River Breeze_Site Plan_7.7.201770
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MARSH LINE/MARSH LINE/
PROPERTY LINEPROPERTY LINE
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70
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MARSH LINE/MARSH LINE/
PROPERTY LINEPROPERTY LINE
MARSH LINE/MARSH LINE/
PROPERTY LINEPROPERTY LINE
ZONED I-2ZONED I-2
N/FN/F
CORBETT PACKAGE CO.CORBETT PACKAGE CO.
BOOK 2235 PAGE 0317BOOK 2235 PAGE 0317
R04100-001-003-000R04100-001-003-000
75'75'
75
'
75
'
CODCOD
SETBAC
K
SETBAC
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COD SETBACKCOD SETBACK
COD SETBACKCOD SETBACK
7
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100-YEAR FLOOD100-YEAR FLOOD
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1200 SF1200 SF
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2525
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CORBETT PACKAGE CO.CORBETT PACKAGE CO.
BOOK 2235 PAGE 0317BOOK 2235 PAGE 0317
R04100-001-002-000R04100-001-002-000
20' DRAINAGE EASEMENT20' DRAINAGE EASEMENT
20' DRAINAGE20' DRAINAGE
EASEMENTEASEMENT
FHFH
FHFH
FHFH
FHFH
FHFH
FHFH
FHFH
FHFH
FDCFDC
FHFH
FHFH
BOBO
BOBO
BOBO
20' DRAINAGE EASEMENT20' DRAINAGE EASEMENT
20' DRAINAGE EASEMENT20' DRAINAGE EASEMENT
CULVERTCULVERT
MHMH
MHMH
MHMH
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MHMH
MHMH
MHMH
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MHMH
MHMH
MHMH
MHMH
MHMH
MHMH
MHMH
MHMH
MHMH
MHMH
MHMH
MHMH
MHMH
MHMH
8"
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A
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A
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A
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FMFMFMFM
F
M
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12"12"
12"12"
6"6"12"12"
RIBBON CURBRIBBON CURB
AGGREGATE BASE COURSEAGGREGATE BASE COURSE
NOT TO SCALENOT TO SCALE
ASPHALT ROADASPHALT ROAD
12 x 1212 x 12
CONCRETECONCRETE
CURBCURB
REVISIONSREVISIONS
##
JOB NUMBERJOB NUMBERSHEET NUMBERSHEET NUMBER
FILE NAME :FILE NAME :
APPROVED :APPROVED :
CHECK :CHECK :
DRAWN :DRAWN :
DESIGN :DESIGN :
PROJECTPROJECT
NUMBER :NUMBER :
SCALE :SCALE :
DATE :DATE :
REV.REV.DESCRIPTIONDESCRIPTION
LEGEND:LEGEND:
DATEDATE
REV.BYREV.BY
420-01420-01SUB-1SUB-1
River BreezeRiver Breeze
Cape Fear River Cape Fear River
New Hanover CountyNew Hanover County
SUBDIVISION PLANSUBDIVISION PLAN
WITH UTILITIESWITH UTILITIES
A. DzinbalA. Dzinbal
F. BraxtonF. Braxton
F. BraxtonF. Braxton
F. BraxtonF. Braxton
420-01420-01
1"=100'1"=100'
19 MAY 201719 MAY 2017
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PRELIMINARY DESIGNPRELIMINARY DESIGN
NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
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DIVI
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PRELIMINARY DESIGNPRELIMINARY DESIGN
NOT FOR CONSTRUCTIONNOT FOR CONSTRUCTION
coco
ROWROW
CURB INLETCURB INLET
FLARED END SECTIONFLARED END SECTION
JUNCTION BOXJUNCTION BOX
GATE VALVEGATE VALVE
TEE AND CROSSTEE AND CROSS
FIRE HYDRANT ASSEMBLYFIRE HYDRANT ASSEMBLY
APPROX. WETLAND LOCATIONAPPROX. WETLAND LOCATION
SETBACK LINE/UTILITYSETBACK LINE/UTILITY
EASEMENTEASEMENT
WATER LINEWATER LINE
FORCEMAINFORCEMAIN
SEWER SERVICESEWER SERVICE
SANITARY SEWER MANHOLESANITARY SEWER MANHOLE
RIGHT OF WAYRIGHT OF WAY
FOREST LINEFOREST LINE
SS
FHFH
CICI
JBJB
FESFES
FMFM
5'5'
5'5'
20'20'
20'20'
TYPICAL LOTTYPICAL LOT
W/ SETBACKSW/ SETBACKS
(NOT TO SCALE)(NOT TO SCALE)
PROPOSED BOARDWALK-PROPOSED BOARDWALK-
1690 FT TO 6 AC. ISLAND AND FUTURE1690 FT TO 6 AC. ISLAND AND FUTURE
COMMUNITY BOATING FACILITYCOMMUNITY BOATING FACILITY
MARSH LINE TABLEMARSH LINE TABLE
LINELINEDIRECTIONDIRECTIONDISTANCEDISTANCE
L7L7S55°56'35"WS55°56'35"W192.95'192.95'
L8L8S40°48'35"WS40°48'35"W16.30'16.30'
L9L9S86°41'16"WS86°41'16"W22.27'22.27'
L10L10S85°01'56"WS85°01'56"W89.61'89.61'
L11L11S53°56'28"WS53°56'28"W45.80'45.80'
L12L12S63°20'28"WS63°20'28"W45.32'45.32'
L13L13N51°46'32"WN51°46'32"W14.49'14.49'
L14L14S53°02'08"WS53°02'08"W36.95'36.95'
L15L15S72°28'26"WS72°28'26"W71.93'71.93'
L16L16N61°14'20"WN61°14'20"W86.46'86.46'
L17L17N65°03'16"WN65°03'16"W62.21'62.21'
L18L18N64°42'56"WN64°42'56"W73.03'73.03'
L19L19N85°20'54"WN85°20'54"W78.94'78.94'
L20L20S76°08'02"WS76°08'02"W57.14'57.14'
L21L21S64°44'30"WS64°44'30"W40.02'40.02'
L22L22S81°10'25"WS81°10'25"W30.59'30.59'
L23L23S22°04'11"WS22°04'11"W43.18'43.18'
L24L24S66°16'57"WS66°16'57"W30.82'30.82'
L25L25N35°04'32"WN35°04'32"W11.92'11.92'
L26L26S59°08'49"WS59°08'49"W45.52'45.52'
L27L27S41°36'06"WS41°36'06"W30.93'30.93'
L28L28S25°55'46"WS25°55'46"W40.57'40.57'
L29L29S45°01'24"WS45°01'24"W58.90'58.90'
L30L30S40°40'37"WS40°40'37"W28.56'28.56'
L31L31N61°22'18"WN61°22'18"W20.29'20.29'
L32L32S60°16'00"WS60°16'00"W14.94'14.94'
L33L33S10°00'51"WS10°00'51"W45.58'45.58'
L34L34S19°26'04"ES19°26'04"E13.56'13.56'
L35L35S87°13'14"WS87°13'14"W72.55'72.55'
L36L36S32°11'49"WS32°11'49"W36.88'36.88'
L37L37S23°16'28"WS23°16'28"W38.03'38.03'
L38L38S51°44'13"WS51°44'13"W52.68'52.68'
L39L39S69°14'18"WS69°14'18"W53.03'53.03'
L40L40S78°15'45"WS78°15'45"W35.26'35.26'
L41L41S75°33'28"WS75°33'28"W45.79'45.79'
L42L42S60°57'50"WS60°57'50"W39.78'39.78'
L43L43S58°11'55"WS58°11'55"W33.12'33.12'
L44L44S41°14'47"WS41°14'47"W34.39'34.39'
