HomeMy WebLinkAboutCommercial Site Plan TRC Comments
Holly Shelter Road Business Park – TRC Review Page | 1
To: Ana Wadsworth, The Wooten Company
From: Robert Farrell, Development Review Supervisor
Date: December 17, 2025 Technical Review Committee (TRC)
PID#: R01200-002-012-000, R01200-002-001-000, R01200-002-009-000, R01200-002-010-
000, R01200-002-008-000
Egov# SITECN-25-000113
Subject: 5900-6100 block of Holly Shelter Road – Holly Shelter Business Park Entrance Road
and Utility Infrastructure - TRC Review
Technical Review Committee (TRC) General Information
The TRC is a staff-level group of local government officials that reviews projects for compliance with
the local regulations administered by each respective review agency. Voluntarily participating state
agencies may also provide comments. And general information and non-binding recommendations
about the site may also be provided by government agencies.
The TRC meetings are considered staff meetings and are not public hearings. The TRC meeting is an
opportunity for applicants to speak with county staff and any voluntarily participating state or federal
agencies about the review comments they have been provided.
No voting is involved in the TRC process, and no final approvals or denials are made at the TRC
meetings. Following the TRC meeting, applicants are responsible for updating their plans to address
review comments. Those revised plans need to be resubmitted to the assigned case planner. The case
planner will facilitate additional reviews until all comments have been addressed, and the necessary
departments have stated the plans comply with the applicable minimum requirements for
development.
Following any future TRC approval, the project is required to obtain additional permits to include a
zoning compliance permit for the site. Applicants are also responsible for coordinating with state and
federal agencies for compliance with any additional requirements. Any activity on the property that is
not approved as part of the TRC review and zoning compliance permit will be considered a violation
of the UDO and subject to enforcement action under Article 12 Violations and Enforcement.
Holly Shelter Road Business Park – TRC Review Page | 2
The following comments have been received for the December 17, 2025, TRC meeting. Additional
comments may be made upon further review of subsequent revisions.
Planning, Robert Farrell, rfarrell@nhcgov.com
Compliance with local UDO requirements
1. General Comments
a. The property is zoned I-2, Heavy Industrial.
b. Based on the description in the application staff understands the intended use is
“Utility Lines, Structures, and / or Facilities; General” which the Unified Development
Ordinance (UDO) defines the use as
i. Lines, facilities, or structures engaged in the treatment, transmission, and / or
distribution of electricity, gas, steam, water, sewer, cable, or other utility not
otherwise specified by this ordinance.
ii. While plans and phases for future development are not included in the
application, the proposed infrastructure is part of the initial groundwork for a
future business park.
iii. The plans include a divided road, a sewer pump station, equipment storage
and staging area for the project, and a stormwater pond.
c. The Planning and Land Use Department’s review of the site is for compliance with the
UDO and use specific requirements of the specified land use. Any other activity that
might occur on the property beyond the definition above should be noted on the
application and site plan for additional review and comment.
2. UDO Section 5.1, Parking and Loading
a. No parking spaces required. Table 5.1.2.A states the use of Utility Lines, Structures and
/ or Facilities, General require a minimum of 2 parking spaces for every 1,000 square
feet of office facilities. Since the project does not propose any office space no parking
is required.
3. UDO Section 5.2, Traffic, Access and Connectivity
a. Please note that no building permit for any structure shall be issued which requires
NCDOT approval for a Driveway Permit until NCDOT has issued the permit approval.
Evidence of approval shall accompany the application for building permit.
Holly Shelter Road Business Park – TRC Review Page | 3
4. UDO Section 5.3, Tree Retention
a. Tree removal permit TR-23-000040 was issued August 10, 2023. The site was cleared
except for a required perimeter of existing trees.
5. UDO Section 5.4, Landscaping and Buffering
a. Transitional and parking lot landscaping and buffers are not required. Plans indicate
a row of plantings around the exterior of the fenced compound.
b. Please state the paved area inside the compound is understood to be an internal drive
and work area which would exempt the interior of the compound from foundation
planting requirements.
6. UDO Section 5.5, Lighting
a. Please confirm no exterior lighting is proposed for the project.
b. If exterior lighting is proposed, please note that a lighting plan is not required for TRC
approval but will be required prior to issuance of construction plan approvals.
7. UDO Section 5.6, Signs
a. Plans do not indicate any freestanding signs proposed as part of the development. If
any freestanding signs are proposed as part of the infrastructure plans, please show
the location on the plans.
b. For any signs on the site, a separate sign permit must be submitted and reviewed by
the county for compliance with Section 5.6 of the UDO for standards at or after the
submittal of the separate zoning compliance and construction permits for the primary
building or use. Any approval granted by the TRC for the site design is not an approval
for the ultimate size or placement of the sign.
8. UDO Section 5.7, Conservation Resources
a. The New Hanover County Conservation Resources map indicates the entire site is
within a pocosin conservation resource. Pocosin conservation resources must be
underlaid with Class IV soils to trigger the standards of Section 5.7.
b. The county soils map indicates only approximately 1.3 acres of Class IV soils on the
property, which is below the minimum distinct area of 2.5 acres and below the
minimum 5 acres required to trigger requirements for additional conservation.
9. UDO Article 9, Flood Damage Prevention
a. Site is not within a Special Flood Hazard Area.
Holly Shelter Road Business Park – TRC Review Page | 4
NHC Fire Services, Ray Griswold 910-798-7448
Compliance with NC Fire Code
1. Fire Finals required
2. A fire hydrants needs to be at / near the main entrance to the park
3. Any Private fire mains / hydrants are to be permitted through county fire. Any hydrants that
are on Mainline are normally CFPUA. Just need to be notified once the water is turned on.
NHC Engineering, Galen Jamison 910-798-7072
Stormwater management and land disturbance
1. Since this will become a NCDOT road, all stormwater requirements and drainage design
must be approved by the DOT. No stormwater permit from the County is required. Should
the DOT drainage design not incorporate NHC stormwater ordinance, the remaining parcels
may be except from County storm attenuation requirements.
2. New Hanover County can’t issue a land disturbing permit to themselves, therefore, an
erosion and sediment control permit issued by the State will be required.
3. Please contact the State for their stormwater permit requirements. It is anticipated a low-
density stormwater with future pockets of high density permit will be required.
NHC Environmental Health, Dustin Fenske 910-798-6732
Septic tanks and wells
1. Scope of work for road improvements does not involve any aspects that require
Environmental Health review.
NHC Addressing, McCabe Watson 910-798-7068
Street naming and property address
1. Please submit street name proposals prior to TRC approval.
2. Please contact me for address assignment for pump station site following TRC approval.
Holly Shelter Road Business Park – TRC Review Page | 5
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
Public water and sewer
1. CFPUA TRC Comments provided are preliminary comments only.
2. CFPUA is moving toward becoming paperless. When ready to submit plan review package,
upload all documents to https://www.cfpua.org/FormCenter/Engineering-3/Engineering-
Plan-Review-103.
3. CFPUA water and sewer available via mainline extensions and pump station installation.
4. Project currently in CFPUA Plan Review
NCDOT, Nick Drees 910-343-3915
Driveway access and state road improvements
1. See attached.
WMPO, Luke Hutson 910-473-5130
New Hanover County contracted traffic engineering services comments:
1. See attached.
Project information also provided to the following state agencies and non-regulatory local
agencies for their awareness:
New Hanover County Emergency Management
New Hanover County Schools
New Hanover County Sustainability Manager
New Hanover County Soil & Water
NC Department of Environmental Quality (DEQ)
NC DEQ Division of Coastal Management
NC DEQ Division of Energy, Mineral, and Land Resources
US Army Corps of Engineers
STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION
JOSH STEIN DANIEL H. JOHNSON
GOVERNOR SECRETARY
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Memorandum
DATE: December 4, 2025 TO: New Hanover County Technical Review Committee
SUBJECT: Holly Shelter Business Park – 6000 Block of Holly Shelter Road ________________________________________________________________________
These are preliminary comments and are based on the plans as submitted for the proposed
site. They are subject to further review upon receipt of any additional information.
Subsequently, additional comments and/or requirements may be necessary for this site.
General Comments:
NCDOT Driveway Permits, and Encroachments are submitted through the NCDOT
Online Portal.https://connect.ncdot.gov/municipalities/Utilities/Pages/help.aspx
You can coordinate with the District Office with any questions 910-398-9100.
NCDOT Driveway Permit:
An NCDOT Driveway permit has been submitted to NCDOT for review.
• Permit # D033-065-25-00164.
NCDOT Encroachment Agreement:
An NCDOT Encroachment Agreement is required for any utility connections or
installations within the NCDOT right-of-way (form 16.6).
• Refer to the NCDOT UAM Manual and the NCDOT encroachment checklist for
required documents and site plan information.
An NCDOT Encroachment Agreement is required for any sidewalk or multi-use paths
installed within the NCDOT right-of-way (form 16.6).
Mailing Address: NC DEPARTMENT OF TRANSPORTATION DIVISION OF HIGHWAYS 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403 04-11-03 COURIER
Telephone: 910-398-9100 Customer Service: 1-877-368-4968
Website: ncdot.gov
Location: 5911 OLEANDER DRIVE, SUITE 101 WILMINGTON, NC 28403
Required Roadway Improvements:
SR 1002 (Holly Shelter Road) at Site Access 1 (proposed signalized intersection):
• Phase 1:
o Construct the northbound approach with one (1) ingress lane and two (2)
egress lanes, striped as an exclusive left turn lane and an exclusive right
turn lane.
o Provide stop control for the northbound approach.
o Provide an internal protected stem of 250 feet, as measured from the right-
of-way line.
o Construct an eastbound right turn lane with 300 feet of full width storage
and appropriate deceleration and taper lengths.
