04252018 April 25 2018 TRC Agenda PackagePage 1 of 2
TECHNICAL REVIEW COMMITTEE AGENDA
APRIL 25, 2018
New Hanover County’s Technical Review Committee (TRC) will meet Wednesday, April 25, 2018 at 2:00
p.m. in the Lucie Harrell Conference Room (601) of the New Hanover County Government Center
located at 230 Government Center Drive to review the following:
Loblolly Landing – 8 residential lots, 4.2 acres (near 7300 block Mason Landing
Road, Middle Sound Community)
Cypress Village – 37 units, 5.7 acres (near 6700 block Carolina Beach Road)
Windsor Pines – 82 residential lots, 32.76 acres (near 8700 block Sedgley Drive,
The Cape subdivision)
2:00 p.m. Item 1: Loblolly Landing (Performance Plan) – Request by Withers & Ravenel for
Pompano Development Group for TRC to consider site plan approval of an eight (8) lot
division located near the 7300 block of Mason Landing Road, Middle Sound Community.
Loblolly Landing Site Plan History
None, new residential project.
Loblolly Landing Site Data
Zoning District: R-20S (Single family)
Water Service: Private (Carolina Water Service)
Sewer Service: Public (CFPUA)
Road Network: Private (HOA/POA Maintained)
Lots: 8
Acreage: 4.2
TIA: Not Required
Conservation Resources: None
Schools Served by Project: Eaton & Castle Hayne Elem (+57 & +74)
Noble Middle (+246)
Laney High (+583)
Comp Future Land Use: General Residential
2:15 p.m. Item 2: Cypress Village (High Density Plan) – Request by the Lee Law Firm for TRC to
consider site plan approval of a 37 lot division located near the 6700 block of Carolina
Beach Road, west side.
Cypress Village Site Plan History
TRC discussed this project at their regular meeting April 11, 2018.
Cypress Village Site Plan Data
Zoning District: R-15 Residential
Water Service: Public (CFPUA)
Sewer Service: Public (CFPUA)
Road Network: Private (HOA/POA Maintained)
Page 2 of 2
Lots: 37
Acreage: 5.7
TIA: Not Required
Conservation Resources: None
Comp Future Land Use: Community Mixed Use
2:30 p.m. Item 3: Windsor Pines (Performance Plan) – Request by Design Solutions for Southern
Destiny, LLC for TRC to consider site plan approval of an 82 lot division located within The
Cape subdivision, southern portion of New Hanover County.
Windsor Pines Site Plan History
None, new residential project.
Windsor Pines Site Plan Data
Zoning District: R-15 Residential
Water Service: Private (Aqua of NC)
Sewer Service: Private (Aqua of NC)
Road Network: Private (HOA/POA Maintained)
Lots: 82
Acreage: 32.76
TIA: Not Required This Phase)
Conservation Resources: None (Verified by Private Consultant)
Schools Served by Project: Codington & Carolina Bch Elem (+92 & +62)
Murray Middle (+214)
Ashley High (+167)
Comp Plan Future Land Use: General Residential
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03170198.01
3-6-18
W&R
JSB
1 inch = 50 ft.
50
GRAPHIC SCALE
0 25 50 100
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
GENERAL NOTES:
OWNER:JOHN C DIEFFENBAUCH & MICHAEL D HRITZ
ADDRESS:530 CAUSEWAY DRIVE, SUITE D1
WRIGHTSVILLE BEACH, NC 28480
PHONE:(910) 239-9277
ATTN:CHRIS DIEFFENBAUCH
NEW HANOVER COUNTY PARCEL NO.:
R04500-004-007-001
ALT ID NOS.:
316808.99.5990.000
TOTAL TRACT AREA: 4.20 AC.±
ZONING DISTRICT: R-20S
LAND CLASSIFICATION: GENERAL RESIDENTIAL
DEVELOPMENT DATA:
AREA OF LOTS - 2.23 AC.±
AREA OF R/W - 0.74 AC.±
REC. AREA ACTIVE/PASSIVE - 1.23 AC.±
WETLAND AREA - 0.30 AC
TOTAL TRACT AREA - 4.20 AC.