L45L45S59°28'28"WS59°28'28"W46.01'46.01'
L46L46S78°48'42"WS78°48'42"W19.46'19.46'
L47L47S69°37'11"WS69°37'11"W59.69'59.69'
L48L48N61°05'02"WN61°05'02"W40.46'40.46'
L49L49S80°03'19"WS80°03'19"W6.77'6.77'
L50L50N05°45'09"WN05°45'09"W23.34'23.34'
L51L51N07°51'25"WN07°51'25"W46.64'46.64'
L52L52N10°55'42"WN10°55'42"W60.40'60.40'
L53L53N21°42'41"WN21°42'41"W32.74'32.74'
L54L54N11°27'30"WN11°27'30"W90.41'90.41'
L55L55N13°16'30"EN13°16'30"E203.22'203.22'
L56L56N24°13'17"EN24°13'17"E163.43'163.43'
L57L57N32°42'12"EN32°42'12"E86.13'86.13'
L58L58N10°25'31"EN10°25'31"E190.94'190.94'
L59L59N15°15'06"EN15°15'06"E49.17'49.17'
L60L60N12°35'48"EN12°35'48"E52.11'52.11'
L61L61N26°00'52"EN26°00'52"E42.27'42.27'
L62L62N42°27'19"EN42°27'19"E69.70'69.70'
L63L63S88°44'26"ES88°44'26"E40.84'40.84'
L64L64N16°48'07"EN16°48'07"E49.53'49.53'
L65L65N34°39'00"EN34°39'00"E44.82'44.82'
L66L66S85°40'23"ES85°40'23"E42.73'42.73'
L67L67N08°47'50"EN08°47'50"E44.81'44.81'
L68L68N28°35'03"EN28°35'03"E99.27'99.27'
L69L69N02°46'58"WN02°46'58"W80.81'80.81'
L70L70N00°18'37"EN00°18'37"E112.06'112.06'
L71L71N41°20'31"EN41°20'31"E52.22'52.22'
L72L72N20°22'17"EN20°22'17"E26.73'26.73'
L73L73N52°00'27"EN52°00'27"E35.10'35.10'
L74L74N77°42'18"EN77°42'18"E47.83'47.83'
L75L75S72°54'38"ES72°54'38"E46.48'46.48'
L76L76N41°00'13"EN41°00'13"E140.88'140.88'
L77L77N25°38'48"EN25°38'48"E102.40'102.40'
L78L78N36°59'46"EN36°59'46"E49.64'49.64'
20'20'
15'15'
20'20'
5'5'
TYPICAL CORNER LOTTYPICAL CORNER LOT
ISLAND ACCESS BOARDWALK ANDISLAND ACCESS BOARDWALK AND
ISLAND DEVELOPMENT ARE SUBJECT TOISLAND DEVELOPMENT ARE SUBJECT TO
FUTURE SUBMITTALS AND CAMA PERMITS.FUTURE SUBMITTALS AND CAMA PERMITS.
SITE NOTES:SITE NOTES:
1. WETLANDS SHOWN ARE PRELIMINARY AND SUBJECT TO1. WETLANDS SHOWN ARE PRELIMINARY AND SUBJECT TO
CHANGE WITH USCOE REVIEW. CHANGE WITH USCOE REVIEW.
2. WATER SYSTEM SHALL TIE TO THE CFPUA'S2. WATER SYSTEM SHALL TIE TO THE CFPUA'S
PUBLIC WATER SYSTEM PUBLIC WATER SYSTEM
3. SEWER SYSTEM SHALL PUBLIC AND APPROVED BY CFPUA.3. SEWER SYSTEM SHALL PUBLIC AND APPROVED BY CFPUA.
4. ALL HOMES SHALL BE BUILT TO MINIMUM OR4. ALL HOMES SHALL BE BUILT TO MINIMUM OR
HIGHER BASE FLOOD ELEVATION. HIGHER BASE FLOOD ELEVATION.
5. TOPOGRAPHY PROVIDED BY NEW HANOVER CO GIS.5. TOPOGRAPHY PROVIDED BY NEW HANOVER CO GIS.
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THIS PROPERTY IS BEING REZONEDTHIS PROPERTY IS BEING REZONED
FROM I-2 TO R-15FROM I-2 TO R-15
NOTES:NOTES:
1. THIS PROPERTY BOUNDARY IS A PRELIMINARY1. THIS PROPERTY BOUNDARY IS A PRELIMINARY
BOUNDARY PROVIDED BY MICHAEL UNDERWOOD ANDBOUNDARY PROVIDED BY MICHAEL UNDERWOOD AND
ASSOCIATES.ASSOCIATES.