• Phase 2:
o Signalize the intersection.
o Restripe the northbound approach as an exclusive left turn lane and a
shared left/right turn lane.
o Construct a second receiving lane on westbound Holly Shelter with 2,000
feet of full width storage and appropriate taper.
o Construct a westbound left turn lane with 100 feet of full width storage and
appropriate deceleration and taper lengths.
• Refer to the NCDOT Roadway Design Manual for help with the design of any
required roadway improvements.
o Figure 8-10 Recommended Treatment for Turn Lanes.
Site Plan Comments:
Subdivision Review Information:
• General Statute 136-102.6 states, any subdivision built, planned, platted, or
recorded after October 1, 1975, must be built to current NCDOT standards to
include the dedication of right-of-way as public to be considered for addition.
• Refer to the NCDOT Subdivision Roads Minimum Construction Standards for
additional information.
• Business Park Road is proposed to be a future public road and is currently going
through the subdivision review process.
• At this time the proposed design is not approved and will require design revisions.
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120 North Boylan Avenue x Raleigh, NC 27603-1423
(919) 828-0531 x thewootencompany.comLicense Number : F-0115
NOT TO SCALE NOT TO SCALE
PROJECT AREA MAP
NOT TO SCALE G-0.00
NEW HANOVER COUNTY
AUGUST 2025
NORTH CAROLINA
CHRIS COUDRIET
COUNTY COMMISSIONERS
COUNTY MANAGER
BILL RIVENBARK, CHAIRLEANN PIERCE, VICE-CHAIRDANE SCALISESTEPHANIE WALKERROB ZAPPLE
VICINITY MAP
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PROJECT LOCATION
REVISIONS
FINAL DRAWINGFOR REVIEW PURPOSES ONLYNOT RELEASED FOR CONSTRUCTIONHOLLY SHELTER ROAD BUSINESS PARK
ROADWAY INFRASTRUCTURE IMPROVEMENTS - PHASE 1
SITE DATA TABLE:
SITE ADDRESS:LAT: N034.3620LONG: W077.8476
EXISTING PARCEL ZONING:I-2-INDUSTRIAL DISTRICT
ADJACENT PARCEL ZONING:I-2-INDUSTRIAL DISTRICT
PARCEL ID#'sR01200-002-001-000R01200-002-009-000R01200-002-012-000R01200-002-011-000R01200-002-010-000
OWNER INFO:SIDBURY LAND & TIMBER LLC1201 GLEN MEADE RD, WILMINGTON, NC 28401HILL@CAMERONCO.COM(910) 512-3263
ENGINEER:THE WOOTEN COMPANY120 N BOYLAN AVE, RALEIGH, NC 27603ANASTASIA M. WADSWORTH - ENGINEERMATTHEW M. SORRENTINO - SITE DESIGNERAWADSWORTH@THEWOOTENCOMPANY.COMMSORRENTINO@THEWOOTENCOMPANY.COM(919) 828-0531
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A AREA
ABND ABANDONED
ABC AGGREGATE BASE COURSE
AFF ABOVE FINISHED FLOOR
APRX APPROXIMATE
ASPH ASPHALT
ASSY ASSEMBLY
AVG AVERAGE
ARV AIR RELEASE VALVE
AZ AZIMUTH
AWWA AMERICAN WATER WORKSASSOCIATION
B-B BACK OF CURB TO BACK OF CURB
BLDG BUILDING
BM BENCHMARK
BO BLOW-OFF
BOA BLOW-OFF ASSEMBLY
BOT BOTTOM
BW BARBED WIRE
C&G CURB AND GUTTER
CB CATCH BASIN
C CENTERLINE
CIP CAST IRON PIPE
CI CURB INLET
CLR CLEARANCE
CM CONCRETE MONUMENT
CMP CORRUGATED METAL PIPE
CMU CONCRETE MASONRY UNIT
CO CLEAN OUT
COMM COMMUNICATIONS
CONC CONCRETE
CONT CONTINUOUS
CSTR CONSTRUCTION
CONTR CONTRACTOR
COR CORNER
CPED CABLE TV PEDESTAL
CLVT CULVERT
DDEPTH
DI DROP INLET
DIA DIAMETER
DIP DUCTILE IRON PIPE
DIM DIMENSION
DISCH DISCHARGE
DIST DISTANCE
DNF DID NOT FIND
DOT DEPARTMENT OF TRANSPORTATION
DW DOMESTIC WATER
DELTA
E EAST
E-E EDGE OF PAVEMENT TO EDGE OFPAVEMENT
EACH EACH
EFF EFFLUENT
EIP EXISTING IRON PIPE
EL ELEVATION
ELEC ELECTRIC
EPED ELECTRIC PEDESTAL
EP EDGE OF PAVEMENT
EW EACH WAY
EWTR EDGE OF WATER
Ex EXISTING
EXPJT EXPANSION JOINT
FDC FIRE DEPARTMENT CONNECTION
FFE FINISHED FLOOR ELEVATION
FG FINISHED GRADE
FH FIRE HYDRANT
FHA FIRE HYDRANT ASSEMBLY
FHL FIRE HYDRANT LEG
FHV FIRE HYDRANT VALVE
FIN FINISH
FLG FLAG
FLNG FLANGE
FM FORCE MAIN
FOHH FIBER OPTIC HAND HOLE
FOM FIBER OPTIC MARKER
FOPD FIBER OPTIC PEDESTAL
FP FIRE PROCECTION
FPS FEET PER SECOND
FT FEET
FTG FOOTING
G GAS
GA GAUGE
GALV GALVANIZED
GM GAS METER
GPM GALLONS PER MINUTE
GR GRADE
GTV GATE VALVE
GV GAS VALVE
GYP GYPSUM
HCP HANDICAPPED
HH HAND HOLE
HORZ HORIZONTAL
HP HORSE POWER
HWA HIGH WATER ALARM
HWL HIGH WATER LEVEL
ID INSIDE DIAMETER
IN INCH
IN/HR INCHES PER HOUR
INF INFLUENT
INT INTERSECTION
INV INVERT
IPS IRON PIPE SET
ISL ISLAND
JB JUNCTION BOX
KWY KEYWAY
L LENGTH
LF LINEAR FEET
LP LIGHT POLE
LT LEFT
LWL LOW WATER LEVEL
MAX MAXIMUM
MATL MATERIAL
MECH MECHANICAL
MFR MANUFACTURER
MH MANHOLE
MIN MINMUM
MJ MECHANICAL JOINT
MON MONUMENT
N NORTH
NAD 83 NORTH AMERICAN DATUM 83
NCWN NORMAL CROWN
NC GRID NORTH CAROLINA GRID
NCGS NORTH CAROLINA GEODETIC SURVEY
No. NUMBER
NOM NOMINAL
NTS NOT TO SCALE
NWL NORMAL WATER LEVEL
N/A NOT AVAILABLE
N/R NOT REQUIRED
OC ON CENTER
OD OUTSIDE DIAMETER
OH OVERHEAD
ORIG ORIGINAL
P PROPERTY LINE
PC POINT OF CURVATURE
PE PLAIN END
PED PEDESTAL
PI POINT OF INTERSECTION
PIV POST INDICATOR VALVE
POB POINT OF BEGINNING
POC POINT OF CONNECTION
POE POINT OF ENDING
PRV PRESSURE REDUCING VALVE
PSI POUNDS PER SQUARE INCH
PT POINT OR POINT OF TANGENCY
PUE PERMANENT UTILITY EASEMENT
PVC POLYVINYL CHLORIDE
PVMT PAVEMENT
R RADIUS
RCP REINFORCED CONCRETE PIPE
REF REFERENCE
REQ'D REQUIRED
REINF REINFORCED
RET RETAINING
REV REVISED
RPM REVOLUTIONS PER MINUTE
RPZ REDUCED PRESSURE ZONE
RT RIGHT
R/W RIGHT-OF-WAY
SSOUTH
SCH SCHEDULE
SDMH STORM DRAINAGE MANHOLE
SF SILT FENCE
SHT SHEET
SGNL SIGNAL POLE
SPECS SPECIFICATIONS
SQ SQUARE
SS SANITARY SEWER
SSMH SANITARY SEWER MANHOLE
SSTL STAINLESS STEEL
ST STREE
STA. STATION
STD STANDARD
SYM SYMBOL
S/W SIDEWALK
T TANGENT
TBM TEMPORARY BENCHMARK
TCE TEMPORARY CONSTRUCTION EASEMENT
TCP TERRA COTTA PIPE
TDD TEMPORARY DIVERSION DITCH
TEMP TEMPORARY
THH TELEPHONE HAND HOLE
THK THICK
TOC TOP OF CURB
TOP TOP OF SLOPE
TOW TOP OF WALL
TPED TELEPHONE PEDESTAL
TPHN TELEPHONE
TRANS TRANSFORMER
TRFCBX TRAFFIC SIGNAL CONTROL BOX
TRFCPL TRAFFIC SIGNAL POLE
TYP TYPICAL
UMKR UTILITY MARKER
UP UTILITY POLE
U/G UNDERGROUND
VC VERTICAL CURVE
VCP VITRIFIED CLAY PIPE
VERT VERTICAL
VOL VOLUME
VPC VERTICAL POINT OF CURVATURE
VPI VERTICAL POINT OF INTERSECTION
VPT VERTICAL POINT OF TANGENCY
WL WATER LINE
WM WATER METER
WT WEIGHT
WV WATER VALVE
WTP WATER TREATMENT PLANT
WWF WELDED WIRE FABRIC
WWTP WASTE WATER TREATMENT PLANT
W/WITH
YH YARD HYDRANT
