HomeMy WebLinkAboutApproval Packet - Dad's Tire - 4737 Castle Hayne 11-4-2025
Commercial Site Plan TRC Approval – Dad's Tire Flex Space – 4737 Castle Hayne Road Page 1 of 3
COMMERCIAL SITE PLAN APPROVAL
To: Rick and Deanne Meadows, meadowsd@earthlink.net
Branch Smith, Dogwood LD PLLC, dogwoodldpllc@gmail.com
From: Katherine May, Development Review Planner
Date: November 4, 2025
Subject: Commercial Site Plan TRC Approval – Dad's Tire Flex Space – 4737 Castle Hayne Road
The subject Commercial Site Plan has been approved by the Technical Review Committee (TRC). The
site is approved for the following use defined by the Unified Development Ordinance (UDO):
Offices for Private Business & Professional Activities: Establishments primarily engaged in the day-to-
day administrative or clerical services for businesses or other organizations that provide professional
or other services to the general public on a walk-in or appointment basis in an office setting.
The approved plan consists of one 3,000 sq ft building for a flex space on 0.84 acres of land located at
4737 Castle Hayne Road (PID# R1700-002-007-000).
The site was rezoned to (CZD) B-2 on July 22, 2024 under rezoning case Z24-05. The site has the
following seven (5) conditions:
1. The proposed rezoning’s principal use shall be limited to: Animal Grooming Services,
Contractor Office (with no outdoor storage), Offices for Private Business & Professional
Activities, Instructional Services & Studios, Personal Services, General Retail Sales, Minor
Vehicle Service Station, and Warehousing.
2. The attached shed that encroaches into the rear setback is to be removed, bringing Dad’s Tire
Store into compliance with required setbacks.
3. A septic and well easement approved by New Hanover County Environmental Health shall be
recorded with the register of Deeds guaranteeing access and maintenance for the existing
septic system and any future improvements. Environmental Health approval of the septic
system and well shall be required prior to issuance of construction permits for the flex
commercial space.
Commercial Site Plan TRC Approval – Dad's Tire Flex Space – 4737 Castle Hayne Road Page 2 of 3
4. Exterior lighting including luminaries and security lighting shall be fully cutoff fixtures that are
directed downward in compliance with Figures of the UDO. In no case shall lighting be
directed at or above a horizontal plane through the lighting fixture.
5. The two Significant trees identified on the concept plan shall be permanently retained on
site.
The approved site plan is attached. This approval is valid for two years unless a building permit
application or evidence of another substantial improvement for all or a portion of the project is
submitted to the County. If the TRC approval expires it will require a new application that will subject
the project to all development standards in effect at the time of the new application.
The TRC Commercial Preliminary Plan Approval allows the project to move forward with the next step
in the development process. The project may be subject to additional regulations of the County’s
development ordinances and applicants are responsible for obtaining all applicable permits and
approvals under any law, regulation, or requirement of any other federal, state, or local government
or regulatory agency. This includes but is not limited to:
• A Tree Removal Permit from New Hanover County Planning & Land Use.
• A lighting plan approved by New Hanover County Planning & Land Use meeting the
requirements of Section 5.5.
• A sign permit through COAST for any signs on site.
• New Hanover County Engineering for any required land disturbance and stormwater permits.
• CFPUA on water and sewer utility permits and approvals.
• NCDOT Driveway Permit.
• Construction permits and a Zoning Compliance permit.
Any changes to the approved plan, use, or incidental and accessory uses must be reviewed by and
receive written approval from New Hanover County Planning. Changes to the approved plan without
approval is considered a violation of the New Hanover County Unified Development Ordinance.
Violations may be subject to fines or legal action to ensure compliance with required development
standards and process.
If you have any questions or concerns, please do not hesitate to contact me at (910) 798-7443 or
kmay@nhcgov.com.
Thanks,
Commercial Site Plan TRC Approval – Dad's Tire Flex Space – 4737 Castle Hayne Road Page 3 of 3
Katherine May
Development Review Planner
cc: Fire Marshal’s Office
CFPUA
New Hanover County Engineering
NC Department of Transportation
Attached
I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THE
LATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL.
Signature:
Name and Title: James Branch Smith, PE
Date:9/29/25
Registration Number:034354
WE HEREBY CERTIFY THAT WE ARE THE CURRENT DEVELOPER OF THE PROPERTY AND
THAT UPON RECEIPT OF "AUTHORIZATION TO CONSTRUCT" ANY CLEARING, GRADING,CONSTRUCTION, OR DEVELOPMENT WILL BE PERFORMED IN ACCORDANCE WITH THIS
PLAN AND THE APPLICABLE ORDINANCES AND RULES OF NEW HANOVER COUNTY, THESTATE OF NORTH CAROLINA, AND THE FEDERAL GOVERNMENT AND ITS AGENCIES WHICHARE HEREBY PART OF THIS PLAN. AS THE DEVELOPER, WE ACCEPT FULL RESPONSIBILITY
FOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSEDFACILITIES. WE WILL NOT ATTEMPT TO TRANSFER THIS RESPONSIBILITY WITHOUT THE
WRITTEN AUTHORIZATION OF NEW HANOVER COUNTY.
Signature:
Name and Title: Paul and Deanne Meadows, Property Owner
Date:2/26/25
SURVEYOR
SITE AND LANDSCAPING PLAN
SHEET DESCRIPTIONINDEX
CX100 EXISTING CONDITIONS
CIVIL SHEET LIST
CS-100
1
2
3
4
PG.
