2-4-22 Habitat TRC SetNOTICE REQUIREDALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED PRIOR TO THE BEGINNING OF ANYCONSTRUCTION IN THE VICINITY OF SAID UTILITIES.CONTRACTORS SHALL NOTIFY OPERATORS WHO MAINTAIN UNDERGROUND UTILITY LINES IN THE AREA OF PROPOSEDEXCAVATION AT LEAST TWO WORKING DAYS, BUT NOT MORE THAN TEN WORKING DAYS PRIOR TO COMMENCEMENTOF EXCAVATION OR DEMOLITION.CONTRACTORS SHALL CONTACT OVERHEAD ELECTRIC PROVIDER TO COMPLY WITH FEDERAL OSHA 1910.333 MINIMUMAPPROACH DISTANCE TO ENERGIZED POWERLINES AND OSH 29 CFR 1926.1407-1411 MUST BE FOLLOWED.CONTACT THESE UTILITIESNEW HANOVER COUNTY, PLANNING & ENGINEERINGATTN: PLANNING STAFFPH: 910-798-7151ATTN: JIM IANNUCCI, ENGINEERINGPH: 910-798-7139PIEDMONT NATURAL GASATTN: PAUL GONKAPH: 910-251-2810EMERGENCY DIAL 911POLICE - FIRE - RESCUE AQUA NC (WATER & SEWER)CUSTOMER SERVICEPH: 877-987-2782BUSINESS DEVELOPMENT - RUFFIN POOLEPH: 919-653-6967DUKE ENERGYDISTRIBUTION CONSTRUCTION SERVICEPH: 910-256-7258DEP CSC PH: 1-800-452-2777AT&T/BELL SOUTHATTN: CHRISSY COSTONPH: 910-341-7664SPECTRUMPH: 910-763-4638
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I HEREBY CERTIFY THAT THIS PLAN HAS BEEN PREPARED IN ACCORDANCE WITH THELATEST NEW HANOVER COUNTY ORDINANCES AND STORM WATER DESIGN MANUAL.Signature:Name and Title: James Branch Smith, PEDate:6/3/21Registration Number:034354WE HEREBY CERTIFY THAT WE ARE THE CURRENT DEVELOPER OF THE PROPERTY ANDTHAT UPON RECEIPT OF "AUTHORIZATION TO CONSTRUCT" ANY CLEARING, GRADING,CONSTRUCTION, OR DEVELOPMENT WILL BE PERFORMED IN ACCORDANCE WITH THISPLAN 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 RESPONSIBILITYFOR THE CONSTRUCTION AND OPERATION AND MAINTENANCE OF THE PROPOSEDFACILITIES. WE WILL NOT ATTEMPT TO TRANSFER THIS RESPONSIBILITY WITHOUT THEWRITTEN AUTHORIZATION OF NEW HANOVER COUNTY.Signature:Name and Title: William L. Heafner, ManagerDate:6/2/21
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CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
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CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
6138 CAROLINA BEACH RD (US 421S)
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FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
PIEDMONT COMPANIES
2671 E. Main Street
Lincolnton, NC 28092
(704) 736-4385
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1. REVISED PER SW REVIEW 7/9/21
2. REVISED PER SW AND EC REVIEW 8/5/21
3. REVISED PER SW REVIEW 8/23/21
4. REVISED PER EC & TRC REVIEWS 9/14/21
5. REVISED PER NHC/DWQ/NCDOT COMMENTS 10/19/21
6. REVISED PER NHC/DWQ/NCDOT COMMENTS 12/30/21
7. SUBMITTAL FOR NHC TRC 2/4/22
GENERAL NOTES
1/8/21
NTS
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COORDINATION NOTES:1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTIONOF THESE PLANS.2. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND WITH THE CITY OFWILMINGTON, NEW HANOVER COUNTY, CAPE FEAR PUBLIC UTILITY AUTHORITY (CFPUA), AND THESTATE OF NORTH CAROLINA.3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TOBE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OFTHE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECTPLANS. CONTRACTOR SHALL EMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITEIMPROVEMENT STAKEOUT(S).4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTORIS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TOFOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED INTHE RECORDED EASEMENT.5. CONTRACTOR SHALL REFER TO ARCHITECTURAL DRAWINGS BY OTHERS FOR ALL BUILDINGDIMENSIONS AND DETAILS.GENERAL NOTES:1. TREE INVENTORY AND TOPOGRAPHIC SURVEY COMPLETED BY PARAMOUNTE ENGINEERING, INC.THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY DISCREPANCIES REPORTED TOTHE OWNER AND ENGINEER. SURVEY ELEVATIONS ARE TIED TO NAVD88 VERTICAL DATUM.CONTRACTOR'S SURVEYOR SHALL CONFIRM ESTABLISH HORIZONTAL AND VERTICAL CONTROL ANDVERIFY ELEVATIONS PRIOR TO BEGINNING CONSTRUCTION.2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES ONTHE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL CASES. THECONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY OBSERVATIONS,ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE UTILITY COMPANIES.IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING OPERATIONS SO AS TOELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL BERESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY LINESINCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARYSUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONECABLES, WATER