YI YARD INLET
LEGEND
FONT STYLE INDICATES DESIGN FEATURES
SURVEY
CODE PROPOSED
BENCHMARK BM
CONCRETE MONUMENT FOUND CMF
CONCRETE MONUMENT SET CMS
CONTROL POINT CP
GEOTECHNICAL BORE BORE
IRON PIPE FOUND IPF
IRON PIPE SET IPS
IRON ROD FOUND IRF
IRON ROD SET IRS
MAG NAIL FOUND MNF
MAG NAIL SET MNS
MILE MARKER (HWY)MM
MILE MARKER (RR)MM
NAIL FOUND NLF
NAIL SET NLS
PK NAIL FOUND PKF
PK NAIL SET PKS
PROPERTY LINE
TEMPORARY BENCHMARK TBM
WETLAND FLAG WLF
ROADWAY
CODE PROPOSED
ASPHALT DRIVEWAY
ASPHALT OVERLAY
BRICK DRIVEWAY
BRICK SIDEWALK / WALKWAY
BRIDGE BRDG
CONCRETE DRIVEWAY
CONCRETE DRIVEWAY(STAMPED)
CONCRETE SIDEWALK /WALKWAY SWLK
BACK OF CURB BC
FACE OF CURB FC
EDGE OF PAVEMENT EP
FLOWLINE FLOW
GUARDRAIL GDRL
GRAVEL DRIVEWAY / PATH
SOIL DRIVEWAY / PATH
UTILITIES
CODE PROPOSED
CABLE TV CABLE CTV
CABLE TV HAND HOLE CHH
CABLE TV PEDESTAL CPED
UNDERGROUND ELECTRICALCABLE UGE
OVERHEAD ELECTRICAL WIRE OHE
ELECTRICAL HAND HOLE EHH
ELECTRICAL MANHOLE EMH
ELECTRICAL METER EM
ELECTRICAL PEDESTAL EPED
FIBER OPTIC CABLE FOC
FIBER OPTIC HAND HOLE FOHH
GAS LINE GL
GAS LINE w/SIZE GL
GAS METER GM
GAS VALVE GV
GUY / ANCHOR WIRE GUY
LIGHT POLE / AREA LIGHT LP
POWER POLE PP
STEAM MANHOLE STMH
TELECOMMUNICATIONS CABLE COM
TELECOMMUNICATIONSMANHOLE TMH
TELEPHONE CABLE COM
TELEPHONE HAND HOLE THH
TELEPHONE PEDESTAL TPED
TRAFFIC SIGNAL BOX TFCB
TRAFFIC SIGNAL POLE TFCP
TRANSFORMER TRNS
UTILITY MARKER / WARNINGPOST WIT
UTILITY POLE UP
CTV
UGE
OHE
FOC
G
COM
COMEASEMENTS
PROPOSED
ACCESS EASEMENT AE
DRAINAGE EASEMENT SDE
PUBLIC UTILITY EASEMENT UE/PUE
RIGHT-OF-WAY RW
RIGHT-OF-WAY (RAILROAD)RRW
SEWER EASEMENT SSE
TEMPORARY CONSTRUCTIONEASEMENT TCE
WATER EASEMENT WLE
PERMANENT ACCESSEASEMENT PAE
AE
PDE
PUE
RW
SSE
TCE
WLE
EROSION CONTROL
CODE PROPOSED
CHECK DAM RCHK
INLET PROTECTION
RIP-RAP RPRP
LIMITS OF DISTURBANCE
LIMITS OF DISTURBANCE @ACCESS EASEMENT
LIMITS OF DISTURBANCE @EDGE OF PAVEMENT
LIMITS OF DISTURBANCE @RIGHT-OF-WAY
LIMITS OF DISTURBANCE @UTILITY EASEMENT
LIMITS OF DISTURBANCE @TEMPORARY CONSTRUCTIONEASEMENT
LIMITS OF DISTURBANCE @TEMPORARY CONSTRUCTIONACCESS
RIPARIAN BUFFER - ZONE 1 RBZ1
RIPARIAN BUFFER - ZONE 2 RBZ2
SILT FENCE SF
SILT FENCE OUTLET SFOLT
SILT FENCE / TREE PROTECTIONFENCE SF/TPF
SUPER SILT FENCE SSF
TREE PROTECTION FENCE TPF
WATTLE WTTL
WATTLE BARRIER WB
LOD
LOD/PAE
LOD/EP
LOD/RW LOD/RW
LOD/UE LOD/PUE
LOD/TCE
LOD/TCA
SF
SF/TPF
SSF
TPF
WB
SITE
CODE PROPOSED
AREA LIGHT / LIGHT POLE LP
BOLLARD BOLL
BUFFER
CURB FLOW LINE
FENCE FNC
FIRE HOSE HOSE
FIRE WATER LINE FWL
SIGN SN
CUT LINE
FILL LINE
X X X X
HOSE
FWL
STORM DRAINAGE
CODE PROPOSED
CATCH BASIN / COMBINATIONINLET CB
CURB INLET CI
DROP INLET DI
FLARED END SECTION FES
JUNCTION BOX JB
DRAINAGE MANHOLE SDMH
STORM DRAINAGE PIPE
SEWER
CODE PROPOSED
AIR RELEASE VALVE INMANHOLE (FORCE MAIN)ARVMH
CLEAN OUT SSCO
SEWER FORCE MAIN FM
SEWER FORCE MAIN w/SIZE FM
GRAVITY SEWER LINE SS
GRAVITY SEWER LINE w/SIZE SS
SEWER MANHOLE SSMH
SEWER TEST PORT TPRT
FM
SS
VEGETATION
CODE PROPOSED
CONIFEROUS TREE CTREE
DECIDUOUS TREE DTREE
HEDGE / SHRUB ROW HED
LANDSCAPING LSCP
SHRUB SHB
STUMP
SHRUB (TO BE REMOVED)
TREE (TO BE REMOVED)
TREELINE / WOODS
WATER
CODE PROPOSED
AIR RELEASE VALVE INMANHOLE ARVMH
BLOW OFF BO
BLOW OFF (TEMPORARY)BO
FIRE HYDRANT FH
FIRE HYDRANT VALVE FHV
PLUG PLG
MONITORING WELL MW
REDUCER / INCREASER RDCR
WATER LINE WL
WATER LINE w/SIZE WL
WATER METER WM
WATER VALVE WV
YARD HYDRANT YH
WL
OTHER
CODE PROPOSED
FINISHED FLOOR ELEVATION,RIGHT OF ALIGNMENT FFE
FINISHED FLOOR ELEVATION,LEFT OF ALIGNMENT FFE
ABBREVIATIONS:
LVL
MMS
AMW
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
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Notify NC811 Three Full Working Days Before Digging
Dial 811 or 1-800-632-4949, or visit www.nc811.org
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G-0.02
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
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GENERAL NOTES
1)IN ACCORDANCE WITH NORTH CAROLINA STATE LAW, ALL NECESSARY PERMITS AND ENCROACHMENTS SHALL BE OBTAINED PRIOR TO COMMENCEMENT OFCONSTRUCTION ACTIVITIES.
2) THROUGHOUT THE DURATION OF THE PROJECT THE CONTRACTOR SHALL MAINTAIN, ON THE PROJECT SITE, A COMPLETE SET OF APPROVED CONSTRUCTIONPLANS AND SPECIFICATIONS, INCLUDING ADDENDA, AS WELL AS ALL REQUIRED ENVIRONMENTAL PERMITS, NCDOT ENCROACHMENTS, AND EASEMENTS.
3) CONSTRUCTION AND MATERIAL SPECIFICATIONS SHALL CONFORM TO THE CURRENT NEW HANOVER COUNTY AND NCDOT STANDARDS AND DETAILS AS WELLAS THE CONTRACT DOCUMENTS. ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE ENGINEER BEFORE EQUIPMENT OR MATERIALS ARE ORDERED.
4) THE VERTICAL CONTROL POINTS USED IN DETERMINING THE SITE ELEVATIONS SHOWN HEREIN WERE ESTABLISHED USING STATIC DIFFERENTIAL GPSMETHODS HOLDING NCGS MONUMENT "INN" AS A FIXED VERTICAL REFERENCE STATION (ELEV = 263.605 M). THE VERTICAL ERROR AFTER ADJUSTMENT IS0.002M AT A 95% CONFIDENCE LEVEL. THE VERTICAL DATUM IS NGVD 29.
5) A REGISTERED LAND SURVEYOR, AT THE CONTRACTOR'S EXPENSE, SHALL REPLACE PROPERTY IRONS, MONUMENTS, OTHER PERMANENT POINTS AND LINESOF REFERENCE, AND CONSTRUCTION STAKES DISTURBED OR DESTROYED BY THE CONTRACTOR.
6) ONLY AS NECESSARY UTILITIES (I.E., POWER POLES, LIGHT POLES, TELEPHONE, AND CABLE PEDESTALS, ETC.) LOCATED WITHIN THE PROJECT LIMITS TO BERELOCATED BY RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCING CONSTRUCTION. COORDINATE WITH UTILITY OWNER TO VERIFY UTILITYREALIGNMENT/RELOCATION WORK IS COMPLETE PRIOR TO START OF CONSTRUCTION.
7) ALL INDIVIDUAL TREES TO REMAIN UNLESS OTHERWISE NOTED ON THE PLAN OR AS DIRECTED BY ENGINEER AND APPROVED BY OWNER. VEGETATION INPERMANENT EASEMENTS TO BE REMOVED. VEGETATION IN TEMPORARY EASEMENTS TO BE REMOVED ONLY AS NECESSARY FOR CONSTRUCTION.VEGETATION IN THE RIGHT OF WAY TO BE REMOVED IF APPROVED. COORDINATE WITH ENGINEER/OWNER.
8) TEMPORARILY REMOVE MINOR ITEMS AS REQUIRED FOR CONSTRUCTION. MINOR ITEMS SHALL INCLUDE, BUT ARE NOT LIMITED TO: FENCES, LANDSCAPING,MAILBOXES, SIGNS, ETC. REINSTALL ITEMS TO THEIR ORIGINAL CONDITION AT A LOCATION AS CLOSE TO ORIGINAL LOCATION AS PRACTICABLE.