COVER COVER SHEET
5 EROSION CONTROL AND DETAILSCE-100
OCTOBER 2025
4737 CASTLE HAYNE ROAD
CONSTRUCTION DRAWINGS
MEADOWS COMMERCIAL LOT
MICHAEL UNDERWOOD and ASSOCIATES, PA
WILMINGTON, NC 28403
FIRM LICENSE # C-6019
PHONE: 910-815-0650
102 CINEMA DRIVE, SUITE
E-MAIL: mua-office@mua-pa.com
GRADING AND DRAINAGE PLANCG-100
(No Scale)
Vicinity Map
Site
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NOR T H CAROLINA
J
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B A N C H S M
P ROFE SSION
ENGIN E E R
SEAL AL
S R
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03 435 4
D
OGW O O D LD,
P
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5872-P .CIL CN
205 Sierra Dr.Wilmington, NC 28409(910) 264-1071
PROJ. NO.24106.DLD
JBS
SHEET:
10/29/25
FINAL DESIGN -
NOT FOR
CONSTRUCTION
1. SW PERMIT REVIEW
2. NHC-SW PERMIT REVIEW
10/18/25
COVER
1 6
COVER
NTS
UTILITY NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANY CONSTRUCTION IN THE VICINITY OF
SAID UTILITIES.
CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSED EXCAVATION AT LEASTTWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUM APPROACH DISTANCE TO
ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.
Know what's below.before you dig.Call
R
UTILITY CONTACTS AND AUTHORITIES HAVING JURISDICTION
NHC COUNTY FIRE-RESCUE NON-EMERGENCY 910-798-7420NEW HANOVER COUNTY PLANNING AND ZONING 910-798-5151
NCDEQ LAND QUALITY STORMWATER-EROSION 910-796-7215
NHC ENGINEERING STORMWATER-EROSION 910-798-7139
CAPE FEAR PUBLIC UTILITY ENGINEERING 910-332-6550
DUKE ENERGY ELECTRIC CUSTOMER 1-800-452-2777
AT&T ENGINEERING 910-341-7664
SPECTRUM ENGINEERING 910-763-4638PIEDMONT NATURAL GAS ENGINEERING 910-350-2242
NEW HANOVER CO.
OWNER / BUILDER:
PAUL AND DEANNE MEADOWS4717 INDIAN CORN TRAIL
CASTLE HAYNE, NC 28429
6 SITE AND UTILITY DETAILSCD-100
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Septic Field & Repair
Lot 1
16,551 s.f.±
n/f
Ryan P. &
Amanda D. Mekler
D.B. 6246-464
Zoning: RA
Land Use: Vacant
n/f
Billy and Donna
Davis
D.B. 6688, PG 2277
Zoning: RA
Land Use: Residential
n/f
Ryan
Griffin
D.B. 5904-2713
Zoning: R-20
Land Use: Residential
n/f
Richard &
Dara Kern
D.B. 6041-82
Zoning: R-20
Land Use: Residential
n/f
Alicia
Vasquez
D.B. 6258-2144
Zoning: RA
Land Use: Residential
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Lot 2
19,821 s.f.±
REVISION NO.
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NOR T H CAROLINA
J
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B A N C H S M
P ROFE SSION
ENGIN E E R
SEAL AL
S R
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0 3 4 3 5 4
D
OGW O O D LD,
P
L
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5872-P .CIL C
N
205 Sierra Dr.Wilmington, NC 28409(910) 264-1071
PROJ. NO.24106.DLD
JBS
SHEET:
10/29/25
FINAL DESIGN -
NOT FOR
CONSTRUCTION
1. SW PERMIT REVIEW
2. NHC-SW PERMIT REVIEW
10/18/25
CX100
2 6
EXISTING
CONDITIONS
0 10 20 40 80
S C A L E: 1" = 20'
G R A P H I C S C A L E
20 SCALE
(No Scale)
Vicinity Map
Site
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2. This property is not impacted by any AEC.
3. There is no evidence of Conservation Overlay
Resources.
4. This site is not impacted by any recognized
historic or archeological significance.
5. No cemeteries were evidenced on the site.
6. Existing regulated trees have been field located.
7. There is no evidence of jurisdictional wetlands.
8. There is no evidence of endangered species or
habitat issues on the site.
Site Inventory Notes:
9. This tract is not impacted by any Special Flood Hazard
10. The site runoff will flow into the Prince George
1. Soils: Se (Segate fine sand)
Area as evidenced on FEMA Map 3720322100K,
dated August 28, 2018.
Creek watershed.
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Lot 1
16,551 s.f.±
n/f
Ryan P. &
Amanda D. Mekler
D.B. 6246-464
Zoning: RA
Land Use: Vacant
n/f
Billy and Donna
Davis
D.B. 6688, PG 2277
Zoning: RA
Land Use: Residential
n/f
Ryan
Griffin
D.B. 5904-2713
Zoning: R-20
Land Use: Residential
n/f
Richard &
Dara Kern
D.B. 6041-82
Zoning: R-20
Land Use: Residential
n/f
Alicia
Vasquez
D.B. 6258-2144
Zoning: RA
Land Use: Residential
150
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0
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8
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New
15' x 30'
Tire Shed
W
24'
62'
25'
31'
S 5
3
°
5
6
'
8
"
E
2
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'
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9'
48'
34'
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2% FROM EOP
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MA
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AB
REVISION NO.