2. ADJACENT PROPERTY INFORMATION WAS GATHERED2. ADJACENT PROPERTY INFORMATION WAS GATHERED
FROM THE NEW HANOVER COUNTY GIS WEBSITE.FROM THE NEW HANOVER COUNTY GIS WEBSITE.
3. THIS PROPERTY IS LOCATED WITHIN THE CAPE FEAR3. THIS PROPERTY IS LOCATED WITHIN THE CAPE FEAR
TOWNSHIP OF NEW HANOVER COUNTY, NORTH CAROLINA.TOWNSHIP OF NEW HANOVER COUNTY, NORTH CAROLINA.
ZONED I-2ZONED I-2
22' EOP22' EOP
50' ROW50' ROW
37'37'
R25' ROWR25' ROW
R35' EOPR35' EOP
R62' ROWR62' ROW
R48' EOPR48' EOP
OFFSETOFFSET
NOT TO SCALENOT TO SCALE
TYPICAL CUL-DE-SACTYPICAL CUL-DE-SAC
NOT TO SCALENOT TO SCALE
R=
3
5
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R=
3
5
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=
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2
'
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R=
4
9
'
R=
4
9
'
10' UTILITY EASEMENT10' UTILITY EASEMENT
(TYP.)(TYP.)
50'50'
R/WR/W
60'60'
R/WR/W
R=
4
8
'
R=
4
8
'
RIBBONRIBBON
CURBCURB
RIBBONRIBBON
CURBCURB
NOTE: INCLUDED IN THE GRADING FOR A STREET IS THE PROPERNOTE: INCLUDED IN THE GRADING FOR A STREET IS THE PROPER
PROTECTION OF FILLS & CUTS BEYOND THE R-O-WPROTECTION OF FILLS & CUTS BEYOND THE R-O-W
CUT SECTION SLOPE 1 1/2:1CUT SECTION SLOPE 1 1/2:1
FILL SECTION SLOPE 2:1FILL SECTION SLOPE 2:1
10'10'11'11'11'11'10'10'
2" ASPHALT2" ASPHALT
6" MARL BASE (Min), CONTINUOUS6" MARL BASE (Min), CONTINUOUS
CROWN SD 1-03CROWN SD 1-03
1'1'
NOT TO SCALENOT TO SCALE
STREET SECTIONSTREET SECTION
5'5'
SIDEWALKSIDEWALKSWALESWALESWALESWALE
12" x 12" POURED RIBBON CURB12" x 12" POURED RIBBON CURB
1'1'
SIDEWALK ONLY ONSIDEWALK ONLY ON
UP-GRADE SIDE OF ROADUP-GRADE SIDE OF ROAD
3'3'3'3'
Coastal Land Design,Coastal Land Design,PLLCPLLC
Civil Engineering / Landscape ArchitectureCivil Engineering / Landscape Architecture
Land Planning / Construction ManagementLand Planning / Construction Management
P.O.Box 1172P.O.Box 1172
Wilmington, NC 28402Wilmington, NC 28402
Phone: 910-254-9333Phone: 910-254-9333
Fax: 910-254-0502Fax: 910-254-0502
NCBELS Firm License No: P-0369NCBELS Firm License No: P-0369
www.cldeng.comwww.cldeng.com
10010000100100200200
NORTHNORTH
SCALE 1:100 (WHEN PRINTED ON 24 X 36 ARCH D PAPER)SCALE 1:100 (WHEN PRINTED ON 24 X 36 ARCH D PAPER)
DEVELOPERDEVELOPER
L & W InvestmentsL & W Investments
9827 Gogdill Road Suite 19827 Gogdill Road Suite 1
Knoxville, TN 37932Knoxville, TN 37932
865-777-1170865-777-1170
EXTEND ROW FOR FUTUREEXTEND ROW FOR FUTURE
DEVELOPMENTDEVELOPMENT