LINES, ETC.3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THEDEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATEDUNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TOTHE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALLTIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN ASNECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THECONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATESTEDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ONUNIFORM TRAFFIC CONTROL DEVICES" BY THE USDOT.5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THEWORK SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSEDOF OFF-SITE.6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OFONE YEAR AFTER THE OWNER ACCEPTS THE WORK.7.CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE-CALL CENTER AT 811 AN ALLOW THE CENTERTO LOCATE EXISTING UTILITIES BEFORE DIGGING.8.ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THEOWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN HEREON BEFOREBEGINNING CONSTRUCTION.9.CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC SHALL BEPROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.10.ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN UNDISTURBED,UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.11.DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.12.THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION OFTHE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.13.THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS" BROOMCLEAN AT ALL TIMES.14.ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGEDITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS ARESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THESPECIFICATIONS.15.CONTRACTOR SHALL MAINTAIN AN "AS-BUILT" SET OF DRAWINGS TO RECORD THE EXACT LOCATIONOF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE GIVEN TO THE OWNER UPONCOMPLETION OF THE PROJECT WITH A COPY OF THE TRANSMITTAL LETTER TO THE ENGINEER.16.IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THECONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE GIVEN TO THEOWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENTS SHALL BE MADEWITHOUT THE PERMISSION OF THE OWNER, NEW HANOVER COUNTY, OR CFPUA, RESPECTIVELY.17.CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THELOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERESHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO EXTRACOST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY. NO CLAIMSFOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR FROM THEPRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO REMOVAL ORREARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TOUNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL" TOLL FREE 1-800-632-4949AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FORCONTACTING ALL NONSUBSCRIBING UTILITIES.18.THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,ETC., THAT MAY BE REQUIRED.19.THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND METHODSASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.20.ALL LOT STRIPING AND DIRECTIONAL ARROWS TO BE REFLECTIVE MARKINGS AND SHALL CONFORMTO MUTCD. ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALLBE WHITE.21.LANDSCAPE PLANTINGS AT ENTRANCE/ EXITS WILL BE INSTALLED AND MAINTAINED SO AS NOT TOINTERFERE WITH SIGHT DISTANCE NEEDS OF DRIVERS IN THE PARKING AREA AND ATENTRANCE/EXIT LOCATIONS PER LOCAL STANDARDS.22.ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE OF CURB UNLESSOTHERWISE NOTED.DEMOLITION NOTES:1.CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY M
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AS SHOWN ON THESE PLANS.4.THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STR
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CONTRACTOR.6.THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (D
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DEMOLITION. THIS RECORD SHALL BE DELIVERED TO THE OWNER.7.EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NO
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REGULATIONS AS WELL AS OSHA REGULATIONS.13.EXISTING FIRE HYDRANTS ON OR NEAR THE SITE ARE TO REMAIN IN
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14.INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAI
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ROOF DRAIN NOTE:1) PROPOSED BUILDING SHALL DIVERT ROOF DRAINAGE TOSTORMWATER COLLECTION SYSTEM.WETLAND NOTES:1) THERE ARE NO WETLANDS ON THE PROPERTY.GENERAL STORM SEWER NOTES1.ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANC
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0
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2.
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13
.
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.
14
.