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DATE:
SCALE:
DRAWN BY:
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NOR T H CAROLINA
J
AME
B A N C H S M
P ROFE SSION
ENGIN E E R
SEAL AL
S R
ITH
03 435 4
D
OGW O O D LD,
P
L
L
C
5872-P .CIL CN
205 Sierra Dr.Wilmington, NC 28409(910) 264-1071
PROJ. NO.24106.DLD
JBS
SHEET:
10/29/25
FINAL DESIGN -
NOT FOR
CONSTRUCTION
1. SW PERMIT REVIEW
2. NHC-SW PERMIT REVIEW
10/18/25
CS100
3 6
SITE ANDLANDSCAPE
PLAN
0 10 20 40 80
S C A L E: 1" = 20'
G R A P H I C S C A L E
N O R T H
20 SCALE
3. Current Zoning District: RA
2. Tract Area: 36,372 s.f.± (0.84 ac.)
1. New Hanover County Parcel No.:
General Notes:
4. Comprehensive Plan Classification:
Community Mixed-Use
322112.95.1866
Development Data:
[PID R1700-002-007-000]
Total Building Area - 7,070 s.f.±
New Building Parking - (@ 2.5 spaces / 1000 s.f. GFA)
Min. Spaces Req'd. = 8
** Spaces Prov'd. = 9 ** (2 garage spaces)
Max. Proposed New Building Height - 1-Story / 25'
Proposed District - (CZD) B-2
2. This property is not impacted by any AEC.
3. There is no evidence of Conservation Overlay
Resources.
4. This site is not impacted by any recognized
historic or archeological significance.
5. No cemeteries were evidenced on the site.
6. Existing regulated trees have been field located.
7. There is no evidence of jurisdictional wetlands.
8. There is no evidence of endangered species or
habitat issues on the site.
Site Inventory Notes:
9. This tract is not impacted by any Special Flood Hazard
10. The site runoff will flow into the Prince George
1. Soils: Se (Segate fine sand)
Area as evidenced on FEMA Map 3720322100K,
dated August 28, 2018.
Creek watershed.
General Utility Notes:
1. Water service will be provided by a private, on-site
well. Sanitary sewer service is provided by a
gas & telephone shall be installed underground.
3. Solid waste disposal will be by roll-out cart pickup.
2. All utility services, such as electric power, CATV,
private on-site septic system. No Fire Hydrants
Proposed New (Lot 2) -+3,000 s.f.±
Ex. Bldg. Addition (Lot 1) -+ 450 s.f.±
Existing (Lot 1) -5,200 s.f.±
Ex. Shed to be Removed (Lot 1) --1,580 s.f.±
(No Scale)
Vicinity Map
Site
N
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NC H
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Lot 2 Impervious Data:
Rooftop -3000 s.f.
Parking Lot - 3600 s.f.
Sidewalks, Curbing -450 s.f.
DOT Driveway 1100 s.f.
Total Lot 2-8,150 s.f.
in the area.
Lot 1 Impervious Data:
Ex. Rooftop -4950 s.f.
Ex. Concrete-Gravel Yards - 7675 s.f.
Total Existing -12,625 s.f.
Existing Shed Removed --1500 s.f.
New Building Addition -+450 s.f.
Total Lot 1 - 11,575 s.f.
Lot 1 & 2 Impervious Total: 19,725 s.f.
NCDEQ Permit Exclusion:
12,625 s.f.Lot 1 and 2 Existing Total:
Lot 1 & 2 Impervious Total: 19,725 s.f.
Lot 1 & 2 Impervious NET: 7,100 s.f.
LANDSCAPE PLANT SCHEDULE:
RIBBON CURB
(SEE DETAILS)
ACCESSIBLE
SPACE, SIGN,
AND AISLE
(SEE DETAILS)
PROPOSED SEPTIC
PANEL BLOCK TRENCHES
(SEE SEPTIC PERMIT)
PROPOSED PERVIOUS
PAVEMENT (SEE DETAILS)
5-ft MIN. SIDEWALK, TYP.
PROPOSED WELL BY
OTHERS (SEE DETAILS)
6-FT SHADOWBOX FENCE
10X70 SITE DISTANCETRIANGLES, TYP.
10X70 SITE DISTANCE
TRIANGLES, TYP.
Rezoning Conditions (CZD) CB [Case Z24-05]
i. The proposed rezoning’s principal use shall be limited to: Animal
Grooming Services, Contractor Office (with no outdoor storage),
Offices for Private Business &Professional Activities, Instructional
Services & Studios, Personal Services, General Retail Sales, Minor
Vehicle Service Station, and Warehousing.
ii. The attached shed that encroaches into the rear setback is to be
removed, bringing Dad’s Tire Store into compliance with required
setbacks.
iii. A septic and well easement approved by New Hanover County
Environmental Health shall be recorded with the register of Deeds
guaranteeing access and maintenance for the existing septic system
and any future improvements. Environmental Health approval of
the septic system and well shall be required prior to issuance of
construction permits for the flex commercial space.
iv.Exterior lighting including luminaries and security lighting shall be
fully cutoff fixtures that are directed downward in compliance with
Figures of the UDO. In no case shall lighting be directed at or above
a horizontal plane through the lighting fixture.
v.The two Significant trees identified on the concept plan shall be
permanently retained on site.
