HomeMy WebLinkAboutPlan Set 1-10Edge of Asphalt PavementEdge of Asphalt Pavement
Edge of Asphalt PavementEdge of Asphalt Pavement
Edge of Asphalt PavementEdge of Asphalt Pavement
Edge of Asphalt PavementEdge of Asphalt Pavement
CP-10PBPB
Edge of Asphalt PavementEdge of Asphalt Pavement
Edge of Asphalt PavementEdge of Asphalt Pavement
Edge of Asphalt PavementEdge of Asphalt Pavement
Edge of Asphalt PavementEdge of Asphalt Pavement
9+60.77
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PBPB
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120 North Boylan Avenue · Raleigh, NC 27603-1423
(919) 828-0531 · thewootencompany.com
License 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, CHAIR
LEANN PIERCE, VICE-CHAIR
DANE SCALISE
STEPHANIE WALKER
ROB ZAPPLE
VICINITY MAP
NORTHE
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INTERSTATE
INTERSTATE
INTERSTATE
INTERSTATE
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JOHN JAY
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MARTIN LUT
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PROJECT LOCATION
REVISIONS
FINAL DRAWING
FOR REVIEW PURPOSES ONLY
NOT RELEASED FOR CONSTRUCTIONHOLLY SHELTER ROAD BUSINESS PARK
ROADWAY INFRASTRUCTURE IMPROVEMENTS - PHASE 1
SITE DATA TABLE:
SITE ADDRESS:
LAT: N034.3620
LONG: W077.8476
EXISTING PARCEL ZONING:
I-2-INDUSTRIAL DISTRICT
ADJACENT PARCEL ZONING:
I-2-INDUSTRIAL DISTRICT
PARCEL ID's
R01200-002-001-000
R01200-002-009-000
R01200-002-012-000
R01200-002-011-000
R01200-002-010-000
OWNER INFO:
SIDBURY LAND & TIMBER LLC
1201 GLEN MEADE RD, WILMINGTON, NC 28401
HILL@CAMERONCO.COM
(910) 512-3263
ENGINEER:
THE WOOTEN COMPANY
120 N BOYLAN AVE, RALEIGH, NC 27603
ANASTASIA M. WADSWORTH - ENGINEER
MATTHEW M. SORRENTINO - SITE DESIGNER
AWADSWORTH@THEWOOTENCOMPANY.COM
MSORRENTINO@THEWOOTENCOMPANY.COM
(919) 828-0531
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G-0.01
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 WORKS
ASSOCIATION
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
D DEPTH
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 OF
PAVEMENT
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
S SOUTH
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 Existing Features FONT STYLE INDICATES DESIGN FEATURES
SURVEY
CODE Existing 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 Existing 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 Existing PROPOSED
CABLE TV CABLE CTV
CABLE TV HAND HOLE CHH
CABLE TV PEDESTAL CPED
UNDERGROUND ELECTRICAL
CABLE 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
TELECOMMUNICATIONS
MANHOLE TMH
TELEPHONE CABLE COM
TELEPHONE HAND HOLE THH
TELEPHONE PEDESTAL TPED
TRAFFIC SIGNAL BOX TFCB
TRAFFIC SIGNAL POLE TFCP
TRANSFORMER TRNS
UTILITY MARKER / WARNING
POST WIT
UTILITY POLE UP
CTV CTV
UGE UGE
OHE OHE
FOC FOC
G G
_"G
COM COM
COM COMEASEMENTS
Existing 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 CONSTRUCTION
EASEMENT TCE
WATER EASEMENT WLE
PERMANENT ACCESS
EASEMENT PAE
AE AE
SDE PDE
UE PUE
RW
RRW
SSE SSE
TCE
WLE WLE
EROSION CONTROL
CODE Existing 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 CONSTRUCTION
EASEMENT
LIMITS OF DISTURBANCE @
TEMPORARY CONSTRUCTION
ACCESS
RIPARIAN BUFFER - ZONE 1 RBZ1
RIPARIAN BUFFER - ZONE 2 RBZ2
SILT FENCE SF
SILT FENCE OUTLET SFOLT
SILT FENCE / TREE PROTECTION
FENCE 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
RBZ1
RBZ2
SF SF
SF/TPF
SSF
TPF
WB
SITE
CODE Existing 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 FWL
STORM DRAINAGE
CODE Existing PROPOSED
CATCH BASIN / COMBINATION
INLET CB
CURB INLET CI
DROP INLET DI
FLARED END SECTION FES
JUNCTION BOX JB
DRAINAGE MANHOLE SDMH
STORM DRAINAGE PIPE
SEWER
CODE Existing PROPOSED
AIR RELEASE VALVE IN
MANHOLE (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 FM
__"FM
SS SS
_" SS
VEGETATION
CODE Existing 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 Existing PROPOSED
AIR RELEASE VALVE IN
MANHOLE 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 WL
_" WL
OTHER
CODE Existing 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
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
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Notify NC811 Three Full Working Days Before Digging
Dial 811 or 1-800-632-4949, or visit www.nc811.org
F
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PAE PAE
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G-0.02
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
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5
GENERAL NOTES
1)IN ACCORDANCE WITH NORTH CAROLINA STATE LAW, ALL NECESSARY PERMITS AND ENCROACHMENTS SHALL BE OBTAINED PRIOR TO COMMENCEMENT OF
CONSTRUCTION ACTIVITIES.