PERMITTED DENSITY -
4.20 AC. @ 1.9 UNITS/AC. (R-20 - PERFORMANCE RESIDENTIAL)
TOTAL UNITS PERMITTED - 8
TOTAL LOTS PROPOSED - 8
OVERALL DENSITY - 1.91 UNITS/AC.
AVERAGE LOT SIZE - 12,174 S.F.
TOTAL LINEAR FEET IN ROADS - 685 L.F.
TOTAL ROAD SURFACES - 18,880 S.F.
RECREATION SPACE - 8 LOTS @ .03 AC./UNIT = 0.24 AC. REQUIRED
ACTIVE RECREATION AREA - 16,076 S.F. = 0.37 AC.±
PASSIVE RECREATION AREA - 37,210 S.F. = 0.85 AC.±
TOTAL RECREATION AREA - 1.22 AC.
BUILDING SETBACKS:
FRONT - 10 FT
SIDES - 10 FT
REAR - 20 FT
APPROXIMATE # OF BEDROOMS/LOT = 3
SITE DEVELOPMENT DATA
COORDINATION NOTES:
1.THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2.ALL WORK IS TO BE IN ACCORDANCE WITH CAPE FEAR PUBLIC UTILITY AUTHORITY, CAROLINA WATER SERVICE INC OF NC, NEW HANOVER COUNTY, AND THE STATE OF NORTH CAROLINA.
3.THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT
OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE
IMPROVEMENT STAKEOUT(S).
4.ANY TIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK,
AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
5.THE CONTRACTOR SHALL SCHEDULE A PRE-CONSTRUCTION MEETING WITH THE NEW HANOVER COUNTY INSPECTOR AND NOTIFY THE ENGINEER AT LEAST 48 HOURS PRIOR TO THE
MEETING. AT A MINIMUM; THE CONTRACTOR, COUNTY INSPECTOR, AND ENGINEER SHALL ATTEND THIS MEETING.
6.CONTRACTOR TO COORDINATE WITH NCDOT FOR THE REMOVAL AND STORAGE OF ANY TRAFFIC EQUIPMENT OR SIGNS DURING DEMOLITION, CONSTRUCTION, AND OPENING OF THIS
DEVELOPMENT.
7.CONTRACTOR TO COORDINATE WITH THE NEW HANOVER COUNTY ABOUT ANY EQUIPMENT REMOVED, RELOCATED, OR DEMOLISHED DURING THE DEMOLITION, CONSTRUCTION AND
OPENING OF THIS DEVELOPMENT.
8.CONTRACTOR TO COORDINATE DIRECTLY WITH ENGINEERING TO DETERMINE IF ANY DRIVEWAY PERMITS/REVISIONS/REVIEW PROCESSES ARE REQUIRED.
9.CONTRACTOR TO COORDINATE WITH NCDOT FOR THE CLOSURE OF STREETS, SIDEWALKS, OR DRIVEWAYS AND IMPLEMENTATIONS OF THE VEHICLE AND PEDESTRIAN TRAFFIC PLAN TO BE
USED FOR THE DURATION OF THIS PROJECT. THE PLAN MUST INCLUDE LOCATIONS OF SIDEWALKS AND CROSSWALKS THAT WILL BE CLOSED, AS WELL AS, LOCATION OF CONSTRUCTION
FENCING, AND PROTECTION AREAS.
10.A TEMPORARY DETOUR AND CLOSURE PLAN WILL NEED TO BE FILED WITH NHC 911 FOR THE CLOSURE OF ANY PUBLIC STREETS.
GENERAL NOTES:
1.ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH NEW HANOVER COUNTY ZONING ORDINANCE AND SUBDIVISION REGULATIONS.