LANDSCAPE REQUIREMENTS:
STREETYARD:ALONG CASTLE HAYNE ROAD (25-SF PER FRONTAGE LENGTH)
SIDE:TYPE A, OPTION 1 TRANSITIONAL BUFFER
REAR:TYPE A, OPTION 1 or 3 TRANSITIONAL BUFFER
STREETYARD: REQUIRED: PROVIDED:
LENGTH (FT):92'92'
AREA (SF) (25-ft):2300 2300
CANOPY TREES (1 PER 600SF):5 5
UNDERSTORY TREES:0 0
SHRUBS (6 PER 600SF):30 30
SIDE YARD: PROVIDED:
TOTAL PERIMETER LENGTH (FT):140
CANOPY TREES:4
UNDERSTORY TREES:12
SHRUBS:23
REAR YARD WITH FENCE: PROVIDED:
TOTAL PERIMETER LENGTH (FT):150
CANOPY TREES:5
UNDERSTORY TREES:15
SHRUBS:0
NOTE: OWNER WANTS FENCE ON PROPERTY LINE AND SEPTIC SYSTEM
REQUIRES ENCROACHMENT INTO BUFFER FOR SOILS
FOUNDATION PLANTS (FRONT FACE)REQUIRED:PROVIDED:
LONG BUILDING FACE (SF):25x60 = 1500 sf
PLANTING AREA (SF): 12% = 180 sf 320
PARKING LOT TREES:REQUIRED:PROVIDED:
8% of SITE IMPERVIOUS (SF) / 144 sf:7050 sf x 8% /144 = 3.9 4
SHADE TREES (75% OF TREES)75% x 4 = 3 4
TREE REMOVAL:
REGULATED TREE SPECIES FOR REMOVAL:0
SIGNIFICANT TREE SPECIES FOR REMOVAL:0
MITIGATION OF SIGNIFICANT: 0
MITIGATION CREDITS FOR TREES SAVED:0
STD. MITIGATION (15 TREES PER DIST. AC): 15*0.5 ac = 7.5 TREES
Disturbed Acreage± (0.50 ac.)
4. No light poles are proposed. Only fully-cutoff
fixtures are proposed at the entrance doors and garages.
Building Inspections to review cutoff fixtures during review.
4. No ground signs are proposed. Signage to be permitted
by Building Inspections.
EXISTING WELL TO
BE ABANDONED
NOTE SHIFT IN ROW
AND PROPERTY LINE
TO BE CONFIRMED
BY SURVEYOR
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Lot 1
16,551 s.f.±
n/f
Ryan P. &
Amanda D. Mekler
D.B. 6246-464
Zoning: RA
Land Use: Vacant
n/f
Billy and Donna
Davis
D.B. 6688, PG 2277
Zoning: RA
Land Use: Residential
n/f
Ryan
Griffin
D.B. 5904-2713
Zoning: R-20
Land Use: Residential
n/f
Richard &
Dara Kern
D.B. 6041-82
Zoning: R-20
Land Use: Residential
n/f
Alicia
Vasquez
D.B. 6258-2144
Zoning: RA
Land Use: Residential
150
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8
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GarageDoor
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(EP 23.03)
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NO ROW DITCHGRADE TO DRAIN
EP 22.80
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(EP 23.13)
EP 23.75
EP 23.75
EP 23.90
EP 23.90
EP 24.15
EP 24.00
EP 23.85
EP 24.15
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22
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SW 24.00
SW 24.10
SW 24.00
SW 23.90
(EP 23.08)
(EP 23.45)
(EP 22.70)
(EP 23.03)
(EG 22.95)
(GRV 23.04)
(GRV 23.17)
(GRV 22.70)
(EP 23.26)
23
23
NO ROW DITCHGRADE TO DRAIN
12.3' FROM EOP
13.0' FROM EOP
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EP 24.00
EP 24.00
EP 23.80
EP 23.90
REVISION NO.
OF:
DATE:
SCALE:
DRAWN BY:
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NOR T H CAROLINA
J
AME
B A N C H S M
P ROFE SSION
ENGIN E E R
SEAL AL
S R
ITH
03 435 4
D
OGW O O D LD,
P
L
L
C
5872-P .CIL CN
205 Sierra Dr.Wilmington, NC 28409(910) 264-1071
PROJ. NO.24106.DLD
JBS
SHEET:
10/29/25
FINAL DESIGN -
NOT FOR
CONSTRUCTION
1. SW PERMIT REVIEW
2. NHC-SW PERMIT REVIEW
10/18/25
CG100
4 6
GRADING ANDDRAINAGE PLAN
N O R T H
20 SCALE
(No Scale)
Vicinity Map
Site
N
E
S
W
NC H
W
Y
1
1
7
-
C
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S
T
L
E
H
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O
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PAR
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D
SODNE
Y
R
D
6" PVC ROOF
DOWNSPOUT
COLLECTION
6" PVC
DOWNSPOUT
COLLECTION
6" SLOTTED PVC
WITHIN AGGREGATE
BASE (SEE DETAILS)
6" HEADER CURB
AROUND PERVIOUS
(SEE DETAILS)
PG = PROPOSED GRADE (GROUND)(EG) = EXISTING GRADEEP = EDGE OF PAVEMENT
EC = EDGE OF CONCRETE
SW = TOP OF SIDEWALKBC/TC = TOP OF CURB ELEVATIONGRV = GRAVEL PARKING
RIM =CENTER OF GRATE
CI = CATCH BASIN
DI =DROP INLETYI=YARD INLETMH =STORM MANHOLECL=CENTERLINE
INV =INVERT
C/O =TOP OF CLEANOUT(EG)=EXISTING ELEVATIONS, TYP.
SPOT GRADE LEGEND:
GRADING AND DRAINAGE NOTES:
1.)STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OFTHE PROPERTY OWNER, INCLUDING PIPES, STRUCTURES, ANDSTORMWATER CONTROL MEASURES AS PERMITTED WITH THESTATE OR LOCAL JURISDICTION.
2.)ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER
SYSTEM UNLESS SHOWN OTHERWISE.
3.)BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATERCOLLECTION SYSTEM. CONTRACTOR, BUILDERS, AND OWNERSARE RESPONSIBLE FOR COORDINATING ROOF DRAINAGE PIPING INADVANCE OR ORDERING FINAL STORM DRAINAGE. REF. CIVIL OR
ARCHITECT DETAILS FOR TYPICAL DOWNSPOUT DETAILS ANDCONNECTIONS.