2)THROUGHOUT THE DURATION OF THE PROJECT THE CONTRACTOR SHALL MAINTAIN, ON THE PROJECT SITE, A COMPLETE SET OF APPROVED CONSTRUCTION
PLANS 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 WELL
AS 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 GPS
METHODS HOLDING NCGS MONUMENT "INN" AS A FIXED VERTICAL REFERENCE STATION (ELEV = 263.605 M). THE VERTICAL ERROR AFTER ADJUSTMENT IS
0.002M 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 LINES
OF 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 BE
RELOCATED BY RESPECTIVE UTILITY COMPANIES PRIOR TO COMMENCING CONSTRUCTION. COORDINATE WITH UTILITY OWNER TO VERIFY UTILITY
REALIGNMENT/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 IN
PERMANENT 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 EXISTING
UTILITIES AT LEAST 3 DAYS PRIOR TO COMMENCING CONSTRUCTION ACTIVITY IN ACCORDANCE W/ ALL CURRENT 811 REQUIREMENTS. CONTRACTOR
RESPONSIBLE FOR VERIFYING EXACT LOCATION OF THESE EXISTING UTILITIES. THE COST TO REPAIR THESE FACILITIES, IF DAMAGED, SHALL BE THE
RESPONSIBILITY OF THE CONTRACTOR.
10)SUPPORT EXISTING POLES, FENCES, CULVERTS, PAVEMENT, UTILITIES, CURBING, AND OTHER STRUCTURES DURING CONSTRUCTION. RESTORE DAMAGED
ITEMS 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'S
RESPONSIBILITY 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 THE
CONTRACTOR, 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 SERVICE
INTERRUPTED BY THE CONTRACTOR SHALL BE RETURNED TO SERVICE BEFORE THE END OF THE WORKING DAY. CONTRACTOR SHALL MAINTAIN ACCESS FOR
VEHICULAR 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 MINIMUM
TRAFFIC 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 HIS
WORK. UNLESS SPECIFICALLY WAIVED BY THE PUBLIC WORKS DEPARTMENT, PROVISIONS SHALL BE MADE TO MAINTAIN VEHICULAR TRAFFIC ON ALL
STREETS 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 SHALL
BE REPAIRED THE SAME DAY WITH TEMPORARY OR PERMANENT PATCHES. ONCE WORK HAS BEEN COMPLETED, TEMPORARY PATCHES SHALL BE REPLACED
WITH PERMANENT PATCHES. PAVEMENT CUTS WITHIN NCDOT RIGHT OF WAY SHALL NOT BE PERFORMED WITHOUT APPROVED ENCROACHMENT PERMITS ON
SITE 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 2,135,000
SFT 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 SHALL
EXTEND BEYOND THESE LIMITS. IF ADDITIONAL LAND IS REQUIRED FOR BORROW OR WASTE, MATERIAL LAY-DOWN, OR STAGING AREAS, THEN THE
CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING THESE LANDS AND ADDITIONAL EROSION CONTROL PERMIT FOR ANY OFFSITE STAGING OR
STOCKPILE 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 FOR
SITE 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 AS
DIRECTED 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 UTILIZED
AT 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 SEDIMENTATION
CONTROL MEASURES SHALL BE KEPT IN OPERABLE CONDITION UNTIL A STAND OF GRASS IS ESTABLISHED AND THE AREA IS CAPABLE OF RESISTING
EROSION BY WIND AND RAIN. THE CONTRACTOR SHALL INSPECT ALL SILT FENCE AND ROCK CHECK DAMS AT LEAST WEEKLY AND IMMEDIATELY AFTER
RAINFALL WHICH RESULTS IN STORMWATER FLOW INTO DITCHES. UPON STABILIZATION OF THE SEEDED AREAS, THE CONTRACTOR SHALL REMOVE SILT
FENCE, 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.
Notify NC811 Three Full Working Days Before Digging
Dial 811 or 1-800-632-4949, or visit www.nc811.org
CAPE FEAR PUBLIC UTILITY AUTHORITY STANDARD NOTES:
1.ALL INDIVIDUALS ENGAGED IN CFPUA PROJECTS MUST ADHERE TO CFPUA TECHNICAL STANDARDS, WHICH ENCOMPASS SPECIFICATIONS, STANDARD
DETAILS, THE DESIGN GUIDE MANUAL, AND THE MATERIAL SPECIFICATION MANUAL. THESE DOCUMENTS PROVIDE ESSENTIAL REQUIREMENTS FOR
MATERIALS, CONSTRUCTION METHODS, AND DESIGN PRINCIPLES. AN UNDERSTANDING OF THE ABOVE-MENTIONED RESOURCES IS REQUIRED TO AVOID
NON-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 (INCLUDING
TIMBERING AND DEMOLITION) OCCUR.