9) APPROXIMATE LOCATION OF EXISTING UTILITIES ARE SHOWN ON DRAWINGS. NOTIFY UTILITY LOCATING SERVICE TO MARK LOCATION OF EXISTINGUTILITIES AT LEAST 3 DAYS PRIOR TO COMMENCING CONSTRUCTION ACTIVITY IN ACCORDANCE W/ ALL CURRENT 811 REQUIREMENTS. CONTRACTORRESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THERESPONSIBILITY OF THE CONTRACTOR.
10) SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING, AND OTHER STRUCTURES DURING CONSTRUCTION. RESTORE DAMAGEDITEMS TO ORIGINAL CONDITION AT NO ADDITIONAL COST.
11) STAGING AREAS SHALL BE DELINEATED WITH TREE PROTECTION FENCING AROUND EXISTING TREES.
12) SIDEWALK TO JOIN FLUSH WITH ADJACENT EXISTING OR PROPOSED CONCRETE AND ASPHALT DRIVES.
13) CONTRACTOR TO ENSURE ACCESS TO DRIVEWAYS IS MAINTAINED THROUGHOUT THE DURATION OF THE PROJECT.
14) LAND DISTURBANCE FOR THIS PROJECT IS GREATER THAN 1 (ONE) ACRE. EROSION CONTROL PLAN APPROVAL IS REQUIRED. IT IS THE CONTRACTOR'SRESPONSIBILITY TO COMPLY WITH THE EROSION CONTROL REQUIREMENTS, DEVICES, MAINTENANCE, ETC. AS INDICATED ON THE PLANS.
15) ONE WEEK PRIOR TO CONNECTIONS BEING MADE TO EXISTING STRUCTURES AND PIPES, A COORDINATION MEETING SHALL BE HELD BETWEEN THECONTRACTOR, ENGINEER, AND OWNER TO DISCUSS THE CONSTRUCTION PLAN SUBMITTED BY THE CONTRACTOR.
16) THE ENGINEER AND THE OWNER SHALL BE NOTIFIED 24 HOURS PRIOR TO SERVICE INTERRUPTIONS OR CONNECTIONS BEING MADE. ANY SERVICEINTERRUPTED BY THE CONTRACTOR SHALL BE RETURNED TO SERVICE BEFORE THE END OF THE WORKING DAY. CONTRACTOR SHALL MAINTAIN ACCESS FORVEHICULAR AND PEDESTRIAN TRAFFIC AT ALL TIMES AND FOLLOW ANY OWNER RESTRICTIONS REGARDING HOURS OF OPERATION.
17) SAFETY AND CONVENIENCE OF THE PUBLIC NECESSITATE THAT ALL WORK, INCLUDING EXCAVATION, BE DONE IN SUCH A MANNER AS TO CAUSE MINIMUMTRAFFIC INTERRUPTION, BOTH PEDESTRIAN AND VEHICULAR. UTILITIES SUCH AS FIRE HYDRANTS, VALVES, ETC., SHALL BE ACCESSIBLE AT ALL TIMES.GUTTERS AND DRAINS SHALL BE LEFT OPEN AND CLEAR AT ALL TIMES, AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DRAINAGE AROUND HISWORK. UNLESS SPECIFICALLY WAIVED BY THE PUBLIC WORKS DEPARTMENT, PROVISIONS SHALL BE MADE TO MAINTAIN VEHICULAR TRAFFIC ON ALLSTREETS IN WHICH WORK IS IN PROGRESS, AND SUITABLE WALKWAYS SHALL BE MAINTAINED FOR PEDESTRIAN TRAVEL.
18) PAVEMENTS TO BE REMOVED SHALL BE CUT ALONG STRAIGHT LINES WITH AN APPROPRIATE SAW CUT MACHINE. PAVEMENT CUTS OF CITY STREETS SHALLBE REPAIRED THE SAME DAY WITH TEMPORARY OR PERMANENT PATCHES. ONCE WORK HAS BEEN COMPLETED, TEMPORARY PATCHES SHALL BE REPLACEDWITH PERMANENT PATCHES. PAVEMENT CUTS WITHIN NCDOT RIGHT OF WAY SHALL NOT BE PERFORMED WITHOUT APPROVED ENCROACHMENT PERMITS ONSITE AND WORK SHALL CONFORM TO THE PERMITS.
19) PAVEMENT STRIPING, MARKINGS, AND DIRECTIONAL ARROWS SHALL FOLLOW NCDOT AND MUTCD STANDARDS.
SURVEY NOTES
UNLESS OTHERWISE NOTED ALL COORDINATES AND DISTANCES SHOWN HEREON ARE US SURVEY FEET GROUND MEASUREMENTS.MEASUREMENTS HAVE BEEN LOCALIZED AT NC STATE PLANE NAD 83 (2011) COORDINATES NORTH 588,000 SFT AND EAST 2,135,000SFT AND NAVD 88 ELEVATION 220 SFT YIELDING A COMBINED FACTOR OF 0.9998693172.
EROSION CONTROL NOTES:
1. INSTALL SILT FENCE OVER AND AROUND TOP OF EXISTING PIPE AND INLETS AT DISTURBED AREAS.
2. INSTALL SILT FENCE AROUND SPOIL PILES AND STOCK PILES / STAGING AREAS.
3. CONSTRUCTION OPERATIONS SHALL BE LIMITED TO THE LIMITS OF DISTURBANCE LINES SHOWN ON THE PLANS. NO CONSTRUCTION ACTIVITIES SHALLEXTEND BEYOND THESE LIMITS. IF ADDITIONAL LAND IS REQUIRED FOR BORROW OR WASTE, MATERIAL LAY-DOWN, OR STAGING AREAS, THEN THECONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THESE LANDS AND ADDITIONAL EROSION CONTROL PERMIT FOR ANY OFFSITE STAGING ORSTOCKPILE AREAS. ENSURE BORROW OR WASTE, MATERIAL LAY-DOWN OR STAGING AREAS ARE A MINIMUM OF 50' AWAY FROM DRAIN INLETS,TEMPORARY DIVERSIONS, CHANNELS, AND SURFACE WATER BODIES.
4. PROVIDE EROSION CONTROL MEASURES AROUND STOCK/WASTE PILES AND STAGING AREAS AS APPROVED BY ENGINEER. ENSURE BORROW OR WASTE,MATERIAL LAY-DOWN, STOCK PILES, OR STAGING AREAS ARE AT A MINIMUM OF 50 FEET FROM ANY STORM DRAIN INLET OR SURFACE WATER.
5. PROTECT STORM PIPE INLETS FROM SEDIMENT RUNOFF DUE TO LAND DISTURBING ACTIVITIES WITH SILT FENCE OR ARC FILTER AS APPROPRIATE FORSITE CONDITIONS. ROCK CHECK DAMS SHALL BE PROVIDED PER GENERAL NOTES.
6. REPLACE DISTURBED STORM PIPE OUTLET PROTECTION WITH EQUAL OR GREATER AMOUNT OF RIP-RAP WITHIN 15 DAYS OF DISTURBANCE.
7. WHERE AREA AROUND OUTLET IS DISTURBED AND NO OUTLET PROTECTION EXISTS, CLASS "1" RIP-RAP SHALL BE PLACED AROUND PIPE OUTLET ASDIRECTED BY ENGINEER.
8. PROVIDE EROSION CONTROL MATTING IN DITCHES AND SWALES AS DIRECTED BY ENGINEER.
9. A TEMPORARY PUMP AROUND SYSTEM MUST BE UTILIZED WHEN OPEN CUTTING CROSS STREAMS. IF NO FLOW IS PRESENT, DIKES ONLY MAY BE UTILIZEDAT THE DISCRETION OF THE ENGINEER.
10. ANY SEEPAGE PUMPED OUT OF BORE PITS OR TRENCHES SHALL BE PUMPED THROUGH A DEWATERING BAG.
11. SWEEP PAVED AREAS CLEAN AS NECESSARY TO PREVENT SILT RUNOFF.
12. THE CONTRACTOR SHALL SEED, MULCH AND TACK ALL DISTURBED AREAS WITHIN SEVEN (7) DAYS AFTER BACKFILLING TRENCH. ALL SEDIMENTATIONCONTROL MEASURES SHALL BE KEPT IN OPERABLE CONDITION UNTIL A STAND OF GRASS IS ESTABLISHED AND THE AREA IS CAPABLE OF RESISTINGEROSION BY WIND AND RAIN. THE CONTRACTOR SHALL INSPECT ALL SILT FENCE AND ROCK CHECK DAMS AT LEAST WEEKLY AND IMMEDIATELY AFTERRAINFALL WHICH RESULTS IN STORMWATER FLOW INTO DITCHES. UPON STABILIZATION OF THE SEEDED AREAS, THE CONTRACTOR SHALL REMOVE SILTFENCE, CHECK DAMS AND OTHER SEDIMENTATION CONTROL MEASURES AS DIRECTED IN THE SPECIFICATIONS.
13. LIMIT TRENCHING OPERATIONS AND DISTURBANCES TO THE LENGTH THAT CAN BE STABILIZED AT THE END OF EACH DAY.
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CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
1. ALL INDIVIDUALS ENGAGED IN CFPUA PROJECTS MUST ADHERE TO CFPUA TECHNICAL STANDARDS, WHICH ENCOMPASS SPECIFICATIONS, STANDARDDETAILS, THE DESIGN GUIDE MANUAL, AND THE MATERIAL SPECIFICATION MANUAL. THESE DOCUMENTS PROVIDE ESSENTIAL REQUIREMENTS FORMATERIALS, CONSTRUCTION METHODS, AND DESIGN PRINCIPLES. AN UNDERSTANDING OF THE ABOVE-MENTIONED RESOURCES IS REQUIRED TO AVOIDNON-COMPLIANCE ISSUE.
