIRE INSTALLED &
STRAPPED TO THE PIPES WITH DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL
VALVES AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
8.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS
REQUIRED AT MANHOLES LOCATED IN TRAFFIC AREAS.
9.SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY
LINE. SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR OR MUST
ORIGINATE IN MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE.
10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS
50 D.I.P. WITH PROTECTO 401 CERAMIC EPOXY LINING.
11.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS
AND AS SHOWN FOR NEW DEVELOPMENTS.
12.NO FLEXIBLE COUPLINGS SHALL BE USED.
13.ALL STAINLESS STEEL FASTENERS SHALL BE 316.
14.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF
EXISTING UTILITIES DURING CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949.
CONTRACTOR IS RESPONSIBLE FOR THE REPAIR AND REPLACEMENT OF ANY
UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT MAY BE BE DAMAGED DURING
CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT LEAST THE QUALITY
OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
14.SHOULD ADDITIONAL SERVICES BE LOCATED DURING CONSTRUCTION, THEY MUST
EITHER BE UTILIZED OR ABANDONED.
40
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(DESIGN BY OTHERS)
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HERON COVE DRIVE
PROP. 45' PRIVATE R.O.W.
& PUBLIC U.E.
SSMH #2B
SSMH #1B
8" SS MAIN
8"
S
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10' M.U.P.
27.5
WETLAND AREA FLAGGED BY SOUTHERN
ENVIRONMENTAL GROUP
8" SS MAINSSMH #2A
43
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8" SS MAIN
SSMH #1C
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CLUSTER MAILBOX
(DESIGN BY OTHERS)
APPROX. LOCATION EX. 8" SEWER MAIN
TIE TO EX. 6" WATER
MAIN
(1) 6" CUT-IN TEE
(1) 6" X 8" INCREASER
(1) 8" G.V.
(1) 8" TEE
(2) 8" G.V.
8" C-900 PVC W. MAIN
(36" MIN. BURY)
NC G
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HERON COVE DRIVE
PROP. 45' PRIVATE R.O.W.
& PUBLIC U.E.
4343
43 43
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42 42 42
43 43
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SSMH #1C
C-2
3
1" = 60'
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2025-009
CLIENT INFORMATION:
+HURQ&RYH'HYHORSPHQW//&
PO Box 538
Wrightsville Beach, NC 28480
Ph. 910-399-5688
OF 13
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9/29/2025
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PROPERTY LINE
RIGHT OF WAY
ADJOINERS
PROPOSED LOTLINE
EX. EOP
PROP. EASEMENT
CENTER LINE
WATERLINE
SANITARY SEWER LINE
FIRE HYDRANT ASSY
SAMPLING STATION
GATE VALVE
LEGEND
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SITE DATA
PARCEL ID:R04300-003-025-000,
R04300-003-057-000,
R04300-003-026-010
CURRENT ZONING:R-5 (Z25-06)
PROJECT ADDRESS:6425, 6437 GORDON RD.
& 1927 GORDON ACRES DR.
WILMINGTON, NC 28411
CURRENT OWNER:HERON COVE DEVELOPMENT, LLC
PO BOX 538
WRIGHTSVILLE BEACH, NC 28480
TOTAL ACREAGE IN PROJECT BOUNDARY: 6) $&
MAXIMUM DENSITY:8 D.U./ACRE
(8 X 10.87=87 D.U. ALLOWED)
PROPOSED UNITS:67 LOTS
PROPOSED SEWER AND WATER DEMAND:
SEWER: (67) 3 BDRM RES. @ 225 GAL/RES. = 15,075 GPD
WATER: (67) 3 BDRM RES. @ 400 GAL/RES. = 26,800 GPD
120'60'30'60'0'
Scale: 1"=60'
UTILITY NOTES:
1.EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE
FROM CAPE FEAR PUBLIC UTILITY AUTHORITY PUBLIC MAINS.
2.ALL PROPOSED UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS & TELEPHONE SHALL BE
INSTALLED UNDERGROUND.
3.ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA TECHNICAL SPECIFICATIONS &
STANDARDS.