PHASE I
1.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF
COVERAGE MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES
(INCLUDING TIMBERING AND DEMOLITION) OCCUR.
2.POST SEDIMENTATION & EROSION CONTROL APPROVAL AT A CONSPICUOUS
LOCATION 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 HOURS
PRIOR TO PROJECT ACTIVATION.
4.CONSTRUCTION ACTIVITIES THAT HAVE AN E&SC PLAN APPROVED ON OR AFTER
APRIL 1, 2019 ARE REQUIRED TO FILL OUT AND SUBMIT AN ELECTRONIC NOTICE OF
INTENT (E-NOT) FORM. ALL CONSTRUCTION ACTIVITIES AREA REQUIRED TO FOLLOW
THE NEW NCG01 PERMIT REGARDLESS OF WHEN THEY ARE APPROVED.
5.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND A CERTIFICATE OF
COVERAGE (COC) MUST BE OBTAINED BEFORE ANY LAND DISTURBING ACTIVITIES
OCCUR.
6.IN ADDITION TO THE REQUIREMENTS OF THIS PLAN AND OUTLINED IN THE PROJECT
SPECIFICATIONS, THE CONTRACTOR SHALL ADHERE TO THE LATEST NCDEQ
SEDIMENTATION AND EROSION CONTROL MANUAL FOR GUIDANCE ON
CONSTRUCTION OF MEASURES REQUIRED BY THIS PLAN. CONTRACTOR SHALL ALSO
ADHERE TO THE SELF INSPECTION AND SELF REPORTING AND NPDES AS REQUIRED
UNDER THE SEDIMENTATION POLLUTION CONTROL ACT AND NPDES STORMWATER
PERMIT FOR CONSTRUCTION ACTIVITIES, NCG 010000. SEE PLAN SHEET.
7.A RAIN GAUGE WILL BE INSTALLED ON THE SITE, AND A WRITTEN RECORD OF DAILY
RAINFALL AMOUNTS SHALL BE RETAINED AND MADE AVAILABLE TO DIVISION OF
WATER QUALITY UPON REQUEST. AN APPROVED COPY OF THE E&SC PLAN WITH
PLACARD & APPROVAL LETTER, AN APPROVED COPY OF NPDES PERMIT WITH A
MINIMUM OF 30 DAYS OF SELF-INSPECTION REPORTS ARE TO BE KEPT ON SITE UNTIL
PROJECT CLOSURE.
8.INSTALL CONSTRUCTION ENTRANCE AS INDICATED ON THE DRAWINGS.
9.INSTALL ALL PERIMETER CONTROLS, SEDIMENT BASIN, CHECK DAMS, AND OUTLET
PROTECTION AS INDICATED ON THE DRAWINGS.
*NOTE: ES MEASURES ARE TO BE INSTALLED AT ANY AREAS USED FOR CONTRACTOR
EQUIPMENT STAGING, LAY DOWN/SPOIL/WASTE AREAS.
10.STABILIZE ALL RUNOFF CONVEYANCE SYSTEMS AND INSTALL INLET PROTECTION
AND OUTLET PROTECTION AS INDICATED ON THE DRAWINGS.
11.ONCE THE TEMPORARY MEASURES HAVE BEEN INSTALLED, CONTACT THE STATE
EROSION CONTROL FIELD ENGINEER REPRESENTATIVE TO REQUEST INSPECTION OF
INSTALLED MEASURES PRIOR TO CONSTRUCTION CLEARING AND DEMOLITION.
12.AFTER THE STATE HAS CONDUCTED AN INSPECTION AND PROVIDED AN
AUTHORIZATION 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, PORTABLE
TOILETS, AND FUELS MUST BE LOCATED AT LEAST 50 FEET AWAY FROM ANY
OPEN WATER CONVEYANCES, SUCH AS BASINS, DITCHES, STORM DRAIN INLETS,
ETC. THE LOCATION OF THESE ACTIVITIES MAY BE FIELD ADJUSTED IF THE
DISTANCE REQUIREMENTS ARE MET.
4.CULVERT INSTALLATION:
4.1.ALL CULVERT SECTIONS, BEDDING MATERIALS, RIPRAP, AND PUMPING
EQUIPMENT SPECIFIC TO CULVERT INSTALLATION SHALL BE LOCATED IN
DESIGNATED STABILIZED AREAS OUTSIDE OF BUFFER ZONES.
4.2.CONSTRUCT TEMPORARY DIVERSION BERMS OR DIKES TO ISOLATE THE WORK
AREA 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 ENERGY
DISSIPATION (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 ACTIVE
CONSTRUCTION HOURS TO MAINTAIN DOWNSTREAM FLOW AT
PRE-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 SEDIMENT
FILTRATION.
4.10.INSTALL RIPRAP APRONS OR ENERGY DISSIPATORS AT INLET AND OUTLET PER
DESIGN PLANS. ENSURE THAT OUTFLOW FROM CULVERTS ARE ROUTED TO
SEDIMENT BASINS AS SPECIFIED ON THE CONSTRUCTION PLANS.