CU
R
B
R
A
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P
T
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P
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A
N
D
L
O
C
A
T
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N
A
R
E
P
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R
P
L
A
N
.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:1.THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROU
N
D
C
O
V
E
R
O
N
A
L
L
E
X
P
O
S
E
D
PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES AND ALL S
L
O
P
E
S
S
T
E
E
P
E
R
T
H
A
N
3
:
1
W
I
T
H
I
N
7
CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY. GROUN
D
C
O
V
E
R
S
H
A
L
L
B
E
P
R
O
V
I
D
E
D
O
N
ALL OTHER DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE
L
A
S
T
L
A
N
D
D
I
S
T
U
R
B
I
N
G
A
C
T
I
V
I
T
Y
.
2.UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL E
R
O
S
I
O
N
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDAN
C
E
W
I
T
H
T
H
E
M
I
N
I
M
U
M
STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION
A
N
D
S
E
D
I
M
E
N
T
C
O
N
T
R
O
L
HANDBOOK.3.THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE W
E
E
K
P
R
I
O
R
T
O
T
H
E
PRE-CONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMME
N
C
E
M
E
N
T
O
F
L
A
N
D
D
I
S
T
U
R
B
I
N
G
ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.4.ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACE
D
P
R
I
O
R
T
O
C
L
E
A
R
I
N
G
A
N
D
/
O
R
LAND DISTURBANCE.5.A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN A
N
D
P
E
R
M
I
T
S
H
A
L
L
B
E
M
A
I
N
T
A
I
N
E
D
ON THE SITE AT ALL TIMES.6.PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHE
R
T
H
A
N
I
N
D
I
C
A
T
E
D
O
N
T
H
E
S
E
PLANS (INCLUDING, BUT NOT LIMITED TO OFF-SITE BORROW OR WAST
E
A
R
E
A
S
S
T
A
G
I
N
G
O
R
S
T
O
R
A
G
E
AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEME
N
T
A
R
Y
E
R
O
S
I
O
N
C
O
N
T
R
O
L
P
L
A
N
TO THE OWNER FOR REVIEW AND TO NEW HANOVER COUNTY FOR AP
P
R
O
V
A
L
.
C
O
N
T
R
A
C
T
O
R
S
H
A
L
L
P
A
Y
ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT N
O
S
E
P
A
R
A
T
E
P
A
Y
M
E
N
T
.
T
H
E
CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COP
Y
O
F
T
H
E
A
M
E
N
D
E
D
P
E
R
M
I
T
.
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDIT
I
O
N
A
L
E
R
O
S
I
O
N
C
O
N
T
R
O
L
MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION A
S
D
E
T
E
R
M
I
N
E
D
B
Y
E
I
T
H
E
R
T
H
E
REVIEWING AGENCY OR THE ENGINEER..8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONT
R
O
L
M
E
A
S
U
R
E
S
A
T
A
L
L
T
I
M
E
S
DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMEN
T
U
N
T
I
L
F
I
N
A
L
S
T
A
B
I
L
I
Z
A
T
I
O
N
I
S
ACHIEVED.9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPR
O
V
E
D
S
H
A
L
L
B
E
S
O
D
D
E
D
O
R
SEEDED AS INDICATED AND STABILIZED.10. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO A
N
A
P
P
R
O
V
E
D
F
I
L
T
E
R
I
N
G
D
E
V
I
C
E
PRIOR TO DISCHARGE TO RECEIVING OUTLET.11.THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES
P
E
R
I
O
D
I
C
A
L
L
Y
A
N
D
A
F
T
E
R
E
A
C
H
RUNOFF-PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP
T
O
M
A
I
N
T
A
I
N
T
H
E
E
F
F
E
C
T
I
V
E
N
E
S
S
OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY.12.ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED
B
Y
C
O
N
T
R
A
C
T
O
R
O
N
C
E
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLIS
H
E
D
O
R
A
S
D
I
R
E
C
T
E
D
B
Y
T
H
E
ENGINEER.13.TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED
A
T
A
L
L
C
O
N
S
T
R
U
C
T
I
O
N
S
T
A
G
I
N
G
AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO
N
O
N
-
P
A
V
E
D
A
R
E
A
.