4.PROJECT SHALL COMPLY WITH CFPUA CROSS CONNECTION CONTROL REQUIREMENTS. WATER
METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS
ISSUED THEIR "FINAL APPROVAL.". CALL 332-6558 FOR INFORMATION.
5.ANY BACKFLOW PREVENTION DEVICES REQUIRED BY THE CFPUA WILL NEED TO BE ON THE LIST
OF APPROVED DEVICES BY USCFCCCHR OR ASSE.
6.IF 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.WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH
NO. 10 INSULATED, SINGLE-STRAND COPPER WIRE INSTALLED & STRAPPED TO THE PIPES WITH
DUCT TAPE. THIS IS TO BE ACCESSIBLE IN ALL VALVES AND METER BOXES TO AID IN FUTURE
LOCATION OF FACILITIES.
8.SEWER GUARDS REQUIRED AT ALL MANHOLES. STAINLESS STEEL SEWER GUARDS REQUIRED AT
MANHOLES LOCATED IN TRAFFIC AREAS.
9.SERVICES SHALL BE PERPENDICULAR TO MAIN AND TERMINATE AT RIGHT-OF-WAY LINE.
SERVICES IN CUL-DE-SACS ARE REQUIRED TO BE PERPENDICULAR OR MUST ORIGINATE IN
MANHOLE AND TERMINATE AT RIGHT-OF-WAY LINE.
10. ALL SERVICES TYING INTO DUCTILE IRON MAINS SHALL BE CONSTRUCTED OF CLASS 50 D.I.P.
WITH PROTECTO 401 CERAMIC EPOXY LINING.
11.MINIMUM 10' UTILITIES EASEMENT PROVIDED ALONG THE FRONTAGE OF ALL LOTS AND AS
SHOWN FOR NEW DEVELOPMENTS.
12.NO FLEXIBLE COUPLINGS SHALL BE USED.
13.ALL STAINLESS STEEL FASTENERS SHALL BE 316.
14.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF EXISTING UTILITIES
DURING CONSTRUCTION. CALL NC811 AT 811 OR 1-800-632-4949. CONTRACTOR IS RESPONSIBLE
FOR THE REPAIR AND REPLACEMENT OF ANY UTILITIES, CURB & GUTTER, PAVEMENT, ETC. THAT
MAY BE BE DAMAGED DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT
LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
14.SHOULD ADDITIONAL SERVICES BE LOCATED DURING CONSTRUCTION, THEY MUST EITHER BE
UTILIZED OR ABANDONED.
C-6
7
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NTS
REVISIONS
PROJECT NUMBER:
DRAWING NUMBER:
CHECKED:
APPROVED:
DRAWN:
DATE:
SCALE:
SHEET SIZE:
CLIENT INFORMATION:
VICINITY MAP (NOT TO SCALE):
2025-009
CLIENT INFORMATION:
+HURQ&RYH'HYHORSPHQW//&
PO Box 538
Wrightsville Beach, NC 28480
Ph. 910-399-5688
OF 13
JAE
CDC
CDC
24x36
9/29/2025
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12"
6.
5
"
8" ABC
STONE BASE
7"
24"
12"
11
"
NTS
VALLEY CURB DETAIL
NOTES:
1. EXPANSION JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT
STANDARDS
2. 50' MAX EXPANSION JOINT SPACING, 10' MAX CONTRACTION JOINT
SPACING
3. MINIMUM INSTALLATION LENGTH IS 5 FT.
4. CONCRETE TO BE 3000 PSI MIN
SITE WORK NOTES:
1.THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH EXISTING CONDITIONS BOTH ON AND ADJACENT TO THE SITE.
2.CLEARING: CONTRACTOR SHALL REMOVE ALL TREES AND VEGETATION WITHIN LIMITS OF CONSTRUCTION UNLESS OTHERWISE DESIGNATED TO REMAIN.