2. ATTENTION: COMPLY WITH NOTES ON APPLICABLE DETAILS.
SHEET INDEX
Sheet Number Sheet Title
G-0.00 COVER
G-0.01 ABBREVIATIONS LEGEND
G-0.02 GENERAL NOTES - SHEET INDEX
G-0.03 TYPICAL SECTIONS
G-0.04 OVERALL KEY SHEET
G-0.05 OVERALL EASEMENT PLAN
G-0.06 OVERALL CONCEPTUAL SITE DEVELOPMENT PLAN
C-1.00 EXISTING CONDITIONS & DEMO PLAN
C-1.01 EXISTING CONDITIONS & DEMO PLAN
C-1.02 EXISTING CONDITIONS & DEMO PLAN
C-1.03 EXISTING CONDIONS & DEMO PLAN
C-2.00 HOLLY SHELTER RD. PLAN & PROFILE - 0+00.00-5+00.00
C-2.01 HOLLY SHELTER RD. PLAN & PROFILE - 5+00.00-9+03.13
C-2.02 PROPOSED PLAN & PROFILE - 0+00.00-5+50.00
C-2.03 PROPOSED PLAN & PROFILE - 5+50.00-9+50.00
C-2.04 PROPOSED PLAN & PROFILE - 9+50.00-15+00.00
C-2.05 PROPOSED PLAN & PROFILE - 15+00.00-20+50.00
C-2.06 PROPOSED PLAN & PROFILE - 20+50.00-26+00.00
C-2.07 PROPOSED PLAN & PROFILE - 26+00.00-27+31.47
C-2.08 PLUNGE POOL PLAN - 9+50.00-15+00.00
C-2.09 SIGHT DISTANCE EXHIBIT
C-2.10 SIGHT DISTANCE EXHIBIT
C-3.00 WATER MAIN PLAN AND PROFILE - 0+00.00-13+00.00
C-3.01 WATER MAIN PLAN AND PROFILE - 13+00.00-27+00.00
C-3.02 WATER MAIN PLAN AND PROFILES
C-3.03 GRAVITY SEWER PLAN AND PROFILE - 0+00.00-8+00.00
C-3.04 GRAVITY SEWER PLAN AND PROFILE - 8+00.00-21+46.90
C-3.05 FORCE MAIN PLAN AND PROFILE - 0+00.00-13+16.36
C-4.00 HOLLY SHELTER ROADWAY CROSS SECTIONS
C-4.01 HOLLY SHELTER ROADWAY CROSS SECTIONS
C-4.02 HOLLY SHELTER ROADWAY CROSS SECTIONS
C-4.03 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.04 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.05 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.06 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.07 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.08 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.09 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.10 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.11 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.12 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.13 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.14 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.15 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.16 BUSINESS PARK ROADWAY CROSS SECTIONS
C-4.17 BUSINESS PARK ROADWAY STORM PROFILES
C-5.00 ROADWAY MARKING PLAN
C-5.01 ROADWAY MARKING PLAN
C-5.02 ROADWAY MARKING PLAN
C-5.03 ROADWAY MARKING PLAN
C-6.00 EROSION CONTROL - PHASE I
C-6.01 EROSION CONTROL - PHASE I
C-6.02 EROSION CONTROL - PHASE I
C-6.03 EROSION CONTROL - PHASE I
C-6.04 EROSION CONTROL - PHASE I
C-6.05 EROSION CONTROL - PHASE I
C-6.06 EROSION CONTROL - PHASE II
C-6.07 EROSION CONTROL - PHASE II
C-6.08 EROSION CONTROL - PHASE II
C-6.09 EROSION CONTROL - PHASE II
C-6.10 EROSION CONTROL - PHASE II
C-6.11 EROSION CONTROL - PHASE II
C-6.12 EROSION CONTROL - PHASE III
C-6.13 EROSION CONTROL - PHASE III
C-6.14 EROSION CONTROL - PHASE III
C-6.15 EROSION CONTROL - PHASE III
C-6.16 EROSION CONTROL - PHASE III
C-6.17 EROSION CONTROL - PHASE III
C-6.18 SEDIMENT DEVICE SIZING AND DRAINAGE AREAS
C-7.00 UTIITY DETAILS
C-7.01 UTILITY DETAILS
C-7.02 ROADWAY DETAILS
C-7.03 EROSION CONTROL DETAILS
C-7.04 EROSION CONTROL DETAILS
C-7.05 STORM WATER DETAILS
EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND CERTIFICATE OF COVERAGE(COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES (INCLUDINGTIMBERING AND DEMOLITION) OCCUR.
PHASE I
1. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OFCOVERAGE MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES(INCLUDING TIMBERING AND DEMOLITION) OCCUR.
2. POST SEDIMENTATION & EROSION CONTROL APPROVAL AT A CONSPICUOUSLOCATION AT THE PROJECT SITE.
3. CALL NCDEQ AT THE WILMINGTON REGIONAL OFFICE - LAND QUALITY SECTION(910-796-7215) TO SCHEDULE A PRE-CONSTRUCTION MEETING AT LEAST 48 HOURSPRIOR TO PROJECT ACTIVATION.4. CONSTRUCTION ACTIVITIES THAT HAVE AN E&SC PLAN APPROVED ON OR AFTERAPRIL 1, 2019 ARE REQUIRED TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICE OFINTENT (E-NOT) FORM. ALL CONSTRUCTION ACTIVITIES AREA REQUIRED TO FOLLOWTHE NEW NCG01 PERMIT REGARDLESS OF WHEN THEY ARE APPROVED.
5. EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OFCOVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIESOCCUR.6. IN ADDITION TO THE REQUIREMENTS OF THIS PLAN AND OUTLINED IN THE PROJECTSPECIFICATIONS, THE CONTRACTOR SHALL ADHERE TO THE LATEST NCDEQSEDIMENTATION AND EROSION CONTROL MANUAL FOR GUIDANCE ONCONSTRUCTION OF MEASURES REQUIRED BY THIS PLAN. CONTRACTOR SHALL ALSOADHERE TO THE SELF INSPECTION AND SELF REPORTING AND NPDES AS REQUIREDUNDER THE SEDIMENTATION POLLUTION CONTROL ACT AND NPDES STORMWATERPERMIT FOR CONSTRUCTION ACTIVITIES, NCG 010000. SEE PLAN SHEET.
7. A RAIN GAUGE WILL BE INSTALLED ON THE SITE, AND A WRITTEN RECORD OF DAILYRAINFALL AMOUNTS SHALL BE RETAINED AND MADE AVAILABLE TO DIVISION OFWATER QUALITY UPON REQUEST. AN APPROVED COPY OF THE E&SC PLAN WITHPLACARD & APPROVAL LETTER, AN APPROVED COPY OF NPDES PERMIT WITH AMINIMUM OF 30 DAYS OF SELF-INSPECTION REPORTS ARE TO BE KEPT ON SITE UNTILPROJECT CLOSURE.8. INSTALL CONSTRUCTION ENTRANCE AS INDICATED ON THE DRAWINGS.9. INSTALL ALL PERIMETER CONTROLS, SEDIMENT BASIN, CHECK DAMS, AND OUTLETPROTECTION AS INDICATED ON THE DRAWINGS.*NOTE: ES MEASURES ARE TO BE INSTALLED AT ANY AREAS USED FOR CONTRACTOREQUIPMENT STAGING, LAY DOWN/SPOIL/WASTE AREAS.10.STABILIZE ALL RUNOFF CONVEYANCE SYSTEMS AND INSTALL INLET PROTECTIONAND OUTLET PROTECTION AS INDICATED ON THE DRAWINGS.
11.ONCE THE TEMPORARY MEASURES HAVE BEEN INSTALLED, CONTACT THE STATEEROSION CONTROL FIELD ENGINEER REPRESENTATIVE TO REQUEST INSPECTION OFINSTALLED MEASURES PRIOR TO CONSTRUCTION CLEARING AND DEMOLITION.
12. AFTER THE STATE HAS CONDUCTED AN INSPECTION AND PROVIDED ANAUTHORIZATION TO PROCEED, THE REMAINING WORK MAY BEGIN.
PHASE II
1. BEGIN EARTHWORK/GRADING AS INDICATED ON THE DRAWINGS.2. STABILIZE DENUDED AREAS AND STOCKPILE AS SOON AS PRACTICAL.
3. STOCKPILES, LAYDOWN OR WASTE AREAS, CONCRETE WASHOUTS, PORTABLETOILETS, AND FUELS MUST BE LOCATED AT LEAST 50 FEET AWAY FROM ANYOPEN WATER CONVEYANCES, SUCH AS BASINS, DITCHES, STORM DRAIN INLETS,ETC. THE LOCATION OF THESE ACTIVITIES MAY BE FIELD ADJUSTED IF THEDISTANCE REQUIREMENTS ARE MET.
4. CULVERT INSTALLATION:
4.1. ALL CULVERT SECTIONS, BEDDING MATERIALS, RIPRAP, AND PUMPINGEQUIPMENT SPECIFIC TO CULVERT INSTALLATION SHALL BE LOCATED INDESIGNATED STABILIZED AREAS OUTSIDE OF BUFFER ZONES.4.2. CONSTRUCT TEMPORARY DIVERSION BERMS OR DIKES TO ISOLATE THE WORKAREA AND DIRECT UPSTREAM FLOW TO THE PUMP INTAKE LOCATION.
4.3. INSTALL A PUMP-AROUND SYSTEM, INCLUDING:
4.3.1. INTAKE SUMP WITH SEDIMENT FILTER OR ROCK CHECK.4.3.2. PRIMARY AND BACKUP PUMPS SIZED FOR PEAK BASE FLOW.
4.3.3. DISCHARGE LINE ROUTED DOWNSTREAM OF THE WORK AREA WITH ENERGYDISSIPATION (RIPRAP APRON OR OUTLET PROTECTION).
4.4. INSPECT AND TEST PUMP SYSTEM BEFORE EXCAVATION BEGINS.4.5. DURING ALL PUMPING OPERATIONS, MONITOR FLOW DURING ALL ACTIVECONSTRUCTION HOURS TO MAINTAIN DOWNSTREAM FLOW ATPRE-CONSTRUCTION LEVELS.