2.PROPERTY IS ZONED R-20S.
3.THE BOUNDARY, TOPOGRAPHY AND UTILITIES SURVEY HAVE BEEN PROVIDED BY GEOINNOVATION, PC. THE VERTICAL DATUM FOR THE GROUND SURVEY
FOR THIS PROJECT IS NAVD 88. CONTRACTOR TO VERIFY ALL ELEVATIONS IN THE FIELD.
4.THE TREE SURVEY HAS BEEN PROVIDED BY DIEFFENBAUCH & HRITZ, PLLC.
5.REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING
UTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC
DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF
TRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COSTS
RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC.
6.CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS
FOR CONSTRUCTION PROMULGATED UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO
CAUSE MINIMUM INCONVENIENCE TO THE OWNER AND THE PUBLIC.
7.CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS
WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF
"CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" BY THE DOT.
8.ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF-SITE.
9.ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
10.CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
11.IF THESE UNITS ARE SOLD AT ANY POINT, THE BUYER MUST RECEIVE A SUBDIVISION STREET DISCLOSURE STATEMENT. PLEASE NOTE THIS ON THE SITE
PLAN AND ADVISE THE PROPERTY OWNER OF THIS REQUIREMENT.
12.THIS PROPERTY IS NOT WITHIN ANY FLOOD HAZARD AREA AS EVIDENCED ON N.C. FLOOD MAP 3720316800J, 3720316900J & 3720317800J.
13.THERE IS NO EVIDENCE OF ENDANGERED SPECIES OR HABITAT ISSUES ON THE SITE.
14.THERE ARE CONSERVATION RESOURCE AREAS AFFECTING THIS PROPERTY.
15.NO GATES, TRAFFIC CALMING DEVICES OR ON-STREET PARKING (PRIVATE ROADS) PERMITTED UNLESS REVIEWED BY TRC.
16.WITHERSRAVENEL WILL SUBMIT A LIGHTING PLAN CONFORMING TO ALL NEW HANOVER COUNTY REQUIREMENTS AT A LATER DATE.
UTILITY NOTES:
1.EXISTING WATER AND SANITARY SEWER SERVICES ARE CURRENTLY AVAILABLE TO THE SITE FROM PUBLIC SYSTEMS. WATER SERVICE PROVIDED BY CAROLINA WATER
SERVICE INC. OF NC AND SANITARY SEWER SERVICE WILL BE PROVIDED BY CAPE FEAR PUBLIC UTILITY AUTHORITY.
2.ALL UTILITY SERVICES, SUCH AS ELECTRIC POWER, CATV, GAS, AND TELEPHONE SHALL BE INSTALLED UNDERGROUND.
3.ALL WATER & SEWER UTILITIES TO BE INSTALLED PER CFPUA AND CAROLINA WATER SERVICE INC. OF NC TECHNICAL SPECIFICATIONS & STANDARDS.
4.WATER METER(S) CANNOT BE RELEASED UNTIL ALL REQUIREMENTS ARE MET AND N.C.D.E.N.R. HAS ISSUED THEIR "FINAL APPROVAL".
5.ALL COMMERCIAL WATER SERVICES AND ANY IRRIGATION SYSTEMS SUPPLIED BY UTILITIES, INC, WATER SHALL HAVE A BACKFLOW PREVENTION DEVICE ACCEPTABLE TO
THE COUNTY AND APPROVED BY USCFCCCHR OR ASSE.
6.WATER AND SEWER SERVICES CAN NOT BE ACTIVATED ON NEW MAINS UNTIL THE ENGINEER'S CERTIFICATION AND AS-BUILTS ARE RECEIVED AND "FINAL APPROVAL"
ISSUED BY THE PUBLIC WATER SUPPLY SECTION OF NCDENR, AND "FINAL ENGINEERING CERTIFICATION" ISSUED BY DIVISION OF WATER QUALITY SECTION OF N.C.D.E.N.R.