3.GRUBBING AND STRIPPING: CONTRACTOR SHALL RAKE AND REMOVE ROOTS, STUMPS, VEGETATION, DEBRIS, EXISTING STRUCTURES ABOVE AND BELOW
GRADE, ORGANIC MATERIAL OR ANY OTHER UNSUITABLE MATERIAL WITHIN LIMITS OF CONSTRUCTION.
4.MUCKING: CONTRACTOR SHALL COORDINATE WITH OWNER AND THEIR GEOTECHNICAL REPRESENTATIVE TO COORDINATE REMOVAL OF ANY SOFT AREAS.
5.DISPOSAL: CLEARED, GRUBBED, STRIPPED OR OTHER WASTE MATERIAL SHALL BE REMOVED FROM SITE AND DISPOSED OF IN A PROPERLY PERMITTED
FACILITY.
6.FILL AND COMPACTION SHOULD COMPLY WITH GEOTECHNICAL RECOMMENDATIONS.
7.THE CONTRACTOR SHALL NOTE THAT THE GRADING PLAN MAY NOT REPRESENT A BALANCED EARTHWORK CONDITION. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR CUT AND FILL QUANTITIES AND COMPLETE INSTALLATION TO SPECIFIED GRADES.
8.THE CONTRACTOR SHALL FURNISH SUITABLE BORROW MATERIAL FROM AN OFF-SITE PROPERLY PERMITTED FACILITY AS REQUIRED.
9.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO
DETERMINE THE EXACT ELEVATIONS AND LOCATIONS OF ALL EXISTING UTILITIES AT ALL CROSSINGS PRIOR TO COMMENCING TRENCH EXCAVATION. IF
ACTUAL CLEARANCES ARE LESS THAN INDICATED ON PLAN, THE CONTRACTOR SHALL CONTACT THE DESIGN ENGINEER BEFORE PROCEEDING WITH
CONSTRUCTION. ANY CONDITION DISCOVERED OR EXISTING THAT WOULD NECESSITATE A MODIFICATION OF THESE PLANS SHALL BE BROUGHT TO THE
ATTENTION OF THE DESIGN ENGINEER BEFORE PROCEEDING WITH CONSTRUCTION.
10.NO CONSTRUCTION IS TO BEGIN BEFORE LOCATION OF EXISTING UTILITIES HAS BEEN DETERMINED. CALL "NC ONE-CALL" AT LEAST 48 HOURS BEFORE
COMMENCING CONSTRUCTION.
11.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES DURING CONSTRUCTION. BEFORE COMMENCING ANY
EXCAVATIONS IN OR ALONG ROADWAYS OR RIGHT-OF-WAYS, PUBLIC AREAS OR IN PRIVATE EASEMENTS, THE CONTRACTOR SHALL NOTIFY ALL APPROPRIATE
PERSONNEL OF THEIR INTENT TO EXCAVATE, IN WRITING, NOT LESS THAN 10 DAYS PRIOR TO EXCAVATING.
12.THE CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE DISCONNECTION/ RECONNECTION AND/OR THE RELOCATION OF ALL EXISTING UTILITIES WITH
APPROPRIATE PERSONNEL.
13.CONTRACTOR SHALL ADJUST ALL MANHOLES, VALVE & CURB BOXES TO FINAL GRADE UPON COMPLETION OF ALL CONSTRUCTION. ANY BOXES DAMAGED OR
OTHERWISE DISTURBED BY THE CONTRACTOR SHALL BE REPAIRED AT THE EXPENSE OF THE CONTRACTOR.
14.THE CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS AT THE SITE. FURTHERMORE THE CONTRACTOR SHALL REPORT ALL DISCREPANCIES OR QUESTIONS
TO THE ENGINEER PRIOR TO INSTALLATION.
15.THE CONTRACTOR SHALL PROVIDE ANY AND ALL LAYOUT REQUIRED TO CONSTRUCT HIS WORK UNLESS OTHERWISE DIRECTED BY OWNER.
16.ALL SERVICE CONNECTIONS SHALL BE INSTALLED TO MEET ALL LOCAL, STATE, AND CFPUA CODES. METERS, TAPS, MATERIALS, WORKMANSHIP AND ALL FEES
SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND SHALL COMPLY WITH ALL REQUIREMENTS.