14.WHEN CROSSING CREEK OR DRAINAGE-WAY, THE DIVISION OF WATER
Q
U
A
L
I
T
Y
S
H
A
L
L
B
E
C
O
N
T
A
C
T
E
D
PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL R
I
P
-
R
A
P
W
I
T
H
F
A
B
R
I
C
A
L
O
N
G
DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINA
L
C
O
N
T
O
U
R
S
,
B
U
T
N
O
T
S
T
E
E
P
E
R
THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED IM
M
E
D
I
A
T
E
L
Y
.
ER
O
S
I
O
N
C
O
N
T
R
O
L
A
N
D
S
E
Q
U
E
N
C
E
O
F
C
O
N
S
T
R
U
C
T
I
O
N
N
O
T
E
S
:
NO
T
E
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P
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.
1.
CO
N
S
T
R
U
C
T
T
E
M
P
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A
R
Y
G
R
A
V
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(
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B
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2.
CL
E
A
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A
N
D
R
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M
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F
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I
T
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F
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S
.
3.
CO
N
S
T
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P
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A
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S
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D
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T
B
A
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(
S
)
A
N
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D
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,
S
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,
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.
4.
IN
S
T
A
L
L
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M
A
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N
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A
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M
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N
C
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CO
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T
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I
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N
.
5.
PL
A
N
T
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A
L
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1
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.
6.
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M
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P
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D
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.
,
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7.
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T
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A
L
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B
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8.
DU
R
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N
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A
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R
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.
9.
UP
O
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R
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C
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I
V
I
N
G
F
I
N
A
L
A
P
P
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ME
A
S
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.
10
.
TH
E
C
O
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T
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A
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A
L
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C
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M
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A
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D
M
A
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&
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L
A
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AR
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A
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C
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C
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A
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N
A
N
C
E
P
L
A
N
:
1.
AL
L
E
R
O
S
I
O
N
A
N
D
S
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D
I
M
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N
T
C
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A
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A
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FO
L
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G
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Y
1
/
2
-
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A
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.
AN
Y
N
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D
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D
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P
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N
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D
.
2.
AL
L
C
O
N
S
T
R
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C
T
I
O
N
E
N
T
R
A
N
C
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D
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D
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2
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C
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OF
#
4
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T
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A
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B
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M
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D
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L
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M
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D
.
3.
SE
D
I
M
E
N
T
F
E
N
C
E
/
S
E
D
I
M
E
N
T
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6
F
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4.
AL
L
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D
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A
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A
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L
L
B
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C
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.
5.
IN
L
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P
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C
T
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CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SE
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CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
6138 CAROLINA BEACH RD (US 421S)
21
1
2
2
.
P
E
HABITAT RESTORE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
PIEDMONT COMPANIES
2671 E. Main Street
Lincolnton, NC 28092
(704) 736-4385
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r
e
t
h
e
i
n
l
e
t
s
t
o
E
r
o
s
i
o
n
a
n
d
S
e
d
i
m
e
n
t
C
o
n
t
r
o
l
M
e
a
s
u
r
e
s
.
3.
Ap
p
l
y
f
l
o
c
c
u
l
a
n
t
s
a
t
t
h
e
c
o
n
c
e
n
t
r
a
t
i
o
n
s
s
p
e
c
i
f
i
e
d
i
n
t
h
e
NC
D
W
R
L
i
s
t
o
f
A
p
p
r
o
v
e
d
PA
M
S
/
F
l
o
c
c
u
l
a
n
t
s
a
n
d
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
m
a
n
u
f
a
c
t
u
r
e
r
'
s
i
n
s
t
r
u
c
t
i
o
n
s
.
4.
Pr
o
v
i
d
e
p
o
n
d
i
n
g
a
r
e
a
f
o
r
c
o
n
t
a
i
n
m
e
n
t
o
f
t
r
e
a
t
e
d
S
t
o
r
m
w
a
t
e
r
b
e
f
o
r
e
d
i
s
c
h
a
r
g
i
n
g
of
f
s
i
t
e
.
5.
St
o
r
e
f
l
o
c
c
u
l
a
n
t
s
i
n
l
e
a
k
-
p
r
o
o
f
c
o
n
t
a
i
n
e
r
s
t
h
a
t
a
r
e
k
e
p
t
u
n
d
e
r
s
t
o
r
m
-
r
e
s
i
s
t
a
n
t
c
o
v
e
r
or
s
u
r
r
o
u
n
d
e
d
b
y
s
e
c
o
n
d
a
r
y
c
o
n
t
a
i
n
m
e
n
t
s
t
r
u
c
t
u
r
e
s
.