7.IF CONTRACTOR DESIRES 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.
8.WHEN PVC WATER MAINS AND SERVICES ARE PROPOSED, THE PIPES ARE TO BE MARKED WITH NO. 10 INSULATED COPPER WIRE INSTALLED AND STRAPPED TO THE PIPES
WITH DUCT TAPE. THE INSULATED WIRE IS TO BE STRIPPED TO BARE WIRE AND SECURED TO ALL VALVES AND FITTINGS. THIS WIRE IS TO BE ACCESSIBLE IN ALL VALVE
AND METER BOXES TO AID IN FUTURE LOCATION OF FACILITIES.
9.THE CONTRACTOR IS RESPONSIBLE FOR THE LOCATION AND PROTECTION OR EXISTING UTILITIES DURING CONSTRUCTION. DAMAGED ITEMS SHALL BE REPAIRED TO AT
LEAST THE QUALITY OR WORKMANSHIP FOUND IN THE ORIGINAL ITEM.
10.THE BELLSOUTH CONTACT IS STEVE DAYVAULT, BUILDING INDUSTRY CONSULTANT, AT 910-392-8712. CONTACT HIM PRIOR TO STARTING THE PROJECT IN ORDER TO
FACILITATE GOOD COMMUNICATION AND MAXIMUM FLEXIBILITY.
11.THE PROCESS FOR TELEPHONE CABLE PLACEMENT:
11.1.FINAL GRADE WILL NEED TO BE ESTABLISHED.
11.2.POWER WILL PLACE THEIR CABLE FIRST - APPROXIMATELY 3' DEEP.
11.3.BELLSOUTH & CABLE TV WILL THEN PLACE THEIR CABLE AT APPROXIMATELY 2' DEEP.
12.SOLID WASTE DISPOSAL TO BE SERVED BY PRIVATELY CONTRACTED DUMPSTER PICKUP.
13.FIRE HYDRANTS WILL REQUIRE STORTZ CONNECTOR WHEN INSTALLED ADN A FLOW TEST AFTER WATER IS RELEASED FROM PROVIDER.
STORMWATER MANAGEMENT NOTES:
1.STORMWATER MANAGEMENT WILL MEET COUNTY AND STATE REQUIREMENTS.
2.SITE DRAINAGE FLOWS TO PAGES CREEK WITHIN THE WHITE OAK RIVER BASIN
CLASS SA WATERS.
PRIVATE ROADS CERTIFICATION:
I (WE) HEREBY CERTIFY THAT ALL PRIVATE ROADS AS DEPICTED ON SUBDIVISION PLAT _____________________ HAVE
BEEN DESIGNED, INSTALLED, INSPECTED, AND APPROVED IN ACCORDANCE WITH SECTION 52-4 OF THE NEW
HANOVER COUNTY SUBDIVISION ORDINANCE AND ALL APPLICABLE NEW HANOVER COUNTY CODES PRIOR TO FINAL
PLAT APPROVAL FOR ALL OR A PORTION OF THE SUBDIVISION.
BY CERTIFYING THE CONSTRUCTION OF THESE ROADS AS PRIVATE, THERE ARE NO GUARANTEES OR ASSURANCES
OF ACCEPTANCE OF SAID ROADS BY THE NORTH CAROLINA DEPARTMENT OF TRANSPORTATION.
CERTIFIED PROFESSIONAL ENGINEER ___________________________DATE ____________________________
SEAL ___________________________
VICINITY MAP
NOT TO SCALE
TYPICAL STREET SECTION
MINIMUM PAVEMENT DESIGN
2" S-9.5 B
6" A.B.C.
WETLANDS
MODIFIED VALLEY CURB
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10' PUBLIC UTILITY
EASEMENT (TYP.)PROPOSED 6"
PVC WATERLINE
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FOR FUTURE CONNECTION BY OTHERS
CONNECT TO SEWER SYSTEM
VIA PROPOSED MANHOLE
EXISTING STORM DRAIN (TYP.)