4.11.ONCE CULVERT IS INSTALLED AND SLOPES ARE STABILIZED, GRADUALLY
DIVERT 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 ON
THE DRAWINGS.
6.MAINTAIN EROSION CONTROL DEVICES AS NECESSARY DURING CONSTRUCTION
OF THE BUILDING AND INSTALLATION OF UTILITIES. INSPECT DEVICES AFTER
EVERY 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 TO
BE DONE THROUGH A SILT BAG. ALL SILT BAGS ARE TO BE CONTINUOUSLY
MONITORED DURING OPERATION.
8.ALL DITCHES WILL BE LINED TO THE TOP OF BANK.
9.ANY BARE SOILS BETWEEN DOWNSTREAM TOE OF BASIN OR DIVERSIONS AND
PERIMETER MEASURES IS TO BE IMMEDIATELY SEEDED, MULCHED, AND TACKED
AFTER INSTALLATION.
10.UPSTREAM AND DOWNSTREAM SEDIMENT BASIN SLOPES WILL BE COVERED
WITH A SUITABLE RECP IMMEDIATELY AFTER SEEDING.
11.ANY VEGETATION ALONG THE TOP OF DRAINAGE WAY WILL BE MAINTAINED
WITHOUT THE USE OF HEAVY EQUIPMENT. SILT FENCE WILL BE INSTALLED
ALONG TOP OF BANK, AND THE STUMPS AND ROOT WADS WILL BE LEFT IN
PLACE UNTIL AN APPLICABLE CROSSING IS MADE AND DISTURBED SOILS ARE
PERMANENTLY STABILIZED.
12.ALL SEDIMENT CONTAINMENT DEVICES MUST BE MAINTAINED UNTIL ALL
AREAS HAVE BEEN STABILIZED WITH THE ESTABLISHMENT OF PERMANENT
VEGETATION.
13.PERIMETER MEASURES MUST BE LEFT IN PLACE UNTIL ALL UPLAND AREAS ARE
PERMANENTLY STABILIZED. AFTER SITE IS PERMANENTLY STABILIZED, REMOVE
ALL TEMPORARY EROSION CONTROL MEASURES, AND PROVIDE PERMANENT
SEEDING WHERE TEMPORARY MEASURES HAVE BEEN REMOVED AND GROUND
COVER IS NOT ADEQUATE. SEDIMENT BASINS MAY NOT BE REMOVED OR
CONVERTED TO PERMANENT SCMS UNTIL ALL UPLAND AREAS ARE
PERMANENTLY STABILIZED.
14.BEGIN PAVING AND INSTALL CURB AND/OR CURB AND GUTTER AS INDICATED
ON THE DRAWINGS.
PHASE III
1.BEGIN FINE GRADING OF SITE.
2.INSTALL PERMANENT SEEDING/SOD AS REQUIRED. COMPLY WITH THE GROUND
STABILIZATION REQUIREMENTS AS PER PLANS AND SPECIFICATIONS. GROUND
STABILIZATION WILL BE APPLIED WITHIN 14 CALENDAR DAYS FROM LAST LAND
DISTURBING ACTIVITY. FOR STEEP SLOPES, THAT AREA MUST BE STABILIZED
WITHIN 7 CALENDAR DAYS. FOR CRITICAL AREAS, GROUND STABILIZATION
WILL BE APPLIED AT THE END OF THE DAY.
3.PERMANENT GROUNDCOVER SHALL BE ESTABLISHED IN 15 WORKING DAYS OR
90 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 BASINS
AND DIVERSION DITCHES.
5.REMOVE ANY ACCUMULATED SEDIMENT FROM STORM DRAINAGE STRUCTURES.
6.REMOVE ALL TEMPORARY MEASURES, AND RE-ESTABLISH GRADES. SEED AND
MULCH PER PLANS AND SPECIFICATIONS.
7.REQUEST AN INSPECTION BY THE ENGINEER AND CONTACT THE STATE EROSION
CONTROL FIELD ENGINEER REPRESENTATIVE TO REQUEST FINAL INSPECTION.
8.WHEN THE PROJECT IS COMPLETE, THE PERMITTEE SHALL CONTACT NCDEQ TO
CLOSE OUT, VIA INSPECTION REPORT; THE PERMITTEE SHALL VISIT DEQ.NC.GOV
/NCG01 TO SUBMIT AN ELECTRONIC NOTICE OF TERMINATION (E-NOT). A $120
ANNUAL GENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEEN
CLOSED OUT.
PHASED EROSION CONTROL SEQUENCE
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ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
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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 OF
336 LBS PER SQ. YD.
D PROP. MIN. 4" ASPHALT INTERMEDIATE COURSE, TYPE I19.0C AT AN AVERAGE
RATE OF 456 LBS PER SQ. YD.
E PROP. MIN. 4" B25.0C ASPHALT CONCRETE BASE COURSE AT AN AVERAGE RATE OF
456 LBS PER SQ. YD.
T EARTH MATERIAL
NTS
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L
D
E
R
(
M
I
N
.