HA
Z
A
R
D
O
U
S
A
N
D
T
O
X
I
C
W
A
S
T
E
1.
Cr
e
a
t
e
d
e
s
i
g
n
a
t
e
d
h
a
z
a
r
d
o
u
s
w
a
s
t
e
c
o
l
l
e
c
t
i
o
n
a
r
e
a
s
o
n
-
s
i
t
e
.
2.
Pl
a
c
e
h
a
z
a
r
d
o
u
s
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
u
n
d
e
r
c
o
v
e
r
o
r
i
n
s
e
c
o
n
d
a
r
y
c
o
n
t
a
i
n
m
e
n
t
.
3.
Do
n
o
t
s
t
o
r
e
h
a
z
a
r
d
o
u
s
c
h
e
m
i
c
a
l
s
,
d
r
u
m
s
o
r
b
a
g
g
e
d
m
a
t
e
r
i
a
l
s
d
i
r
e
c
t
l
y
o
n
t
h
e
g
r
o
u
n
d
.
EQ
U
I
P
M
E
N
T
A
N
D
V
E
H
I
C
L
E
M
A
I
N
T
E
N
A
N
C
E
1.
Ma
i
n
t
a
i
n
v
e
h
i
c
l
e
s
a
n
d
e
q
u
i
p
m
e
n
t
t
o
p
r
e
v
e
n
t
d
i
s
c
h
a
r
g
e
o
f
f
l
u
i
d
s
.
2.
Pr
o
v
i
d
e
d
r
i
p
p
a
n
s
u
n
d
e
r
a
n
y
s
t
o
r
e
d
e
q
u
i
p
m
e
n
t
.
3.
Id
e
n
t
i
f
y
l
e
a
k
s
a
n
d
r
e
p
a
i
r
a
s
s
o
o
n
a
s
f
e
a
s
i
b
l
e
,
o
r
r
e
m
o
v
e
l
e
a
k
i
n
g
e
q
u
i
p
m
e
n
t
f
r
o
m
t
h
e
pr
o
j
e
c
t
.
4.
Co
l
l
e
c
t
a
l
l
s
p
e
n
t
f
l
u
i
d
s
,
s
t
o
r
e
i
n
s
e
p
a
r
a
t
e
c
o
n
t
a
i
n
e
r
s
a
n
d
p
r
o
p
e
r
l
y
d
i
s
p
o
s
e
a
s
ha
z
a
r
d
o
u
s
w
a
s
t
e
(
r
e
c
y
c
l
e
w
h
e
n
p
o
s
s
i
b
l
e
)
.
5.
Re
m
o
v
e
l
e
a
k
i
n
g
v
e
h
i
c
l
e
s
a
n
d
c
o
n
s
t
r
u
c
t
i
o
n
e
q
u
i
p
m
e
n
t
f
r
o
m
s
e
r
v
i
c
e
u
n
t
i
l
t
h
e
p
r
o
b
l
e
m
ha
s
b
e
e
n
c
o
r
r
e
c
t
e
d
.
6.
Br
i
n
g
u
s
e
d
f
u
e
l
s
,
l
u
b
r
i
c
a
n
t
s
,
c
o
o
l
a
n
t
s
,
h
y
d
r
a
u
l
i
c
f
l
u
i
d
s
a
n
d
o
t
h
e
r
p
e
t
r
o
l
e
u
m
p
r
o
d
u
c
t
s
to
a
r
e
c
y
c
l
i
n
g
o
r
d
i
s
p
o
s
a
l
c
e
n
t
e
r
t
h
a
t
h
a
n
d
l
e
s
t
h
e
s
e
m
a
t
e
r
i
a
l
s
.
LI
T
T
E
R
,
B
U
I
L
D
I
N
G
M
A
T
E
R
I
A
L
A
N
D
L
A
N
D
C
L
E
A
R
I
N
G
W
A
S
T
E
1.
Ne
v
e
r
b
u
r
y
o
r
b
u
r
n
w
a
s
t
e
.