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ACCESS EASEMENT
CONNECT TO EXISTING WATERLINE
6" GATE VAVE 20' PROPOSED
PUBLIC UTILITY &
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END OF RIGHT
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20' PRIVATE DRAINAGE
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20' PUBLIC UTILITY
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R36.5'R36.5'
R30'
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BEGIN DRIVEWAY
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TYPICAL DRIVEWAY SECTION
MINIMUM PAVEMENT DESIGN
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ADDRESS:6724 INDEPENDENCE BLVD.
PARCEL ID: R08200-001-032-000
TOTAL PROJECT AREA5.784 ACRES
EXISTING ZONINGR-15
PROPOSED USEHIGH DENSITY DEVELOPMENT IN R-15
RESIDENTIAL UNITS PROPOSED37 SINGLE FAMILY UNITS; 3-4 BEDS/UNIT
BULK REQUIREMENTS REQUIRED PROVIDED
MIN. PERIMETER SETBACK 25'25'
MIN. OPEN SPACE/IMPROVED REC LAND35%39%
35% (5.784)2 ACRES2.20 ACRES
MIN. DISTANCE BETWEEN BUILDINGS10'10'
MAX. DENSITY10.2 DU/A5.6 DU/A
10.2(5.784)58 UNITS 37 UNITS
MAX BUILDING HEIGHT40'40'
MAX IMPERVIOUS SURFACE RATIO40%40%
PEDESTRIAN TRAIL
STORMWATER MANAGEMENT AREA
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LAND USE: RELIGIOUS ACTIVITIES
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R08200-001-033-000
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STORMWATER MANAGEMENT
DA #1
7 LOTS @ 2,000 SF EACH14,000 SF
STREETS6,000 SF
SIDEWALK 2,000 SF
VOLUME NEEDED22,000 SF
AREA +/-5,500 SF @ +/- 2' DEPTH
DA #2
30 LOTS @ 2,000 SF EACH60,000 SF
SIDEWALK 4,400 SF
VOLUME NEEDED64,400 SF
AREA +/-
SECTION A - ROADWAY CROSS SECTION AND DRAINAGE DESIGN
SCALE : 3" = 1'-0"
SITE PLAN
MLD
MAS
JWM
L1.0
SYMBOL LEGEND
EXISTING TREES
PROPOSED PEDESTRIAN
PATH
OPEN SPACE AREA
MAINTAINED BY HOMEOWNERS
ASSOCIATION
STREET LIGHT, TYP
EXISTING STORM DRAIN
EXISTING SHED TO REMAIN
AND BE RENOVATED INTO
COMMUNITY POTTING SHED
STORMWATER
MANAGEMENT
AREA
STORMWATER
MANAGEMENT
AREA
STORMWATER
MANAGEMENT
AREA
STORMWATER
MANAGEMENT
AREA
25' SETBACK
2
5
'
S
E
T
B
A
C
K
2
5
'
S
E
T
B
A
C
K
NEVER ENOUGH INC.
LAND USE: RETAIL
ZONING: I-2
R08200-001-031-000
4' CONCRETE
SIDEWALK, TYP.
25 EXISTING CONTOURS
PROPOSED WATER LINE
PROPOSED SEWER LINE
PROPOSED DRAINAGE LINE
EXISTING SINGLE FAMILY
RESIDENCE TO BE REMOVED
1.PLAN BASED ON SURVEY PROVIDED BY DEREK DANFORD, DATED FEB. 27, 2018
2.ALL INFORMATION FOR ADJACENT PROPERTIES PROVIDED BY NEW HANOVER COUNTY GIS DATA.
3.PROVIDED LOCATIONS ARE CONCEPTUAL. EXISTING WATER AND SEWER LINES ARE OWNED BY CAPE FEAR PUBLIC UTILITY
AUTHORITY.