20' FOR REAR PERIMETER LOTS 20' FOR REAR PERIMETER LOTS
15' MIN. FOR ALL INTERIOR15' MIN. FOR ALL INTERIOR**
****
STORMWATERSTORMWATERPONDPOND
STORMWATERSTORMWATER
PONDPOND
STORMWATERSTORMWATERPONDPOND
PUMPPUMPSTATIONSTATION N
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SITE DATASITE DATA
PARCEL ID: R04100-001-002-000PARCEL ID: R04100-001-002-000
PROPOSED LAND USE: PERFORMANCE RESIDENTIAL SUBDIVISIONPROPOSED LAND USE: PERFORMANCE RESIDENTIAL SUBDIVISION
PARCEL SIZE: 175.54 ACPARCEL SIZE: 175.54 AC
ZONING: R-15 & CUD (R-15)ZONING: R-15 & CUD (R-15)
PARCEL ADDRESS: 1505 CASTLE HAYNE ROADPARCEL ADDRESS: 1505 CASTLE HAYNE ROAD
OWNER: CORBETT PACKAGE COMPANYOWNER: CORBETT PACKAGE COMPANY
PO BOX 21 PO BOX 21
WILMINGTON, NC 28402 WILMINGTON, NC 28402
DEVELOPER: L&W INVESTMENTSDEVELOPER: L&W INVESTMENTS
9827 COGDILL ROAD - SUITE 1 9827 COGDILL ROAD - SUITE 1
KNOXVILLE, TN 37932 KNOXVILLE, TN 37932
DENSITY CALCULATIONS:DENSITY CALCULATIONS:
GROSS TRACT GROSS TRACT ACREAGEACREAGE 175.54 AC 175.54 AC
CONSERVATION CONSERVATION SPACESPACE- 129.42 AC- 129.42 AC
NET TRACT NET TRACT ACREAGEACREAGE 46.12 AC 46.12 AC
MAX DENSITY @ 2.5 UNITS/ACRE: 115 UNITSMAX DENSITY @ 2.5 UNITS/ACRE: 115 UNITS
PROPOSED # OF LOTS: 98 SINGLE FAMILY UNITSPROPOSED # OF LOTS: 98 SINGLE FAMILY UNITS
PROPOSED # OF BEDROOMS: 392 BR (ESTIMATED)PROPOSED # OF BEDROOMS: 392 BR (ESTIMATED)
RECREATION / OPEN SPACE CALCULATIONS:RECREATION / OPEN SPACE CALCULATIONS:
REQUIRED @ 0.03 AC/LOT: 98 X .03 = 2.94 ACREQUIRED @ 0.03 AC/LOT: 98 X .03 = 2.94 AC
REQUIRED 50% ACTIVE OPEN SPACE = 1.47REQUIRED 50% ACTIVE OPEN SPACE = 1.47
PROPOSED OPEN SPACE: 8.60 ACPROPOSED OPEN SPACE: 8.60 AC
PROPOSED ACTIVE OPEN SPACE: 7.45 ACPROPOSED ACTIVE OPEN SPACE: 7.45 AC
SUBDIVISION STREETSSUBDIVISION STREETS
ALL STREETS TO BE PRIVATEALL STREETS TO BE PRIVATE
STREET LIGHTING PER NEW HANOVER COUNTY REQUIREMENTSTREET LIGHTING PER NEW HANOVER COUNTY REQUIREMENT
UTILITIESUTILITIES
WATER AND SEWER TO BE PUBLIC (CFPUA)WATER AND SEWER TO BE PUBLIC (CFPUA)
NOT RELEASED FORNOT RELEASED FOR
CONSTRUCTIONCONSTRUCTION
ISSUED FOR AGENCYISSUED FOR AGENCY
REVIEW ONLYREVIEW ONLY
GENERAL NOTES:GENERAL NOTES:
1. THIS PROPERTY IS ZONED R-15.1. THIS PROPERTY IS ZONED R-15.
2. ALL UTILITY & DRAINAGE EASEMENTS SHOWN2. ALL UTILITY & DRAINAGE EASEMENTS SHOWN
ON THIS PLAN IS FOR MASTER PLAN SUBMITTAL ON THIS PLAN IS FOR MASTER PLAN SUBMITTAL
ONLY AND MAY BE MODIFIED PRIOR TO FINAL ONLY AND MAY BE MODIFIED PRIOR TO FINAL
PLAT RECORDATION. PLAT RECORDATION.