4.)REFERENCE GENERAL NOTES SHEET FOR GRADING, DRAINAGEAND EROSION CONTROL NOTES AND DETAILS. TECHNICALSPECIFICATIONS ARE NOT PROVIDED SEPARATELY BUT INCLUDEDHEREIN THESE DESIGN DOCUMENTS FOR REFERENCE. ANY
DISCREPANCIES SHALL BE PRESENTED TO THE ENGINEER PRIORTO CHANGING THE WORK. CONSTRUCTION SHALL BE INACCORDANCE WITH PENDER COUNTY AND THE TOWN OF SURFCITY BUILDING INSPECTIONS.
5.)GEOTECHNICAL TESTING SHALL BE PERFORMED ON-SITE BY A
THIRD-PARTY GEOTECHNICAL ENGINEER IN ORDER TO CONFIRMSUITABILITY OF SOILS AND SUBGRADE MATERIAL AND SET THEMINIMUM COMPACTION VALUES IN FILL AREAS, UTILITY TRENCHES,PAVEMENT, AND BUILDING PADS. CONTRACTOR SHALL STRIPTOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILLOPERATIONS TO PROVIDE A COMPACTED CONTROLLED
SUBGRADE, IN ACCORDANCE WITH THE GEOTECHNICALENGINEER.
PROPOSED SEPTIC
TWO TRENCHES
3'x42'
PROPOSED 1000 GAL
ST AND PT
GENERAL EARTHWORK NOTES:
1. THE CONTRACTOR IS REQUIRED TO STRIP TOPSOIL AND ANY UNSUITABLE
MATERIAL AND PROVIDE CUT/FILL OPERATIONS TO PROVIDE A COMPACTEDCONTROLLED PAVEMENT SUBGRADE, AND BUILDING PAD IN ACCORDANCE WITHTHE SUBSURFACE GEOTECHNICAL EXPLORATION AND TECHNICAL
SPECIFICATIONS.
2.THE CIVIL ENGINEER CAN RECOMMEND A TYPICAL PAVEMENT SECTIONUPON REQUEST, BUT THE RESPONSIBILITY OF PAVEMENT TESTING ANDSECTION SHALL BE IN ACCORDANCE WITH FIELD CONDITIONS AND
GEOTECHNICAL SPECIFICATIONS.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL ANDVERTICAL CONTROLS TO BE USED WITH THE PROJECT. CONTRACTOR SHALLEMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENTSTAKEOUT(S).
3.ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT,
THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AND TOFOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH ORREFERENCED IN THE RECORDED EASEMENT. CONTRACTOR SHALL EMPLOYPROFESSIONAL SURVEYOR TO PERFORM LOCATION OF EASEMENTS ASNEEDED.
5. CIVIL SITE PLANS DO NOT REPRESENT ACCURACY OR PIPE PENETRATIONLOCATIONS OF ALL STRUCTURES. CONTRACTOR AND OWNER SHALL REFER TOARCHITECTURAL DRAWINGS FOR ALL BUILDING DIMENSIONS AND DETAILS.
6" HEADER CURB
AROUND PERVIOUS
(SEE DETAILS)
0 10 20 40 80
S C A L E: 1" = 20'
G R A P H I C S C A L E
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S
.
H
w
y
.
1
1
7
)
Sonde
y
R
o
a
d
/
S
.
R
.
1
3
3
4
(Va
r
i
a
b
l
e
W
i
d
t
h
P
u
b
l
i
c
R
/
W
)
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHP
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OH
P
OHP
OHP
OHP
23
23
21
21
N 66°
2
4
'
2
5
"
W
1
4
0
.
0
8
'
N 2
8
°
2
7
'
3
5
"
E
2
2
6
.
9
3
'
S 69°58'
2
5
"
E
1
7
6
.
1
2
'
(50' R
/
W
)
22
21
22
23
19
19
20
20
(1,5
0
0
s
.
f
.
)
Spa
c
e
30'
50'
30'
New
"
F
l
e
x
"
(1,5
0
0
s
.
f
.
)
Spa
c
eNew
"
F
l
e
x
"
Existing
Gravel Dr.
ExistingGravel
Existing
Garage
Existing
Office
Existing
Shed
20'
B
l
d
g
.
S
e
t
b
a
c
k
&
T
r
a
n
s
i
t
i
o
n
a
l
B
u
f
f
e
r
20' T
r
a
n
s
i
t
i
o
n
a
l
B
u
f
f
e
r
30' Si
d
e
S
e
t
b
a
c
k
Lot 1
16,551 s.f.±
n/f
Ryan P. &
Amanda D. Mekler
D.B. 6246-464
Zoning: RA
Land Use: Vacant
n/f
Billy and Donna
Davis
D.B. 6688, PG 2277
Zoning: RA
Land Use: Residential
n/f
Ryan
Griffin
D.B. 5904-2713
Zoning: R-20
Land Use: Residential
n/f
Richard &
Dara Kern
D.B. 6041-82
Zoning: R-20
Land Use: Residential
n/f
Alicia
Vasquez
D.B. 6258-2144
Zoning: RA
Land Use: Residential
150
.
0
4
'
76.
8
8
'
20
'
B
l
d
g
.
S
e
t
b
a
c
k
&
T
r
a
n
s
i
t
i
o
n
a
l
B
u
f
f
e
r
25'
S
t
r
e
e
t
S
e
t
b
a
c
k
&
B
u
f
f
e
r
y
a
r
d
25'
S
t
r
e
e
t
S
e
t
b
a
c
k
25' Str
e
e
t
S
e
t
b
a
c
k
Ex.Sign
& Parking
ExistingConcrete
ExistingConcrete
GarageDoor
GarageDoor
New
15' x 30'
Tire Shed
(EP 23.03)
S 5
3
°
5
6
'
8
"
E
2
2
6
.