17.ALL BACKFILL FROM UTILITY INSTALLATION MUST BE COMPACTED OR AMENDED TO PROVIDE TRAFFIC BEARING CAPACITY. GEOTECHNICAL ENGINEER TO BE
CONSULTED AT CONTRACTORS COST AS NECESSARY.
18.ALL AREAS SHALL BE GRADED FOR POSITIVE DRAINAGE. CONTRACTOR SHALL REPORT ANY DISCREPANCIES TO THE ENGINEER PRIOR TO INSTALLATION. ALL
AREAS SHALL BE SLOPED TO DRAIN AWAY FROM BUILDINGS AT ALL TIMES.
19.CONCRETE FOR WALKS, CURBS AND DRIVES SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI @ 28 DAYS - AIR ENTRAINED.
20.FIELD TESTING SHALL BE DONE BY AN INDEPENDENT TESTING LABORATORY PAID FOR BY THE OWNER. FURTHER TESTING REQUIRED DUE TO A FAILED TEST
WILL BE PAID FOR BY THE CONTRACTOR.
21.ALL SIDEWALKS SHALL BE FREE OF CRACKS, BREAKS, OR ANY OTHER DEFECT PRIOR TO RECEIVING A CERTIFICATE OF OCCUPANCY.
30'
FILLED EXPANSION JOINT FILLED EXPANSION JOINT
5'
SECTION A-A
5'
A A
CONTROL JOINT
FILLED EXPANSION JOINT
4"
1/2"
SECTION B-B
SCORE
1/4"1"
B B
NOTES :
1.JOINT MATERIAL TO COMPLY WITH CURRENT NCDOT STANDARDS.
2.SANITARY SEWER CLEAN-OUTS, WATER METERS, MANHOLES, AND VALVE LIDS TO BE LOCATED
OUTSIDE SIDEWALK WHERE FEASIBLE.
3.MINIMUM SIDEWALK WIDTH TO BE 6' MINIMUM IF PLACED AT BACK OF CURB.
4.CONCRETE FOR ALL SIDEWALKS (EXCEPT ANY PORTION CONTAIN WITHIN A DRIVEWAY APRON)
SHALL BE CLASS "A" - 3,000 PSI.
5.MINIMUM REPLACEMENT FOR REPAIRS IS A 5' X 5' PANEL
6.4" STONE BASE MAY BE REQUIRED FOR POOR SOIL CONDITIONS
7.MINIMUM DEPTH FOR TUNNELING BELOW SIDEWALK IS 12"
8.MAX ADJACENT GROUND SLOPE WITHOUT RAILING IS 2:1
9.MIN GRADE FOR PROPER DRAINAGE IS 1% IN AT LEAST 1 DIRECTION. MAX CROSS SLOPE IS 2%.
MAX LONGITUDINAL SLOPE IS 8.3%, 10% IF LIMITED BY EXISTING CONDITIONS, OR NO GREATER
THAN THE SLOPE OF THE EXISTING ADJACENT ROAD.
STANDARD SIDEWALK DETAIL
NTS
EXISTING GORDON ROAD
PROPOSED ROAD GRADE
2% MIN SLOPE
6' MIN
ROAD TIE-IN GRADING SECTION
NTS
PROPOSED STREET
PROPOSED
LOT
BACK OF CURB
NTS
PROPOSED TYPICAL LOT GRADING
('*(2)
PAVEMENT
APPROXIMATE
HOUSE FOOTPRINT
MIN PAD: B.O.C. +1.0'
0.
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%
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ORANGE SAFETY FENCE
OR ORANGE SILT FENCE
(TYPICAL)
CRZ
NOTES:
1.PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY MARK THE TREES
AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER SHALL BE MAINTAINED UNTIL
CONSTRUCTION IS COMPLETE.
2.CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH).
3.IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR LOGGING MATTS SHALL
BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION IN THIS ZONE.
4.WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN TO AVOID
DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCH AS A REINFORCED SIDEWALK,
SHALL BE IMPLEMENTED AS NECESSARY.