3. AREAS OF OPEN SPACE WILL PROVIDE AS3. AREAS OF OPEN SPACE WILL PROVIDE AS
CORRIDORS FOR WALKING TRAILS THROUGHOUT CORRIDORS FOR WALKING TRAILS THROUGHOUT
THE COMMUNITY. THE COMMUNITY.
4. ANY REVISIONS TO THE MASTER PLAN WILL BE4. ANY REVISIONS TO THE MASTER PLAN WILL BE
SUBJECT TO APPROVAL BY THE NEW HANOVER CO. SUBJECT TO APPROVAL BY THE NEW HANOVER CO.
PLANNING DEPARTMENT. PLANNING DEPARTMENT.
5. ALL ROADS WITHIN THE DEVELOPMENT ARE TO BE5. ALL ROADS WITHIN THE DEVELOPMENT ARE TO BE
PRIVATE AND CONSTRUCTED TO NEW HANOVER CO. PRIVATE AND CONSTRUCTED TO NEW HANOVER CO.
STANDARDS. STANDARDS.
6. ALL CUL-DE-SAC LOTS SHALL HAVE A MINIMUM6. ALL CUL-DE-SAC LOTS SHALL HAVE A MINIMUM
FRONTAGE OF 40'. FRONTAGE OF 40'.
7. THE SEWER SYSTEM WILL BE SUBJECT TO REVIEW7. THE SEWER SYSTEM WILL BE SUBJECT TO REVIEW
AND APPROVAL BY NHCO AND CFPUA. AND APPROVAL BY NHCO AND CFPUA.
8. THE WATER SYSTEM WILL BE SUBJECT TO REVIEW8. THE WATER SYSTEM WILL BE SUBJECT TO REVIEW
AND APPROVAL BY NHCO AND CFPUA. AND APPROVAL BY NHCO AND CFPUA.
9. STREET LIGHTS WILL BE INSTALLED PER THE NEW9. STREET LIGHTS WILL BE INSTALLED PER THE NEW
HANOVER COUNTY ORDINANCE. HANOVER COUNTY ORDINANCE.
10. THERE ARE NO CLASS 4 SOILS WITHIN THIS PROPERTY.10. THERE ARE NO CLASS 4 SOILS WITHIN THIS PROPERTY.
11. A 5' SIDEWALK WILL BE LOCATED ON ONLY ONE SIDE11. A 5' SIDEWALK WILL BE LOCATED ON ONLY ONE SIDE
OF EACH STREET. OF EACH STREET.
12. A HOMEOWNERS ASSOCIATION WILL BE FORMED TO BE12. A HOMEOWNERS ASSOCIATION WILL BE FORMED TO BE
RESPONSIBLE FOR THE MAINTENANCE AND UPKEEP OF RESPONSIBLE FOR THE MAINTENANCE AND UPKEEP OF
ALL ROADWAYS, STORMWATER DEVICES, OPEN SPACE ALL ROADWAYS, STORMWATER DEVICES, OPEN SPACE
AND AMENITY AREAS. AND AMENITY AREAS.