9
3
'
157
.
8
3
'
Gravel Dr.
EOP
EOPC
C
C
C
C
C
C
(EG 22.93)
NO ROW DITCHGRADE TO DRAIN
EP 22.80
2% FROM EOP
2
%
F
R
O
M
E
O
P
EP 22.90
(EP 23.13)
EP 23.75
EP 23.75
EP 23.90
EP 23.90
EP 24.15
EP 24.00
EP 23.85
EP 24.15
EP 24.15
FFE
=
2
4
.
2
0
EP 24.20
22
23
23
22
SW 24.00
SW 24.10
SW 24.00
SW 23.90
(EP 23.08)
(EP 23.45)
(EP 22.70)
(EP 23.03)
(EG 22.95)
(GRV 23.04)
(GRV 23.17)
(GRV 22.70)
(EP 23.26)
23
23
NO ROW DITCHGRADE TO DRAIN
12.3' FROM EOP
13.0' FROM EOP
10-
F
T
S
E
W
E
R
U
T
I
L
I
T
Y
E
A
S
E
M
E
N
T
S 5
3
°
5
6
'
0
8
"
E
159
.
2
7
'
22
21
21
23
23
22
22
21
22
21
23
S 36
°
3
8
'
3
5
"
W
1
1
8
.
4
8
'
S 36
°
3
8
'
3
5
"
W
1
2
4
.
8
7
'
EP 24.00
EP 24.00
EP 23.80
EP 23.90
REVISION NO.
OF:
DATE:
SCALE:
DRAWN BY:
47
3
7
C
A
S
T
L
E
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Y
N
E
R
D
.
,
C
A
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A
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A
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PA
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&
D
E
A
N
N
E
M
E
A
D
O
W
S
47
1
7
I
N
D
I
A
N
C
O
R
N
T
R
A
I
L
CA
S
T
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
NOR T H CAROLINA
J
AME
B A N C H S M
P ROFE SSION
ENGIN E E R
SEAL AL
S R
ITH
03 435 4
D
OGW O O D LD,
P
L
L
C
5872-P .CIL CN
205 Sierra Dr.Wilmington, NC 28409(910) 264-1071
PROJ. NO.24106.DLD
JBS
SHEET:
10/29/25
FINAL DESIGN -
NOT FOR
CONSTRUCTION
1. SW PERMIT REVIEW
2. NHC-SW PERMIT REVIEW
10/18/25
CE100
5 6
EROSIONCONTROL AND
DETAILS
0 10 20 40 80
S C A L E: 1" = 20'
G R A P H I C S C A L E
N O R T H
20 SCALE
(No Scale)
Vicinity Map
Site
N
E
S
W
NC H
W
Y
1
1
7
-
C
A
S
T
L
E
H
A
Y
N
E
R
O
A
D
PAR
M
E
L
E
R
D
SODNE
Y
R
D
12" RIBBON CURB
(SEE DETAILS)
INSTALL TEMPORARY
EROSION CONTROL
CONSTRUCTION ENTRANCE
PER NCDOT SPEC. (SEE DETAIL)
EROSION CONTROL LEGEND:
SILT FENCE
PROPOSED CONTOURS
EXISTING CONTOURS
23
21
SFSF SF
SF
SF
SF
SF
SF
SF
SF
S
F
SF
SF
SF
SF SF
INSTALL TEMPORARY
SILT FENCE
(SEE DETAIL)
BOTTOM STRAND MIN. #14 GAUGE
TOP STRAND MIN. #14 GAUGE
STEEL POST
FILL
S
L
O
P
E
STAY AND LINE WIRES MIN. #14 GAUGE
4" X 8" TRENCH LINED W/ 12" OFFABRIC AND COMPACTED FILL ONTOPNOTES:
1.WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM MESH OPENING OF 6-INCHES.2.SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THEMANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLETRAY INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355.3.SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONSINSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.
8' MAX. SPACING WITH WIRE FENCEOR 6' MAX SPACING WITH NO WIRE
3'
-
0
"
M
I
N
.
2'-
0
"
M
I
N
.
2'-
0
"
MA
X
.
TEMPORARY SILT FENCE
NOT TO SCALE
EROSION CONTROL MAINTENANCE PLAN:
1.ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND OPERATION FOLLOWING EVERY1/2-INCH OR GREATER RAINFALL BUT IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADEIMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
2.ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TOMAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3.SEDIMENT FENCE / SEDIMENT FENCE OUTLETS - SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN ITBECOMES HALF-FILLED. THE SEDIMENT FENCE WILL BE BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER. STAKES MUSTBE STEEL, AND SPACED 6 FEET WITH EXTRA STRENGTH FABRIC AND NO WIRE BACKING. STAKE SPACING CAN BE 8 FEET WHENSTANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS (OR EXCELSIOR WATTLES) ARE DESIGNED ATLOW POINTS IN THE SEDIMENT FENCE THE ROCK OR WATTLE WILL BE REPAIRED OR REPLACED IF IT BECOMES HALF FULL OFSEDIMENT, NO LONGER DRAINS, OR IS DAMAGED.
REVISION NO.
OF:
DATE:
SCALE:
DRAWN BY:
47
3
7
C
A
S
T
L
E
H
A
Y
N
E
R
D
.
,
C
A
S
T
L
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
TH
E
S
E
D
R
A
W
I
N
G
S
A
N
D
S
P
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C
I
F
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C
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O
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S
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PR
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B
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1
6
:
3
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A
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D
.