P
l
a
c
e
l
i
t
t
e
r
a
n
d
d
e
b
r
i
s
i
n
a
p
p
r
o
v
e
d
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
.
2.
Pr
o
v
i
d
e
a
s
u
f
f
i
c
i
e
n
t
n
u
m
b
e
r
a
n
d
s
i
z
e
o
f
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
(
e
.
g
d
u
m
p
s
t
e
r
,
t
r
a
s
h
re
c
e
p
t
a
c
l
e
)
o
n
s
i
t
e
t
o
c
o
n
t
a
i
n
c
o
n
s
t
r
u
c
t
i
o
n
a
n
d
d
o
m
e
s
t
i
c
w
a
s
t
e
s
.
3.
Lo
c
a
t
e
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
a
t
l
e
a
s
t
5
0
f
e
e
t
a
w
a
y
f
r
o
m
s
t
o
r
m
d
r
a
i
n
i
n
l
e
t
s
a
n
d
s
u
r
f
a
c
e
wa
t
e
r
s
u
n
l
e
s
s
n
o
o
t
h
e
r
a
l
t
e
r
n
a
t
i
v
e
s
a
r
e
r
e
a
s
o
n
a
b
l
y
a
v
a
i
l
a
b
l
e
.
4.
Lo
c
a
t
e
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
o
n
a
r
e
a
s
t
h
a
t
d
o
n
o
t
r
e
c
e
i
v
e
s
u
b
s
t
a
n
t
i
a
l
a
m
o
u
n
t
s
o
f
r
u
n
o
f
f
fr
o
m
u
p
l
a
n
d
a
r
e
a
s
a
n
d
d
o
e
s
n
o
t
d
r
a
i
n
d
i
r
e
c
t
l
y
t
o
a
s
t
o
r
m
d
r
a
i
n
,
s
t
r
e
a
m
o
r
w
e
t
l
a
n
d
.
5.
Co
v
e
r
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
a
t
t
h
e
e
n
d
o
f
e
a
c
h
w
o
r
k
d
a
y
a
n
d
b
e
f
o
r
e
s
t
o
r
m
e
v
e
n
t
s
o
r
pr
o
v
i
d
e
s
e
c
o
n
d
a
r
y
c
o
n
t
a
i
n
m
e
n
t
.
R
e
p
a
i
r
o
r
r
e
p
l
a
c
e
d
a
m
a
g
e
d
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
.
6.
An
c
h
o
r
a
l
l
l
i
g
h
t
w
e
i
g
h
t
i
t
e
m
s
i
n
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
d
u
r
i
n
g
t
i
m
e
s
o
f
h
i
g
h
w
i
n
d
s
.
7.
Em
p
t
y
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
a
s
n
e
e
d
e
d
t
o
p
r
e
v
e
n
t
o
v
e
r
f
l
o
w
.
C
l
e
a
n
u
p
i
m
m
e
d
i
a
t
e
l
y
i
f
co
n
t
a
i
n
e
r
s
o
v
e
r
f
l
o
w
.
8.
Di
s
p
o
s
e
w
a
s
t
e
o
f
f
-
s
i
t
e
a
t
a
n
a
p
p
r
o
v
e
d
d
i
s
p
o
s
a
l
f
a
c
i
l
i
t
y
.
9.
On
b
u
s
i
n
e
s
s
d
a
y
s
,
c
l
e
a
n
u
p
a
n
d
d
i
s
p
o
s
e
o
f
w
a
s
t
e
i
n
d
e
s
i
g
n
a
t
e
d
w
a
s
t
e
c
o
n
t
a
i
n
e
r
s
.
PA
I
N
T
A
N
D
O
T
H
E
R
L
I
Q
U
I
D
W
A
S
T
E
1.
Do
n
o
t
d
u
m
p
p
a
i
n
t
a
n
d
o
t
h
e
r
l
i
q
u
i
d
w
a
s
t
e
i
n
t
o
s
t
o
r
m
d
r
a
i
n
s
,
s
t
r
e
a
m
s
o
r
w
e
t
l
a
n
d
s
.
2.