W
I
D
T
H
4
'
)
AS
P
H
A
L
T
T
R
A
V
E
L
L
A
N
E
DR
A
I
N
A
G
E
D
I
T
C
H
PA
V
E
D
S
H
O
U
L
D
E
R
(
M
I
N
.
W
I
D
T
H
2
'
)
16" WATER
MAIN
FUTURE NATURAL GAS
FUTURE FIBER OPTIC LINE
12.5'4'2'14'VARIES
(2) 6" CONDUIT
FOR UG ELECTRIC
ME
D
I
A
N
(
G
R
A
S
S
E
D
)
AS
P
H
A
L
T
T
R
A
V
E
L
L
A
N
E
PA
V
E
D
S
H
O
U
L
D
E
R
(
M
I
N
.
W
I
D
T
H
4
'
)
GR
A
S
S
S
H
O
U
L
D
E
R
DR
A
I
N
A
G
E
D
I
T
C
H
35' PERMANENT
UTILITY/ACCESS
EASEMENT
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'
UL
T
I
M
A
T
E
C
/
L
2'
UL
T
I
M
A
T
E
C
/
L
50'
RI
G
H
T
O
F
W
A
Y
4'VARIES VARIES
100'
VARIES
MI
L
L
1
-
1
/
2
"
D
E
E
P
T
O
PR
O
V
I
D
E
S
T
A
G
G
E
R
E
D
J
O
I
N
T
2% 4% 8%
3:1
SA
W
C
U
T
P
A
V
E
M
E
N
T
9'
3:1 3:1
T
C
D J
3:1 3:1
STA: 0+00.00 - 9+03.13
HOLLY SHELTER ROAD TYPICAL SECTION
NTS
C
D J T
3:1 3:1 3:1 3:1
2% 4% 8% 2% 2% 2% 2% 4% 8% 2%
1'
=
6
"
C
U
R
B
A
N
D
G
U
T
T
E
R
VARIES
2%
AS
P
H
A
L
T
T
R
A
V
E
L
L
A
N
E
GR
A
D
E
P
O
I
N
T
GR
A
D
E
P
O
I
N
T
PROPOSED BUSINESS PARK ROAD
PROPOSED DESIGN SPEED: 40mph
PROPOSED POSTED SPEED: 35mph
E;ISTING HOLLY SHELTER ROAD
PROPOSED DESIGN SPEED: 60mph
PROPOSED POSTED SPEED: 55mph
12" SANITARY
SEWER FORCEMAIN
10" SANITARY
SEWER GRAVITY MAIN
PAVEMENT SCHEDULE - ASPHALT OVER ABC
C PROP. MIN. 3" ASPHALT SURFACE COURSE, TYPE S9.5C AT AN AVERAGE RATE OF
336 LBS PER SQ YD
D PROP. MIN. 4" ASPHALT INTERMEDIATE COURSE, TYPE I19.0C AT AN AVERAGE
RATE OF 456 LBS PER SQ YD.
J PROP. MIN. 8" ABC STONE BASE
T EARTH MATERIAL
1'
PE
R
M
A
N
E
N
T
D
R
A
I
N
A
G
E
E
A
S
E
M
E
N
T
30'
25' PERMANENT
UTILITY/ACCESS
EASEMENT
1'
=
6
"
C
U
R
B
A
N
D
G
U
T
T
E
R
12'
LA
N
E
L
I
N
E
2'
LA
N
E
L
I
N
E
2'
EOR
1'MILL 1-1/2" DEEP 1' BEYOND
ULTIMATE CENTER
NOTES:
1. ALL GRASS SHOULDERS AND GRASS STRIPS TO HAVE 4 OF TOPSOIL.
2. MEDIAN TO HAVE 4 OF TOPSOIL IN GRASSED AREA.
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 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
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
PBPB
R/W
R/W
PR. DRAINAGE AREA 1
34.49 AC
PR. DRAINAGE AREA 3
78.48 AC
PR. DRAINAGE AREA 4
21.23 AC
PR. DRAINAGE AREA 6
18.64 AC
PR. DRAINAGE AREA 8
17.44 AC
PR. DRAINAGE AREA 7
13.28 AC
PR. DRAINAGE AREA
1A
0.89 AC
0.34 AC - IMP
0.55 AC- LAWN
PR. DRAINAGE AREA 8A
0.89 AC
0.34 AC - IMP
0.55 AC- LAWN
PR. DRAINAGE AREA
3A
1.45 AC
0.61 AC - IMP
0.84 AC- LAWN
PR. DRAINAGE AREA 6A
1.45 AC
0.61 AC - IMP
0.84 AC- LAWN
PR. DRAINAGE AREA 4A
0.82 AC
0.25 AC - IMP
0.57 AC- LAWN
PR. DRAINAGE AREA 5A
0.82 AC
0.25 AC - IMP
0.57 AC- LAWN
PR. DRAINAGE AREA 3B
13.70 AC
PROPOSED BUSINESS PARK
ROAD
T:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
N
e
w
_
H
a
n
o
v
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r
_
C
o
u
n
t
y
-
3
5
1
4
\
A
-
H
o
l
l
y
S
h
e
l
t
e
r
B
u
s
i
n
e
s
s
\
_
C
A
D
D
\
S
h
e
e
t
S
e
t
s
\
3
5
1
4
-
G
-
0
.