MHMH8"
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PRELIMINARY PRELIMINARY
ENTRANCE REALIGNMENTENTRANCE REALIGNMENT
SEE PRELIMINARYSEE PRELIMINARY
ENTRANCE RELIGNMENTENTRANCE RELIGNMENT
THIS SHEETTHIS SHEET
May VaryMay VaryMay VaryMay VaryCertificate of Disclosure: Private RoadsCertificate of Disclosure: Private Roads
I (we) the developers of RIVER BREEZE subdivision located in the unincorporated area of New Hanover CountyunderstandI (we) the developers of RIVER BREEZE subdivision located in the unincorporated area of New Hanover Countyunderstand
that the roads in said subdivision are designated private. I understand that ownership and maintenance of the roads will bethat the roads in said subdivision are designated private. I understand that ownership and maintenance of the roads will be
the responsibility of the developer until such time that the developer designates the responsibility to the property owners'the responsibility of the developer until such time that the developer designates the responsibility to the property owners'
association. Responsibilities must be accepted by the homeowners association as spcified in the homeowner covenants forassociation. Responsibilities must be accepted by the homeowners association as spcified in the homeowner covenants for
said subdivision. The priate roads in said sudivision are to be constructed in accordance with section 52-4 of the Newsaid subdivision. The priate roads in said sudivision are to be constructed in accordance with section 52-4 of the New
Hanover County Subdivision Ordinance and all applicable county codes thich includes the design, installation, inspection, andHanover County Subdivision Ordinance and all applicable county codes thich includes the design, installation, inspection, and
approval by a licensed Professional Engineer (PE) recognized in the state of North Carolinaprior to final plat approval for allapproval by a licensed Professional Engineer (PE) recognized in the state of North Carolinaprior to final plat approval for all
or a portion of the subdivision. If all or a portion of the road infrastructure system withinn the subdivision is bondedor a portion of the subdivision. If all or a portion of the road infrastructure system withinn the subdivision is bonded
through a surety, performance bond, or cash escrow, no bond shall be released until all road construction improvementsthrough a surety, performance bond, or cash escrow, no bond shall be released until all road construction improvements
are complete and certified by the Professional Engineer.are complete and certified by the Professional Engineer.
It shall be disclosed to the prospective buyer of a lot or lots within the subdivision that road maintenance shall runIt shall be disclosed to the prospective buyer of a lot or lots within the subdivision that road maintenance shall run
through the property owners association in perpetuity after acceptance from the developer until such time that the roadsthrough the property owners association in perpetuity after acceptance from the developer until such time that the roads
are re-platted as publically designated roads and taken over for maintenance through the North Carolina Department ofare re-platted as publically designated roads and taken over for maintenance through the North Carolina Department of
Transportation (NCDOT) or appropriate governing authority.Transportation (NCDOT) or appropriate governing authority.
Developer's Name: L&W InvestmentsDeveloper's Name: L&W Investments
Date: 6 July, 2017Date: 6 July, 2017
CUL-DE-SACCUL-DE-SAC
SIDEWALK CONNECTIONSIDEWALK CONNECTION
TO BRENTWOOD RDTO BRENTWOOD RD
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PLANING COMMENTS:PLANING COMMENTS:
1. CLASS IV SOILS AND WETLANDS ENCROACHING INTO ANY1. CLASS IV SOILS AND WETLANDS ENCROACHING INTO ANY
LOTS WILL BE DELINIATED BY AN ENVIRONMENTAL LOTS WILL BE DELINIATED BY AN ENVIRONMENTAL
CONSULTANT CONSULTANT
2. TOPOGRAPHY PROVIDED BY NEW HANOVER CO GIS2. TOPOGRAPHY PROVIDED BY NEW HANOVER CO GIS
3. 5' SIDEWALKS TO BE LOCATED ALONG THE UPLAND SIDE3. 5' SIDEWALKS TO BE LOCATED ALONG THE UPLAND SIDE
OF ALL RESIDENTIAL STREETS OF ALL RESIDENTIAL STREETS
4. NEIGHBORING LAND TO THE SOUTH AND EAST ARE4. NEIGHBORING LAND TO THE SOUTH AND EAST ARE
MARSH/WETLAND, MAKING THE NEED FOR A ROAD STUB MARSH/WETLAND, MAKING THE NEED FOR A ROAD STUB
UNLIKELY - ONE HAS BEEN ADDED TO THE NORTH UNLIKELY - ONE HAS BEEN ADDED TO THE NORTH
4. THE TREE SURVEY IS BEING UPDATED AND WILL INCLUDE4. THE TREE SURVEY IS BEING UPDATED AND WILL INCLUDE
CORBETT ISLAND CORBETT ISLAND
5. SUBDIVISION SIDEWALK HAS BEEN EXTENDED TO5. SUBDIVISION SIDEWALK HAS BEEN EXTENDED TO
BRENTWOOD BRENTWOOD