5.FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASE OF THE TRUNK IS
PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLE SHALL BE ALLOWED TO PARK UNDER
TREES. NO MATERIALS OR EQUIPMENT SHALL BE STORED BENEATH TREES. DAMAGING THE BARK WITH
LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED. CONTRACTOR SHALL
REPAIR DAMAGE TO TREES.
6.THE CRITICAL ROOT ZONE (CRZ) OF A TREE IS WHERE THE MAJORITY OF A TREE'S ROOTS LAY. 85% OF
MOST TREE ROOTS ARE FOUND IN THE TOP 24" OF THE SOIL AND SUPPLY THE MAJORITY OF NUTRIENTS
AND WATER. GENERALLY, ROOTS SPREAD OUT 2-3X THE HEIGHT OF THE TREE.
7.CROWN OF THE TREE IS NEEDED FOR LEAF GROWTH TO PRODUCE OXYGEN, FILTER THE AIR, REDUCE
WIND AND SOFTEN NOISE. DO NOT DISFIGURE CROWN WITH INTENSIVE PRUNING.
8. THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE DURATION OF THE PROJECT
WITHOUT APPROVAL FROM URBAN FORESTRY STAFF.
9. WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS TO BE 3" HIGH,
MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.
10. SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OF LINEAR TREE
PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE PROTECTION AREAS LESS THAN 100' IN
PERIMETER, PROVIDE NO LESS THAN TWO SIGNS PER PROTECTION AREA.
11. ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTION FENCE AND
SIGNS THROUGHOUT DURATION OF PROJECT.
12. TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION.
3' MIN
DBH
STEEL POST
FRONT VIEW
SIDE VIEW
40"
WARNING SIGN DETAIL
18"
VARIABLE AS DIRECTED BY THE ENGINEER
8' MAX.
GRADE
TREE PROTECTION AREA
DO NOT ENTER
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
ORANGE, UV RESISTANT
HIGH - TENSILE STRENGTH
POLY BARRICADE FABRIC (TYPICAL)
WARNING SIGN
PLASTIC OR
WIRE TIES
WARNING SIGN
ZONA PROTECTORA PARA
LOS ARBOLES
PROHIBIDO ENTRAR
TREE PROTECTION AREA
DO NOT ENTER
ZONA PROTECTORA PARA
LOS ARBOLES
PROHIBIDO ENTRAR
TREE PROTECTION DETAIL
NOT TO SCALE
WHEEL STOP DETAIL
NTS
1. CONTRACTOR SHALL INSTALL PER CITY OF WILMINGTON TECHNICAL STANDARD PER SD 15-13
NOTE:
WIDTH x LENGTH x HEIGHT
1/2"1/2"6'-11"
FRONT VIEW
+2/(6
1/2"
END VIEW
4"
4.5"
1/2"8"
9" x 7'-0" x 4"
4000 PSI @
4 - #4 REBAR
28 DAYS
CONCRETE:
REINFORCING:
PLAN VIEW
12"
7'
12"
2. CONTRACTOR SHALL INSTALL WHEEL STOP 2.5' FROM SIDEWALK.
ASPHALT
2" SF9.5B
8" ABCCURB
24" VALLEY LC
20'
45' PRIVATE RIGHT OF WAY & PUBLIC UTILITY EASEMENT
R.
O
.
W
.
R.
O
.
W
.
<-- 2.0%<-- 2.0% MAX
5' SIDEWALK
PROPOSED STREET SECTION
N.T.S.
2.0% -->
5' SIDEWALK
2.0% -->
ASPHALT
2" SF9.5B
8" ABCCURB
24" VALLEY LC
12'
63' PRIVATE RIGHT OF WAY & PUBLIC UTILITY EASEMENT
R.
O
.
W
.
<-- 2.0%<-- 2.0% MAX
5' SIDEWALK
PROPOSED MEDIAN SECTION
N.T.S.
2.0% -->
5' SIDEWALK
2.0% -->
24" C.& G.
GRASSED MEDIAN
16' 12'