0
0
.
d
w
g
MS
O
R
R
E
N
T
I
N
O
11
/
6
/
2
0
2
5
5
:
2
6
P
M
OV
E
R
A
L
L
K
E
Y
S
H
E
E
T
G-0.04
LVL
MMS
AMW
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
HO
L
L
Y
S
H
E
L
T
E
R
B
U
S
I
N
E
S
S
P
A
R
K
-
P
H
A
S
E
1
RE
V
I
S
I
O
N
S
12
0
N
o
r
t
h
B
o
y
l
a
n
A
v
e
n
u
e
· R
a
l
e
i
g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
o
o
t
e
n
c
o
m
p
a
n
y
.
c
o
m
Li
c
e
n
s
e
N
u
m
b
e
r
:
F
-
0
1
1
5
C-1.00
C-2.00
C-4.00
C-1.00
C-2.01
C-4.00
C-1.01
C-2.02
C-4.01
C-1.01
C-2.03
C-4.01
C-1.02
C-2.04
C-4.02
C-1.02
C-2.05
C-4.02
C-1.03
C-2.06
C-4.03
C-1.03
C-2.07
C-4.03
C-2.08
0 50'100'200'
SCALE: 1"=100'
HORZ.
EQUIPMENT
AND
STAGING
AREA
FUTURE ROADWAY EXTENSION
AND GRADING (BY OTHERS)
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 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
R/
W
R/
W
R/
W
W
FM FM FM SSSSSSSS
SS
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 E E
E E
SS
WWWW
FMR/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
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
LO
D
/
T
C
E
LOD/TCE
PD
E
PD
E
PD
E
PD
E
PD
E
PD
E
LO
D
/
T
C
E
LO
D
/
T
C
E
LO
D
/
T
C
E
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
PU
E
PUE P
U
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
LO
D
LO
D
LO
D
LO
D
LO
D
LO
D
PDE
PDE
R/W
R/W
68
'
88
'
PROPOSED BUSINESS PARK
ROAD
T:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
N
e
w
_
H
a
n
o
v
e
r
_
C
o
u
n
t
y
-
3
5
1
4
\
A
-
H
o
l
l
y
S
h
e
l
t
e
r
B
u
s
i
n
e
s
s
\
_
C
A
D
D
\
S
h
e
e
t
S
e
t
s
\
3
5
1
4
-
G
-
0
.
0
0
.
d
w
g
MS
O
R
R
E
N
T
I
N
O
11
/
6
/
2
0
2
5
5
:
2
6
P
M
OV
E
R
A
L
L
E
A
S
E
M
E
N
T
P
L
A
N
G-0.05
LVL
MMS
AMW
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
HO
L
L
Y
S
H
E
L
T
E
R
B
U
S
I
N
E
S
S
P
A
R
K
-
P
H
A
S
E
1
RE
V
I
S
I
O
N
S
12
0
N
o
r
t
h
B
o
y
l
a
n
A
v
e
n
u
e
· R
a
l
e
i
g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
o
o
t
e
n
c
o
m
p
a
n
y
.
c
o
m
Li
c
e
n
s
e
N
u
m
b
e
r
:
F
-
0
1
1
5
C-1.00
C-2.00
C-4.00
C-1.00
C-2.01
C-4.00
C-1.01
C-2.02
C-4.01
C-1.01
C-2.03
C-4.01
C-1.02
C-2.04
C-4.02
C-1.02
C-2.05
C-4.02
C-1.03
C-2.06
C-4.03
C-1.03
C-2.07
C-4.03
C-2.08
0 50'100'200'
SCALE: 1"=100'
HORZ.
EQUIPMENT
AND
STAGING
AREA
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 EXTENSION
AND GRADING (BY OTHERS)
RB Z2
RB Z
2
RB Z2
RB Z2RB Z2
R
B
Z
2
R
B
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+00
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
PBPB
HOLLY
S
H
E
L
T
E
R
R
O
A
D
(SR-10
0
2
)
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
R/
W
LOT 4- 11.7 AC
BLDG. SQ.FT.
90,000
LOT 6 - 21.4 AC
BLDG. SQ.FT. 120,000
ADDITIONAL
210,000 SQ.FT.