4.6. INSPECT DAILY FOR LEAKS, SEDIMENT DISCHARGE, OR EQUIPMENT FAILURE.MAINTAIN A BACKUP PUMP ON SITE.
4.7. BEGIN EXCAVATION WITHIN ISOLATED AREA TO THE REQUIRED CULVERT
SUBGRADE ELEVATION.
4.8. MAINTAIN STABLE SIDE SLOPES OR INSTALL SHORING AS NEEDED.
4.9. DEWATER EXCAVATION AS NECESSARY USING SUMP PUMPS WITH SEDIMENTFILTRATION.
4.10. INSTALL RIPRAP APRONS OR ENERGY DISSIPATORS AT INLET AND OUTLET PERDESIGN PLANS. ENSURE THAT OUTFLOW FROM CULVERTS ARE ROUTED TOSEDIMENT BASINS AS SPECIFIED ON THE CONSTRUCTION PLANS.
4.11. ONCE CULVERT IS INSTALLED AND SLOPES ARE STABILIZED, GRADUALLYDIVERT STREAM FLOW INTO THE NEW STRUCTURE.
4.12. REMOVE THE TEMPORARY PUMP-AROUND AND DIVERSION DIKES.
4.13. RESTORE DISTURBED AREAS TO FINAL GRADE AND STABILIZE IMMEDIATELY.
5. INSTALL WATER, ELECTRIC, AND OTHER PROPOSED UTILITIES AS INDICATED ONTHE DRAWINGS.
6. MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTIONOF THE BUILDING AND INSTALLATION OF UTILITIES. INSPECT DEVICES AFTEREVERY RAINFALL EVENT AND CLEAN BEHIND THE DEVICES WHEN HALF-FULL.REPAIR OR REPLACE ANY MEASURES NOT PERFORMING AS INTENDED.
7. ANY DEWATERING FOR ESC MAINTENANCE OR UTILITY/STORM TRENCHING TOBE DONE THROUGH A SILT BAG. ALL SILT BAGS ARE TO BE CONTINUOUSLYMONITORED DURING OPERATION.
8. ALL DITCHES WILL BE LINED TO THE TOP OF BANK.
9. ANY BARE SOILS BETWEEN DOWNSTREAM TOE OF BASIN OR DIVERSIONS ANDPERIMETER MEASURES IS TO BE IMMEDIATELY SEEDED, MULCHED, AND TACKEDAFTER INSTALLATION.
10. UPSTREAM AND DOWNSTREAM SEDIMENT BASIN SLOPES WILL BE COVEREDWITH A SUITABLE RECP IMMEDIATELY AFTER SEEDING.
11. ANY VEGETATION ALONG THE TOP OF DRAINAGE WAY WILL BE MAINTAINEDWITHOUT THE USE OF HEAVY EQUIPMENT. SILT FENCE WILL BE INSTALLEDALONG TOP OF BANK, AND THE STUMPS AND ROOT WADS WILL BE LEFT INPLACE UNTIL AN APPLICABLE CROSSING IS MADE AND DISTURBED SOILS AREPERMANENTLY STABILIZED.
12. ALL SEDIMENT CONTAINMENT DEVICES MUST BE MAINTAINED UNTIL ALLAREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF PERMANENTVEGETATION.
13. PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS AREPERMANENTLY STABILIZED. AFTER SITE IS PERMANENTLY STABILIZED, REMOVEALL TEMPORARY EROSION CONTROL MEASURES, AND PROVIDE PERMANENTSEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUNDCOVER IS NOT ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED ORCONVERTED TO PERMANENT SCMS UNTIL ALL UPLAND AREAS AREPERMANENTLY STABILIZED.
14. BEGIN PAVING AND INSTALL CURB AND/OR CURB AND GUTTER AS INDICATEDON THE DRAWINGS.
PHASE III1. BEGIN FINE GRADING OF SITE.
2. INSTALL PERMANENT SEEDING/SOD AS REQUIRED. COMPLY WITH THE GROUNDSTABILIZATION REQUIREMENTS AS PER PLANS AND SPECIFICATIONS. GROUNDSTABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST LANDDISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZEDWITHIN 7 CALENDAR DAYS. FOR CRITICAL AREAS, GROUND STABILIZATIONWILL BE APPLIED AT THE END OF THE DAY.
3. PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR90 CALENDAR DAYS, WHICHEVER IS SHORTER. HOWEVER, NPDES GROUNDCOVER REQUIREMENTS TAKE PRECEDENCE.
4. UPON COMPLETION OF FINAL CONSTRUCTION AND ONCE SITE IS 70% STABILIZED, REMOVE ANY ACCUMULATED SEDIMENT FROM SEDIMENT BASINSAND DIVERSION DITCHES.
5. REMOVE ANY ACCUMULATED SEDIMENT FROM STORM DRAINAGE STRUCTURES.
6. REMOVE ALL TEMPORARY MEASURES, AND RE-ESTABLISH GRADES. SEED ANDMULCH PER PLANS AND SPECIFICATIONS.
7. REQUEST AN INSPECTION BY THE ENGINEER AND CONTACT THE STATE EROSIONCONTROL FIELD ENGINEER REPRESENTATIVE TO REQUEST FINAL INSPECTION.
8. WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT NCDEQ TOCLOSE OUT, VIA INSPECTION REPORT; THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $120ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEENCLOSED OUT.
PHASED EROSION CONTROL SEQUENCE
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G-0.01
LVL
MMS
AMW
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
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Notify NC811 Three Full Working Days Before Digging
Dial 811 or 1-800-632-4949, or visit www.nc811.org
BUSINESS PARK ROAD TYPICAL SECTION
PAVEMENT SCHEDULE - FULL DEPTH ASPHALT
(WEDGING - USE FOR 6' OR LESS ASPHALT WIDTH)
C PROP. MIN. 3" ASPHALT SURFACE COURSE, TYPE S9.5C AT AN AVERAGE RATE OF336 LBS PER SQ. YD.
D PROP. MIN. 4" ASPHALT INTERMEDIATE COURSE, TYPE I19.0C AT AN AVERAGERATE OF 456 LBS PER SQ. YD.
E PROP. MIN. 4" B25.0C ASPHALT CONCRETE BASE COURSE AT AN AVERAGE RATE OF456 LBS PER SQ. YD.
T EARTH MATERIAL
NTS
12.5'VARIES VARIESVARIES
GR
A
S
S
S
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GR
A
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AS
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DR
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(
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)
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(
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4
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)
AS
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DR
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)
16" WATERMAIN
FUTURE NATURAL GAS
FUTURE FIBER OPTIC LINE
12.5'4'2'14'VARIES
(2) 6" CONDUITFOR UG ELECTRIC
ME
D
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(
G
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A
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S
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)
AS
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PAV
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(
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35' PERMANENTUTILITY/ACCESSEASEMENT
FUTURE 16" WATER MAIN 1' INSIDE R.O.W.(INSTALLED BY OTHERS)
GENERAL NOTES: 2024 SPECIFICATIONS EFFECTIVE: 01-2024 REVISED:
GRADE LINE:GRADING AND SURFACING: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
GRADING AND SURFACING OR RESURFACING AND WIDENING: THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE PLACED GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A PROPER TIE-IN.
SHOULDER CONSTRUCTION: ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01
SIDE ROADS: THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS INVOLVED.
BERM DITCHES: BERM DITCHES SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 240.01 AT LOCATIONS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
DRIVEWAYS: DRIVEWAYS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. 848.02 USING 3 FOOT RADII OR RADII AS SHOWN ON THE PLANS. LOCATIONS OF DRIVES WILL BE AS SHOWN ON THE PLANS OR AS DIRECTED BY THE ENGINEER.
SUBSURFACE PLANS: NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS.
UTILITIES: UTILITY OWNERS ON THIS PROJECT ARE CAPE FEAR, AT&T COMMUNICATIONS, DUKE ENERGY, PIEDMONT NATURAL GAS.
RIGHT-OF-WAY MARKERS: ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT.
NCDOT STANDARD NOTES
4'
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RIG
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4'VARIES VARIES
100'
VARIES
MIL
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2% 4% 8%
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9'
3:1 3:1
3:1 3:1
STA: 0+00.00 - 9+03.13HOLLY SHELTER ROAD TYPICAL SECTION
NTS
3:1 3:1 3:1 3:1
2% 4% 8% 2% 2% 2% 2% 4% 8% 2%
1'=
6
"
C
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VARIES
2%
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PROPOSED BUSINESS PARK ROADPROPOSED DESIGN SPEED: 40mphPROPOSED POSTED SPEED: 35mph
EXISTING HOLLY SHELTER ROADPROPOSED DESIGN SPEED: 60mphPROPOSED POSTED SPEED: 55mph
12" SANITARYSEWER FORCEMAIN
10" SANITARYSEWER GRAVITY MAIN
PAVEMENT SCHEDULE - ASPHALT OVER ABC
C PROP. MIN. 3" ASPHALT SURFACE COURSE, TYPE S9.5C AT AN AVERAGE RATE OF336 LBS PER SQ YD
D PROP. MIN. 4" ASPHALT INTERMEDIATE COURSE, TYPE I19.0C AT AN AVERAGERATE OF 456 LBS PER SQ YD.
J PROP. MIN. 8" ABC STONE BASE
T EARTH MATERIAL
1'PE
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30'
25' PERMANENTUTILITY/ACCESSEASEMENT
1'=
6
"
C
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1'MILL 1-1/2" DEEP 1' BEYONDULTIMATE CENTER
NOTES: 1. ALL GRASS SHOULDERS AND GRASS STRIPS TO HAVE 4" OF TOPSOIL. 2. MEDIAN TO HAVE 4" OF TOPSOIL IN GRASSED AREA.