ME
A
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A
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PA
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L
&
D
E
A
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S
47
1
7
I
N
D
I
A
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O
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A
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CA
S
T
E
H
A
Y
N
E
,
N
C
2
8
4
2
9
NOR T H CAROLINA
J
AME
B A N C H S M
P ROFE SSION
ENGIN E E R
SEAL AL
S R
ITH
03 435 4
D
OGW O O D LD,
P
L
L
C
5872-P .CIL CN
205 Sierra Dr.Wilmington, NC 28409(910) 264-1071
PROJ. NO.24106.DLD
JBS
SHEET:
10/29/25
FINAL DESIGN -
NOT FOR
CONSTRUCTION
1. SW PERMIT REVIEW
2. NHC-SW PERMIT REVIEW
8/30/24
6 6
NTS
GENERAL CIVIL-SITE NOTES:
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
2.ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITSISSUED.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALLHORIZONTAL AND VERTICAL CONTROLS TO BE USED WITH THEPROJECT. CONTRACTOR SHALL EMPLOY A PROFESSIONALSURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4.ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN ANEXISTING EASEMENT, THE CONTRACTOR IS TO NOTIFY THEHOLDER OF SAID EASEMENT AND TO FOLLOW ANY GUIDELINES
OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCEDIN THE RECORDED EASEMENT. CONTRACTOR SHALL EMPLOYPROFESSIONAL SURVEYOR TO PERFORM LOCATION OFEASEMENTS AS NEEDED.
5. CIVIL SITE PLANS DO NOT REPRESENT ACCURACY OR PIPEPENETRATION LOCATIONS OF ALL STRUCTURES. CONTRACTORAND OWNER SHALL REFER TO ARCHITECTURAL DRAWINGS FOR
ALL BUILDING DIMENSIONS AND DETAILS.
GENERAL CONTRACT NOTES:
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF
EXISTING UTILITIES ON THE PLANS. THE EXACT LOCATION OF ALL EXISTINGUTILITIES IS NOT KNOWN IN ALL CASES. THE CONTRACTOR SHALL EXPLORETHE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS, ELECTRONIC
DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITYCOMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OFTRENCHING OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TOEXISTING UTILITIES. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALLCOSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINESINCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FORTEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS,FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC.
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS ANDINTERPRETATIONS OF THE DEPARTMENT OF LABOR SAFETY AND HEALTHREGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THEOCCUPATIONAL SAFETY AND HEALTH ACT.
3.CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUMINCONVENIENCE TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL
PROVIDE, ERECT AND MAINTAIN AT ALL TIMES DURING THE PROGRESS ORTEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS OROTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN ASNECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSEENGAGED IN THE CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE INACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION ANDMAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORMTRAFFIC CONTROL DEVICES" BY THE USDOT.
4.ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BEREPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERALCONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS,EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNINGCONSTRUCTION.
5.DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO
DISTORTION.
6.IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMEDNECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES ANDREASONS THEREOF SHALL BE GIVEN TO THE OWNER FOR REVIEW, NODEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADE WITHOUTTHE PERMISSION OF THE OWNER, ENGINEER AND/OR ARCHITECT COUNTY.
7.CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALLUNDERGROUND UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOTNECESSARILY SHOWN ON PLANS AND WHERE SHOWN ARE ONLYAPPROXIMATE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGETO UNDERGROUND STRUCTURES. THE CONTRACTOR IS RESPONSIBLE FORCONTACTING ALL NONSUBSCRIBING UTILITIES. C A L L NC-811.
8.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED.
9.THE ENGINEER DISCLAIMS ANY ROLE IN THE CONSTRUCTION MEANS ANDMETHODS
ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.CD100
CIVIL NOTESAND DETAILS
NOTES
1. ACCESSIBLE PARKING AND ACCESSIBLE AISLES SHALL NOT
EXCEED 2.0% IN SLOPE IN ANY DIRECTION. IF ONLY ONE ACCESS AISLE IS INSTALLED, IT IS TO BE A VAN SIZE.
2. PARKING STALL DIMENSIONING SHALL BE IN ACCORDANCE WITH
APPLICABLE GOVERNING AUTHORITY'S AND ADA STANDARDS AND IF DIFFERENT THAN THIS DETAIL SHALL BE THE DIMENSIONING
SHOWN ON THE SITE LAYOUT PLAN.
3. GENERAL CONTRACTOR SHALL REFER TO OWNER STANDARD PARKING LOT STRIPING SPECIFICATIONS AND COLORS.
4. CONTRACTOR SHALL USE 4" WIDE WHITE PAINT FOR STRIPING ON ASPHALT PARKING LOTS.
5. CONTRACTOR SHALL USE 4" WIDE YELLOW PAINT FOR
STRIPING ON CONCRETE PARKING LOTS.
8'8'
SIGN
PARKING ACCESSIBLE SPACE
DIMENSIONS AND STRIPING DETAILS
NOT TO SCALE
HANDICAP SIGN DETAIL
NOTES:
2.1.POST HOLES SHALL BE FILLED WITH GRANULAR BACKFILL IN 3-INCH TO 4-INCH LIFTS.METAL POST AND ALL HARDWARE SHALL BE GALVANIZED STEEL, ASTM A307-90.
5.TOP EDGE TREATMENT FILM SHALL BE 3" WIDE, CLEAR AND TRANSPARENT WITH A
8.
7.
6.
SPACING BETWEEN LINES.
ARROWS SHALL BE 5.625" LONG BY 3.75" HIGH.
CORNER RADIUS OF SIGNS SHALL BE 2.5"
SHALL BE 3.75" HEIGHT AND LOWERCASE LETTERS SHALL BE 2.5" HEIGHT WITH 3.75"
SIGN LETTERING SHALL BE NPS MODIFIED CLARENDON TYPEFACE. UPPERCASE LETTERSBY 3M COMPANY.