LOT 10- 98.1 AC
BLDG. SQ.FT. 1,000,000
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
PROPOSED
SEWER
PUMP
STATION
P
R
O
P
O
S
E
D
B
U
S
I
N
E
S
S
P
A
R
K
R
O
A
D
T:
\
P
r
o
j
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c
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_
H
a
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_
C
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-
3
5
1
4
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A
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3
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4
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G
-
0
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0
0
.
d
w
g
MS
O
R
R
E
N
T
I
N
O
11
/
1
1
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2
0
2
5
4
:
1
3
P
M
OV
E
R
A
L
L
C
O
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C
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P
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U
A
L
S
I
T
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D
E
V
E
L
O
P
M
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N
T
P
L
A
N
G-0.06
LVL
MMS
AMW
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
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C
A
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L
I
N
A
NE
W
H
A
N
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Y
NE
W
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A
N
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R
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HO
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B
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S
S
P
A
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-
P
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A
S
E
1
RE
V
I
S
I
O
N
S
12
0
N
o
r
t
h
B
o
y
l
a
n
A
v
e
n
u
e
· R
a
l
e
i
g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
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n
c
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p
a
n
y
.
c
o
m
Li
c
e
n
s
e
N
u
m
b
e
r
:
F
-
0
1
1
5
WETLANDS (TYP)
RELATIVELY
PERMANENT
WATER (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/WR/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
LO
D
/
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
LO
D
LOD
LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD LOD
0+00 1+00 2+00 3+00 4+00 5+00
UP
MILL 1-1/2" DEEP
SAW CUT AND REMOVE EX. PAVEMENT
29
28 27 26
262728
29
30
29
2828
30
29
26
26272829
30
32
34
3
2
30
30
28
29
2727
28
30
EX. HOLLY SHELTER
ROAD CENTER LINE
N224515.11
E2347019.68
10
'
5'
HOLLY SHELTER ROAD
(SR-1002)
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
XXXXX
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 WL
FM
FM
FM
LO
D
/
T
C
E
LO
D
/
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
LO
D
9+60.77
5+00 6+00 7+00 8+00 9+00
E
X
.
1
0
0
'
N
C
D
O
T
R
.
O
.
W
EX
I
S
T
I
N
G
T
I
M
B
E
R
D
R
I
V
E
(G
R
A
V
E
L
/
S
O
I
L
)
E
X
.
1
0
0
'
N
C
D
O
T
R
.
O
.
W
CP-4: CP-04
N: 224859.95
E: 2347834.88
ELEV.: 28.96'
Inv=24.54'(TO BE REMOVED)Inv=24.44'
30" CMP
28
28
29
30
30
29
28
2726
262728
2930
32
32
30
28
28
29
3030
29
27
28
26
2627
2
9
2
8
2
7
2
6
2
5
2
6
2
7
28
292
9
2
8
27
2
6
2
6
2
7
28
2
8
29
29
29
2
9
2827
26
26
27
28
PR
O
P
.
B
U
S
I
N
E
S
S
P
A
R
K
R
O
A
D
HOLLY SHELTER ROAD
(SR-1002)
100' FUTURE RIGHT-OF-WAY
MB:72 PG:357
10
'
5'
T:
\
S
h
a
r
e
d
\
P
r
o
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c
t
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\
N
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w
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C
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-
3
5
1
4
\
A
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H
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l
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S
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r
B
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A
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3
5
1
4
-
C
-
1
.
0
0
.
d
w
g
MS
O
R
R
E
N
T
I
N
O
11
/
6
/
2
0
2
5
5
:
5
5
P
M
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
&
D
E
M
O
P
L
A
N
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
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
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C
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N
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Y
NE
W
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A
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R
C
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L
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B
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S
S
P
A
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K
-
P
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A
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1
RE
V
I
S
I
O
N
S
12
0
N
o
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t
h
B
o
y
l
a
n
A
v
e
n
u
e
· R
a
l
e
i
g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
o
o
t
e
n
c
o
m
p
a
n
y
.
c
o
m
Li
c
e
n
s
e
N
u
m
b
e
r
:
F
-
0
1
1
5
MA
T
C
H
L
I
N
E
-
5
+
0
0
.
0
0
MA
T
C
H
L
I
N
E
-
5
+
0
0
.
0
0
NOTE:
TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE.
EXISTING SWING FENCE
TO BE REMOVED
N224847.15
E2347859.54
MILL 1-1/2" DEEP TO
PROVIDE 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
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
FO
C
X
X
X
X
X
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
LO
D
LO
D
LO
D
LO
D
LO
D
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)
WOOD TRASH EDGE
WOOD TRASH PILE 10FT
(TO BE REMOVED)
(TO BE REMOVED)
CP-4: CP-04
N: 224859.95
E: 2347834.88
ELEV.: 28.96'
Inv=24.54'
(T
O
B
E
R
E
M
O
V
E
D
)
Inv=24.44'
3
0
"
C
M
P
282726
25
26 27 28
29
292827262627
28
28
29
29
2
8
2
7
26
28
(RPW) RELATIVELY PERMANENT WATER (TYP)
28
29
29
28
2
7
2
6
2
6
2
7
2
8
30 28
272625
252627
29
29
28
27262524
252627
30292827
2625
252627
28
PROP. BUSINESS PARK ROAD
CENTER LINE
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
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
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
6+00 7+00 8+00 9+00
WOOD TRASH PILE
(TO BE REMOVED)
Inv=24.95'Inv=25.02'
36" CMP
(TO BE REMOVED)
LOG AREA
(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)
CP-11: CP-11N: 224259.69E: 2348073.00ELEV.: 30.41'
29
30
30
2928272625252627
28
28
28
272625
25262728
29
29282726
29
PROP. BUSINESS PARK ROAD
CENTER LINE
T:
\
S
h
a
r
e
d
\
P
r
o
j
e
c
t
s
\
N
e
w
_
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C
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u
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-
3
5
1
4
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A
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S
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B
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\
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A
D
D
\
S
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S
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t
s
\
3
5
1
4
-
C
-
1
.