R/W
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R/W
R/W
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R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W
R/W
R/W
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R/W
R/W
R/W
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R/W
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R/W
R/W
R/W
R/W R/W R/W R/W R/WR/WW R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WW
R/W R/W R/W R/W
R/WWR/W/W
R/WWR/
R/WWW/W
/WW/
R/WW
R/WR/R/WR/W
R/WRR/WR/WWWWWWWW
R/W/W
RR/R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
PBPB
R/W
R/W
PR. DRAINAGE AREA 134.49 AC
PR. DRAINAGE AREA 378.48 AC
PR. DRAINAGE AREA 421.23 AC
PR. DRAINAGE AREA 618.64 AC
PR. DRAINAGE AREA 8
17.44 AC
PR. DRAINAGE AREA 713.28 AC
PR. DRAINAGE AREA
1A0.89 AC
0.34 AC - IMP0.55 AC- LAWN
PR. DRAINAGE AREA 8A
0.89 AC0.34 AC - IMP0.55 AC- LAWN
PR. DRAINAGE AREA
3A1.45 AC
0.61 AC - IMP0.84 AC- LAWN
PR. DRAINAGE AREA 6A
1.45 AC0.61 AC - IMP0.84 AC- LAWN
PR. DRAINAGE AREA 4A0.82 AC
0.25 AC - IMP0.57 AC- LAWN
PR. DRAINAGE AREA 5A0.82 AC
0.25 AC - IMP0.57 AC- LAWN
PR. DRAINAGE AREA 3B
13.70 AC
PROPOSED BUSINESS PARK
ROAD
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G-0.04
LVL
MMS
AMW
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
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C-1.00C-2.00C-4.00
C-1.00C-2.01C-4.00
C-1.01C-2.02C-4.01
C-1.01C-2.03C-4.01
C-1.02C-2.04C-4.02
C-1.02C-2.05C-4.02
C-1.03C-2.06C-4.03
C-1.03C-2.07C-4.03
C-2.08
0 50' 100' 200'
SCALE: 1"=100'HORZ.
EQUIPMENTANDSTAGINGAREA
FUTURE ROADWAY EXTENSIONAND GRADING (BY OTHERS)
R/W
R/W
R/W
R/W
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R/W
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R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W
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R/W
R/W
R/W
R/W
R/WR/R/WR/W
R/WRR/WR/WWWWWWWW
W
FM FM FM SSSSSSSSSS
SS
W
W W
SSSS
E E E E E E E E E E E E E E E E E
E E
E E E E E E E E E E E E E E E E E
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WWWWFM
R/W/W
RR/R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
PBPB
30'
5'
25'10'
35'
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD/TCE
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD/TCE
LOD/TCE LOD/TCE LOD/TCE
LOD/TCE
LOD
/
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LOD/TCE
PDE
PDE
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PDE
LOD
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LO
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PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
LOD/TCE
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
PUE PUE PU
E
PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE PUE
PUE PUE
PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE PUE/PAE
PUE/PAE
LOD
LO
D
LOD
LOD
LO
D
LO
D
PDE
PDE
R/W
R/W
68
'
88
'
PUEPUEUEPUPUEPUEEEEUUEEUEPUEPUEPUE/PAPU/PAAPUE/PAPUE/PAAPA/PPUE LOD/TCEOD/OD/T/TCELOD/TLOLOLOLOODODLOD/T/TLOD/TLOOTCETCTCETCETCETCETCETCE
PROPOSED BUSINESS PARK
ROAD
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LVL
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AMW
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
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C-1.00C-2.00C-4.00
C-1.00C-2.01C-4.00
C-1.01C-2.02C-4.01
C-1.01C-2.03C-4.01
C-1.02C-2.04C-4.02
C-1.02C-2.05C-4.02
C-1.03C-2.06C-4.03
C-1.03C-2.07C-4.03
C-2.08
0 50' 100' 200'
SCALE: 1"=100'HORZ.
EQUIPMENTANDSTAGINGAREA
EASEMENT LEGEND LIMITS OF DISTURBANCE/TEMPORARY CONSTRUCTION EASEMENT
PERMANENT DRAINAGE EASEMENT
PERMANENT UTILITY EASEMENT & PERMANENT ACCESS EASEMENT
PERMANENT UTILITY EASEMENT
LIMITS OF DISTURBANCE
LOD/TCE
PDE
PUE
LOD
PUE/PAE
FUTURE ROADWAY EXTENSIONAND GRADING (BY OTHERS)
RB Z2 RB Z2
RB Z2
RB Z2
RB
Z
2
RB
Z
2
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
FM
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
WL
16
20
24
28
32
36
40
-1+00 0+00 1+00 2+00
-1+00 0+00 1+00 2+0
X
R/W
R/
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
W
R/W
HOLLY SH
E
L
T
E
R
R
O
A
D
(SR-1002)
FM
FMF
R/WR/WR/W R/WWLWL
R/WWLWL
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
W
LOT 3- 11.3 AC
BLDG. SQ.FT. 60,300
LOT 3- 11.3 AC
BLDG. SQ.FT.67,600
LOT 1- 19.8 AC
BLDG. SQ.FT. 321,900
LOT 2- 30.1 AC
BLDG. SQ.FT. 321,900
LOT 7- 28.9 AC
BLDG. SQ.FT. 90,000
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
W
R/W
R/W
R/W
R/W
R/W
R/
W
R/
W
R/W
R/W
R/
W
R/
W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/
W
R/W
R/
W
R/W
R/
W
R/
W
R/W
R/W
R/W
R/W
LOT 4- 11.7 AC
BLDG. SQ.FT.90,000
LOT 6 - 21.4 AC
BLDG. SQ.FT. 120,000
ADDITIONAL210,000 SQ.FT.
LOT 10- 98.1 AC
BLDG. SQ.FT. 1,000,000
FM
FM
FM
FM
FM
FM
FM
FMR/WMMR/WR/W
R/WFMFMWR/W
R/WR/WFMFMR/W
R/WR/WR/W
R/WR/R/R/WR/W
R/WR/WR/W
R/WR/WR/W
R/WWR/W R/W
R/W
R/W
R/W
R/WR/WW
R/W
WLWL
WLWL
WLWL
WLWWWL
WLR/RR/WW
WLR/WR/W
R
RB
Z
2
Z2
RB ZRR/WR/WR/R/
FMMM
R/WR/WR/
R/WR/WR/W
R/W
R/W
R/W
WLWL
WLWL
R/W/WR/W R/WWLWLRR
RB
Z
2
/WWW/WWW
R/WR/W
R/WR/W
WWW
R/WR/WR//R
R/WR/WRRR/R/
2 RB Z
RB Z2
R/
W
R/
W
R/
W
R/
W
WW
WW
R/
W
R/
W
R/WR/WWWWW
R/WR/WR/WR/WW
R/WR/W
R/WR/WRRRR
FMMM
FM R/WR/WR/
R/WR/R/WR/W
R/W
R/W
WLWR/WR/W
WLR/R/
W
R/WR/W
R/WR/WRRR/WR/W
Z2Z22BZ2
R/WR/W
WWLWLWLWL
WWLWLWLWL
WWWLWLWLWL
WWLWLWLWL
WWLWLWLW
WWWWLWLWWWWWL
/WWR/WR/WLWLR/WR/WR/WR/WR/WR/R/R/
WRRWLWLR/WR/WR/R/
WR/RWWWWR/R/RR
WWWLWLWWRRRR
WWWLWLWLWLWWWWW
LOT 3- 11.3 ACAC
BLDG. SQ.FT. 60,300BLDG.
LOT 3- 11.3 ACAC
BLDG. SQ.FT.DG. 67,600
LOT 1- 19.8 ACAC
BLDG. SQ.FT. 321,900BLDG.
LOT 2- 30.1 ACAC
BLDG. SQ.FT. 321,900BLDG.
LOT 7- 28.9 ACAC
BLDG. SQ.FT. 90,000BLDG.
R/W
R/W
R/W R/W
R/W
R/W
R/W
W R/W
R/W
/WWWW
R/W
R/W
R/W
R/W
R/W
R/
W
R/W
RR/WR/WR/WWRRWWWWWWWRRRR
R/W
R/WR
R/W
/W
R/
W
R/
R/
W
R/W
R/W
R/
W
R/
W
R/W
R/W
R/W
R/W
/WR/W
R/W
R/R/WR/
R/W
R/W
R/W
R/
W
R/W
W
R/
W
R/W
WWW
R/
W
R/W
R/W
R//WR/W
R/WR//W/
LOT 6 - 21.4 ACAC
BLDG. SQ.FT. 120,000BLDG.
ADDITIONALONAL210,000 SQ.FT.210,00
LOT 10- 98.1 ACAC
BLDG. SQ.FT. 1,000,000BLDG. S
R//
AC1.7 ACAC
Q.FT.00
LOT 8- 33.1 AC
BLDG. SQ.FT.500,000
LOT 9 - 24.2 AC
BLDG. SQ.FT.150,000
LOT 5- 26.5 AC
BLDG. SQ.FT. 112,000
LOT 9 - 24.2 AC
BLDG. SQ.FT.150,000
LOT 9 - 24.2 AC
BLDG. SQ.FT.200,000
LOT 4- 11
DG. SQBLDG. DG. 90,00
R/WWL/W/WL
R/WR/W
/WWWLWL/W/W/W/W
PROPOSEDSEWERPUMPSTATION
PR
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G-0.06
LVL
MMS
AMW
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
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WETLANDS (TYP)
RELATIVELYPERMANENTWATER (TYP)
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
R/R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL
LOD
/
T
C
E
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
0+00 1+00 2+00 3+00 4+00 5+0MILL 1-1/2" DEEP
SAW CUT AND REMOVE EX. PAVEMENT
EX. HOLLY SHELTERROAD CENTER LINE N224515.11E2347019.68
10
'
5'5'5
0100'0001000
HOLLY SHELTER ROAD
(SR-1002)
FOC FOC FOC FOC FOC FOC FOC FOC FOC O
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC FOC
OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHE OHEFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFMFM
R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL WL
FM
FM
FM
LO
D
/
T
C
E
LOD
/
T
C
E
LO
D
/
T
C
E
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
LOD
9+60.77
+00 6+00 7+00 8+00 9+00
EXI
S
T
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G
T
I
M
B
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R
D
R
I
V
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(G
R
A
V
E
L
/
S
O
I
L
)
(TO BE REMOVED)
PRO
P
.