4.ALL PROTECTED TREES WILL BE PRESERVED OR MITIGATED.
5.SITE IS NOT LOCATED WITHIN A SPECIAL HIGHWAY OVERLAY DISTRICT.
6.ALL UTILITIES SHALL BE UNDERGROUND.
7.ALL SIGNS WILL BE LOCATED AND APPROVED BY NEW HANOVER COUNTY.
8.TACTILE WARNING MATS WILL BE INSTALLED ON ALL WHEELCHAIR RAMPS.
9.CONTRACTOR SHALL MAINTAIN ALL-WEATHER ACCESS FOR EMERGENCY VEHICLES AT ALL TIMES DURING CONSTRUCTION.
10.NO EQUIPMENT IS ALLOWED ON SITE UNTIL ALL TREE PROTECTION FENCING AND SILT FENCING IS INSTALLED AND
APPROVED. PROTECTIVE FENCING IS TO BE MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT, AND
CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION METHODS.
11.WATER AND SEWER SERVICE SHALL MEET CFPUA DETAILS AND SPECIFICATIONS.
12.PROPOSED WATER SERVICE WILL REQUIRE A STATE WATER PERMIT.
13.NO LAND DISTURBANCE INCLUDING TREE REMOVAL IS TO OCCUR OUTSIDE THE LIMITS OF DISTURBANCE SHOWN ON THE
PLANS
14.PROTECTIVE FENCING IS TO BE PROPERLY MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
15.LAND CLEARING AND CONSTRUCTION CONTRACTORS SHALL RECEIVE ADEQUATE INSTRUCTION ON TREE PROTECTION
REQUIREMENTS AND METHODS.
16.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.
17.ANY GROUND LEVEL MECHANICAL EQUIPMENT SHALL BE SCREENED AS NECESSARY.
18.THIS PLAN IS PRELIMINARY AND IS SUBJECT TO CHANGE IN ACCORDANCE WITH PROVISIONS OF THE NEW HANOVER COUNTY
LAND DEVELOPMENT CODE.
GENERAL NOTES
PROPOSED SEWER LINE, TYP.
PROPOSED WATER LINE, TYP.
FIRE HYDRANT, TYP
MANHOLE
EXISTING LIGHTS TO BE
REMOVED, TYP.
EXISTING GAS
EXISTING WATER
BOUNDARY LINE
EXISTING SHED TO BE
REMOVED
GAS
WATER
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03170946
1-26-18
JSB
JSB
1 inch = 50 ft.
50
GRAPHIC SCALE
02550100
FIRE HYDRANT (TYP.)
8" PVC WATERLINE
8" PVC WATERLINE
8" PVC WATERLINE
RIM AND INVERT
ESTIMATED
PROJECT BOUNDARY (TYP.)
6" PVC WATERLINE
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
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4 OF 4
03170946
1-26-18
JSB
JSB
1 inch = 50 ft.
50
GRAPHIC SCALE
02550100
FIRE HYDRANT (TYP.)
8" PVC WATERLINE
RIM AND INVERT
FROM FIELD TOPO
EXISTING WATERLINE
CURRENT MAINSAIL LIFT STATION
PROJECT BOUNDARY (TYP.)
PROPOSED UTILITY
EASEMENT (TYP.)CONNECT TO EX. WATERLINE
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION
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3 OF 4
03170946
1-26-18
JSB
JSB
1 inch = 50 ft.
50
GRAPHIC SCALE
02550100
FIRE HYDRANT (TYP.)
6" PVC WATERLINE
8" PVC WATERLINE
RIM AND INVERT
FROM FIELD TOPO
PROJECT BOUNDARY (TYP.)
PROPOSED UTILITY
EASEMENT (TYP.)
FLUSHING DEVICE
PRELIMINARY
NOT APPROVED FOR
CONSTRUCTION