0
0
.
d
w
g
MS
O
R
R
E
N
T
I
N
O
11
/
6
/
2
0
2
5
5
:
5
5
P
M
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
&
D
E
M
O
P
L
A
N
LVL
MMS
AMW
C-1.01
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
O
V
E
R
C
O
U
N
T
Y
NE
W
H
A
N
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R
C
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N
T
Y
HO
L
L
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S
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L
T
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B
U
S
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N
E
S
S
P
A
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K
-
P
H
A
S
E
1
RE
V
I
S
I
O
N
S
12
0
N
o
r
t
h
B
o
y
l
a
n
A
v
e
n
u
e
· R
a
l
e
i
g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
o
o
t
e
n
c
o
m
p
a
n
y
.
c
o
m
Li
c
e
n
s
e
N
u
m
b
e
r
:
F
-
0
1
1
5
MA
T
C
H
L
I
N
E
-
5
+
5
0
.
0
0
0 10'20'40'
SCALE: 1"=20'
HORZ.
MA
T
C
H
L
I
N
E
-
5
+
5
0
.
0
0
MA
T
C
H
L
I
N
E
-
9
+
5
0
.
0
0
NOTE:
TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE.
HO
L
L
Y
S
H
E
L
T
E
R
R
O
A
D
(S
R
-
1
0
0
2
)
N224812.45
E2347770.67
SAW CUT AND REMOVE EX. PAVEMENT
LEGEND:
MILL PAVEMENT
SAWCUT AND REMOVE PAVEMENT
TREE LINE TO BE REMOVED
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
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LO
D
/
T
C
E
LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LOD/TCE
10+00 11+00 12+00 13+00 14+00 15+00
EXISTING TIMBER DRIVE
(GRAVEL / SOIL)
Inv=22.96'
Inv=22.14'
24" CPP
(TO BE REMOVED)
E
X
I
S
T
I
N
G
T
I
M
B
E
R
D
R
I
V
E
(G
R
A
V
E
L
/
S
O
I
L
)
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
(RPW) RELATIVELY PERMANENT WATER (TYP)
PROP. BUSINESS PARK ROAD
CENTER LINE
CP-10: CP-10N: 223710.50E: 2348277.00ELEV.: 28.46'
23
252627
24
28
29
28
27262524
2526
27
28 28
27
27
28
29
2
8
2
7
2
6
2
5
2
4
2
3
2
4
2
5
2
6
2
7
2
8
2
7
2
6
2
5
2
4
2
4
2
5
2
6
2
6
28
28
27
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
LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE LOD/TCE
LO
D
/
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
15+00 16+00 17+00 18+00 19+00 20+00
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)
(RPW) RELATIVELY PERMANENT WATER (TYP)
PROP. BUSINESS PARK ROAD
CENTER LINE
23
23242526
2827
29
29
28272625
252627
28
28
27 28
28
27
2
7
2827262525262728
29
2827262524
242526
T:
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d
w
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MS
O
R
R
E
N
T
I
N
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11
/
6
/
2
0
2
5
5
:
5
5
P
M
EX
I
S
T
I
N
G
C
O
N
D
I
T
I
O
N
S
&
D
E
M
O
P
L
A
N
LVL
MMS
AMW
C-1.02
ISSUED FOR:
DATE: 10/2025
DRAWN BY:
CHECKED BY:
PROJECT NO.:
DESIGNED BY:
3514-A
FINAL
DRAWING
FOR REVIEW
PURPOSES ONLY
NOT RELEASED FOR
CONSTRUCTION
NO
R
T
H
C
A
R
O
L
I
N
A
NE
W
H
A
N
O
V
E
R
C
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U
N
T
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W
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A
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L
L
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H
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S
P
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-
P
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E
1
RE
V
I
S
I
O
N
S
12
0
N
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t
h
B
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n
A
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n
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e
· R
a
l
e
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g
h
,
N
C
2
7
6
0
3
-
1
4
2
3
(9
1
9
)
8
2
8
-
0
5
3
1
· t
h
e
w
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n
c
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p
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.
c
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Li
c
e
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u
m
b
e
r
:
F
-
0
1
1
5
MA
T
C
H
L
I
N
E
-
9
+
5
0
.
0
0
MA
T
C
H
L
I
N
E
-
1
5
+
0
0
.
0
0
0 10'20'40'
SCALE: 1"=20'
HORZ.
MA
T
C
H
L
I
N
E
-
1
5
+
0
0
.
0
0
MA
T
C
H
L
I
N
E
-
2
0
+
5
0
.
0
0
NOTE:
TREE CLEARING AND GRUBBING LIMITS SHALL BE INSIDE THE LOD LINE.
TREE LINE TO BE REMOVED