B
U
S
I
FMFMFM
HOLLY SHELTER ROAD
(SR-1002)
100' FUTURE RIGHT-OF-WAYMB:72 PG:357
10'
5'
T:\
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0 10' 20' 40'
SCALE: 1"=20'HORZ.
LVL
MMS
AMW
C-1.00
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINALDRAWINGFOR REVIEWPURPOSES ONLYNOT RELEASED FORCONSTRUCTION
MA
T
C
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L
I
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0
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+
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0
.
0
0
NOTE:
TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE.
EXISTING SWING FENCETO BE REMOVED
MILL 1-1/2" DEEP TOPROVIDE STAGGERED JOINT
SAW CUT AND REMOVE EX. PAVEMENT
(RPW) RELATIVELY PERMANENT WATER (TYP)
LEGEND:
MILL PAVEMENT
SAWCUT AND REMOVE PAVEMENT
TREE LINE TO BE REMOVED
FO
C
FO
C
FO
C
FOC
FOC
FOC
FOC
OC
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FOC
FOC
FOC
FOC
FOC
FOC
F
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
OH
E
OH
E
OH
E
OH
E
OH
E
OH
E
FM
FM
FM
FM
FM
FM
FM
R/W
R/W
R/W
R/W
R/W
R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W
R/W
R/W
R/W
R/W
R/W
R/W
WL
WL
WL
WL
WL
WL
WL
FMFMFM
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD
LOD
LO
D
LO
D
LOD
8+
0
0
9+
0
0
0+00 1+00 2+00
3+00 4+00 5+00
BP
:
0
+
0
0
.
0
0
PI:
1
+
9
8
.
7
8
PI
:
2
+
2
5
.
2
5
PI:
3
+
0
0
.
5
3
EXISTING TIMBER DRIVE(GRAVEL / SOIL)
EXISTING TIMBER DRIVE(GRAVEL / SOIL)
(TO BE REMOVED)
(TO BE REMOVED)
(TO
B
E
R
E
M
O
V
E
D
)
(RPW) RELATIVELY PERMANENT WATER (TYP)
PROP. BUSINESS PARK ROADCENTER LINE0000000
BP
:
0
0+0
0
0000
FMFM
00+0
BBPP:P
000+00000000000
FMFFM
+++++
100
'
F
U
T
U
R
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R
I
G
H
T
-
O
F
-
W
A
Y
MB:
7
2
P
G
:
3
5
7
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W R/W
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
6+00 7+00 8+00 9+00
(TO BE REMOVED)
(TO BE REMOVED)
(TO BE REMOVED)10
0
'
F
U
T
U
R
E
R
I
G
H
T
-
O
F
-
W
A
Y
MB
:
7
2
P
G
:
3
5
7
EXISTING TIMBER DRIVE(GRAVEL / SOIL)
PROP. BUSINESS PARK ROADCENTER LINE
T:\
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MEMORANDUM
To: New Hanover County Technical Review Committee
Date: December 2, 2025
Subject: Holly Shelter Road
NCDOT Projects:
• N/A
WMPO 2050 MTP Projects:
• N/A
New Hanover County Projects:
• N/A
TIA: A TIA for Holly Shelter Industrial Park was approved by the WMPO on November 11, 2024.
All improvements outlined in the approved TIA are required. Please reach out to Caitlin Cerza
(Caitlin.Cerza@wilmingtonnc.gov), the WMPO’s Transportation Planning Engineer, if any
questions arise related to the TIA. The TIA approval with conditions letter will be attached to
these comments.
November 11, 2024 Ms. Erin Govea, PE
DAVENPORT
1426 Navaho Trail, Suite 108
Wilmington, NC 28409 RE: Approval with conditions for the Traffic Impact Analysis (TIA) associated with the Holly Shelter Industrial Park development in New Hanover County, NC Dear Ms. Govea, The WMPO has coordinated the review of the Holly Shelter Industrial Park TIA (sealed October 8, 2024)
by NCDOT and New Hanover County Staff. Based on the information provided and conversations held to date,
it is our understanding that the proposed development will be built in four (4) phases and will consist of:
Phase 1 (build year 2026):
• ITE Land Use Code 130 – 281,250 SF Industrial Park
• ITE Land Use Code 140 – 281,250 SF Manufacturing
Phase 2 (build year 2031):
• ITE Land Use Code 130 – 792,750 SF Industrial Park
• ITE Land Use Code 140 – 792,750 SF Manufacturing
Phase 3 (build year 2036):
• ITE Land Use Code 130 – 895,250 SF Industrial Park
• ITE Land Use Code 140 – 895,250 SF Manufacturing
Full Build (build year 2041)
• ITE Land Use Code 130 – 1,195,250 SF Industrial Park
• ITE Land Use Code 140 – 1,195,250 SF Manufacturing
The following improvements are required for this development:
Approval with Conditions for the Holly Shelter Industrial Park Traffic Impact Analysis – New Hanover
Page 2 of 4
SR 1002 (Holly Shelter Road) at I-40 Eastbound Ramps (future signalized intersection)
Phase 1
• No improvements are required.
Phase 2
• Signalize the intersection if this improvement has not already been performed by others.
• Optimize signal timings.
• Extend the northbound right turn lane to provide 350 feet of full width storage and appropriate
deceleration and taper lengths.
Phase 3
• No further improvements are required.
Full Build
• No further improvements are required.
SR 1002 (Holly Shelter Road) at I-40 Westbound Ramps (future signalized intersection)
Phase 1
• Extend the northbound right turn lane to provide 400 feet of full width storage and appropriate
deceleration and taper lengths.
Phase 2
• Signalize the intersection if this improvement has not already been performed by others.
Phase 3
• No further improvements are required.
Full Build
• No further improvements are required.
SR 1002 (Holly Shelter Road) at Site Access 1 (proposed signalized intersection)
Phase 1
• Construct the northbound approach with one (1) ingress lane and two (2) egress lanes, striped as an
exclusive left turn lane and an exclusive right turn lane.
• Provide stop control for the northbound approach.
• Provide an internal protected stem of 250 feet, as measured from the right-of-way line.
• Construct an eastbound right turn lane with 300 feet of full width storage and appropriate deceleration
and taper lengths.
Approval with Conditions for the Holly Shelter Industrial Park Traffic Impact Analysis – New Hanover
Page 3 of 4
Phase 2
• Signalize the intersection.
• Restripe the northbound approach as an exclusive left turn lane and a shared left/right turn lane.
• Construct a second receiving lane on westbound Holly Shelter with 2,000 feet of full width storage and
appropriate taper.
• Construct a westbound left turn lane with 100 feet of full width storage and appropriate deceleration
and taper lengths.
Phase 3
• No further improvements are required.
Full Build
• No further improvements are required.
SR 1002 (Holly Shelter Road) at Site Access 2 (proposed stop-controlled intersection)
Phase 2
• Construct the northbound approach with one (1) ingress lane and one (1) egress lane.
• Provide stop control for the northbound approach.
• Provide an internal protected stem of 125 feet, as measured from the right-of-way line.
• Construct an eastbound right turn lane with 100 feet of full width storage and appropriate deceleration
and taper lengths.
Phase 3
• No additional improvements are required in this phase.
Full Build
• The applicant is to monitor this intersection for signalization and perform a signal warrant analysis six
(6) months to one (1) year after full build out.
• Provide signalization if/when warranted.
SR 1002 (Holly Shelter Road) at Site Access 3 (proposed right-in/right-out stop-controlled intersection)
Phase 3
• Construct the northbound approach as a right-in/right-out driveway with one (1) ingress lane and one
(1) egress lane.
• Provide stop control for the northbound approach.
• Provide an internal protected stem of 50 feet, as measured from the right-of-way line.
• Construct an eastbound deceleration lane with 50 feet of full width storage and a 200-foot taper.
Approval with Conditions for the Holly Shelter Industrial Park Traffic Impact Analysis – New Hanover
Page 4 of 4
Full Build
• No further improvements are required.
If changes are made to the proposed site driveways and/or land uses, the current trip distribution may need to
be modified and would require a revised Traffic Impact Analysis to be submitted for review by the NCDOT,
WMPO, and New Hanover County, in which instance this approval would become null and void.
The applicant is required to obtain all applicable New Hanover County and NCDOT permits for access to the
road network. A copy of this TIA approval shall be included with any NCDOT driveway permit application. All
applicable NCDOT and New Hanover County technical standards and policies shall apply.
Please contact me at (910) 341-7890 with any questions regarding this approval.
Sincerely,
Abby Lorenzo, MPA Deputy Director Wilmington Urban Area MPO
Ec: Ben Hughes, PE, District Engineer, NCDOT
Jon Roan, Deputy District Engineer, NCDOT
Michael Bass, Assistant District Engineer, NCDOT
Frank Mike, Assistant District Engineer, NCDOT
Madi Lee, PE, Development Review Engineer, NCDOT
Stonewall Mathis, PE, Division Traffic Engineer, NCDOT
Bryce Cox, Assistant Traffic Engineer, NCDOT
Nick Drees, Engineering Specialist, NCDOT
Robert Farrell, Development Review Supervisor, New Hanover County
Zach Dickerson, Development Review Senior Planner, New Hanover County
Bill McDow, Associate Planner, WMPO