REFLECTIVE FACING MATERIAL SHALL BE SCOTCHLITE HIGH INTENSITY, MANUFACTURED
TRANSPARENT FILE #639.SUB-RESISTANT PRESSURE SENSITIVE NON-YELLOWING ADHESIVE, "SKOTCHCAL"
4.
3.
WITH ASTM STD B-209. THICKNESS SHALL BE 0.80 INCHES.
SIGNS SHALL BE CONSTRUCTED OF ALUMINUM, TYPE 6061-T6 AND IN CONFORMANCE
COMPRESSIVE STRENGTH OF 3000 PSI.CONCRETE FOR FOOTING SHALL BE PORTLAND CEMENT AND HAVE A MINIMUM
THOROUGHLY HAND TAMP EACH LIFT AND CROWN BACKFILL AT TOP TO SHED WATER.
9.MOUNT ON BUILDING OR METAL POST AS DIRECTED.
NOT TO SCALE
12"
PARKING
RESERVED
$ 250
MAXIMUM
PENALTY
7'
PAVEMENT/GRASS
$ 250
PENALTY
MAXIMUM
9"
9"
2"
R7-8D
12"x9"
6"
18"
MUTCD
12"x18"
R7-8
R7-8a9"VAN
PARKING
RESERVED
ACCESSIBLE
18"
2"
12"x6"
12"
4" PAINTED LINE (TYP.)
8" DIAM.
1'-
4
"
10
"
1'-
1
0
"
8"
1'-2"
14"R
GENERAL NOTES:
1.A GROOVE JOINT 1" DEEP WITH 1/8" RADII SHALL BE REQUIRED IN THE CONCRETE SIDEWALK AT 5' INTERVALS.2.ONE 1/2" EXPANSION JOINT WILL BE REQUIRED AT 45' INTERVALS.3.A 1/2" EXPANSION JOINT WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB AND GUTTER AND ANY RIGID STRUCTURES.4.IN SIDEWALKS AND PLAZA AREAS EXPANSION JOINTS ARE REQUIRED AT NO GREATER THAN 30' INTERVALS.5.CONCRETE SHALL BE 3600 PSI. IN 28 DAYS.
3600 P.S.I.CONCRETE
COMPACTEDSUBGRADE
CONCRETE SIDEWALK SECTION
NOT TO SCALE
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
CONCRETE SIDEWALK DETAIL
GROOVE JOINT (5'MAX. O.C.)1/8" RADIUS
1/8"
4"
3600 P.S.I.CONCRETE
GROOVE JOINT(5' MAX. O.C.)1/8" RADIUS
1/8"
3"
COMPACTEDSUBGRADE
BOTTOM OF AGGREGATE24" SEPARATION FROM SHWL
NOTES:1.PERVIOUS CONCRETE SHALL CONFORM TO ALL REQUIREMENTS OF ACI522.1-13, 'SPECIFICATION FOR PERVIOUS CONCRETE PAVEMENT,'PUBLISHED BY THE AMERICAN CONCRETE INSTITUTE EXCEPT ASMODIFIED BY THESE CONTRACT DOCUMENTS.
2.IN-FIELD INFILTRATION TESTING SHALL CONFIRM LAND MANAGEMENT SOILTESTS OF EXISTING CONDITIONS.
3.SHWL (SEASONALLY HIGH WATER TABLE) TO BE DETERMINED BY SOILSCIENTIST.
1-
1
/
2
"
G
A
P
LANDSCAPEISLAND
RIBBON HEADER CURB AND PAVEMENT DETAILS
NOT TO SCALE
6.0" PERVIOUS CONCRETE
7.0" WASHED #57 STONE
ASPHALT DRIVEWAY - NCDOT
6"x12" CONCRETE HEADER CURB
NOTE: PAVEMENT SECTION SHALL BE VERIFIED WITHGEOTECHNICAL ENGINEER OR NCDOT DRIVEWAY INSPECTORS.
8" - AGGREGATE BASE COURSECOMPACTED IN ACCORDANCE WITH THE GEOTECHNICALREPORT
COMPACTED SUBGRADE IN ACCORDANCEWITH THE GEOTECHNICAL REPORT
1.5" - SF9.5C SURFACE IN ACCORDANCE WITH NCDOTSPECIFICATIONS
NCDOT ROW ASPHALT PAVEMENT SECTION
NOT TO SCALE
6" PVC PERFORATED DRAIN PIPE
WRAPPED IN GEOTEXTILE SOCK
PERFORATED PVC PIPE SECTION
NOT TO SCALE
13" TOTAL(7" MIN. + 6" AROUNDPIPE)
6"
2" MOUND
UNDISTURBED SOIL
TOP OF ROOT BALL 1" ABOVE FINISHED GRADE
CLEAN BACKFILL
VARIES
6"
VA
R
I
E
S
3" SAUCER AROUND SHRUB PERMEABLE WEED
FABRIC (TYP.)
3" (DEPTH) PINE STRAW
SHRUB PLANTING DETAIL
NOT TO SCALE
3" SAUCER AROUND TREE
REINFORCED RUBBER HOSE
CLEAN BACKFILL
UNDISTURBED SOIL
GUYING STAKE
TOP OF ROOTBALL 1"
12"min.
SHOWN (TYP.)
ORANGE FLAGGING
ON GUY WIRE AS
TREE WELL
ROOT BALL
36" LENGTH2"x2" CEDAR STAKE
#12 GAUGE
PLAN VIEW
WIRE
2" MOUND
ABOVE FINISHED GRADE
PERMEABLE WEEDFABRIC (TYP.)
3" (DEPTH) PINE STRAW
TREE PLANTING DETAIL
NOT TO SCALE
6"x12" CONCRETE HEADER CURB