Lo
c
a
t
e
p
a
i
n
t
w
a
s
h
o
u
t
s
a
t
l
e
a
s
t
5
0
f
e
e
t
a
w
a
y
f
r
o
m
s
t
o
r
m
d
r
a
i
n
i
n
l
e
t
s
a
n
d
s
u
r
f
a
c
e
wa
t
e
r
s
u
n
l
e
s
s
n
o
o
t
h
e
r
a
l
t
e
r
n
a
t
i
v
e
s
a
r
e
r
e
a
s
o
n
a
b
l
y
a
v
a
i
l
a
b
l
e
.
3.
Co
n
t
a
i
n
l
i
q
u
i
d
w
a
s
t
e
s
i
n
a
c
o
n
t
r
o
l
l
e
d
a
r
e
a
.
4.
Co
n
t
a
i
n
m
e
n
t
m
u
s
t
b
e
l
a
b
e
l
e
d
,
s
i
z
e
d
a
n
d
p
l
a
c
e
d
a
p
p
r
o
p
r
i
a
t
e
l
y
f
o
r
t
h
e
n
e
e
d
s
o
f
s
i
t
e
.
5.
Pr
e
v
e
n
t
t
h
e
d
i
s
c
h
a
r
g
e
o
f
s
o
a
p
s
,
s
o
l
v
e
n
t
s
,
d
e
t
e
r
g
e
n
t
s
a
n
d
o
t
h
e
r
l
i
q
u
i
d
w
a
s
t
e
s
f
r
o
m
co
n
s
t
r
u
c
t
i
o
n
s
i
t
e
s
.
PO
R
T
A
B
L
E
T
O
I
L
E
T
S
1.
In
s
t
a
l
l
p
o
r
t
a
b
l
e
t
o
i
l
e
t
s
o
n
l
e
v
e
l
g
r
o
u
n
d
,
a
t
l
e
a
s
t
5
0
f
e
e
t
a
w
a
y
f
r
o
m
s
t
o
r
m
d
r
a
i
n
s
,
st
r
e
a
m
s
o
r
w
e
t
l
a
n
d
s
u
n
l
e
s
s
t
h
e
r
e
i
s
n
o
a
l
t
e
r
n
a
t
i
v
e
r
e
a
s
o
n
a
b
l
y
a
v
a
i
l
a
b
l
e
.
I
f
5
0
f
o
o
t
of
f
s
e
t
i
s
n
o
t
a
t
t
a
i
n
a
b
l
e
,
p
r
o
v
i
d
e
r
e
l
o
c
a
t
i
o
n
o
f
p
o
r
t
a
b
l
e
t
o
i
l
e
t
b
e
h
i
n
d
s
i
l
t
f
e
n
c
e
o
r
p
l
a
c
e
on
a
g
r
a
v
e
l
p
a
d
a
n
d
s
u
r
r
o
u
n
d
w
i
t
h
s
a
n
d
b
a
g
s
.
2.
Pr
o
v
i
d
e
s
t
a
k
i
n
g
o
r
a
n
c
h
o
r
i
n
g
o
f
p
o
r
t
a
b
l
e
t
o
i
l
e
t
s
d
u
r
i
n
g
p
e
r
i
o
d
s
o
f
h
i
g
h
w
i
n
d
s
o
r
i
n
h
i
g
h
fo
o
t
t
r
a
f
f
i
c
a
r
e
a
s
.
3.
Mo
n
i
t
o
r
p
o
r
t
a
b
l
e
t
o
i
l
e
t
s
f
o
r
l
e
a
k
i
n
g
a
n
d
p
r
o
p
e
r
l
y
d
i
s
p
o
s
e
o
f
a
n
y
l
e
a
k
e
d
m
a
t
e
r
i
a
l
.
Ut
i
l
i
z
e
a
l
i
c
e
n
s
e
d
s
a
n
i
t
a
r
y
w
a
s
t
e
h
a
u
l
e
r
t
o
r
e
m
o
v
e
l
e
a
k
i
n
g
p
o
r
t
a
b
l
e
t
o
i
l
e
t
s
a
n
d
r
e
p
l
a
c
e
wi
t
h
p
r
o
p
e
r
l
y
o
p
e
r
a
t
i
n
g
u
n
i
t
.
HE
R
B
I
C
I
D
E
S
,
P
E
S
T
I
C
I
D
E
S
A
N
D
R
O
D
E
N
T
I
C
I
D
E
S
1.
St
o
r
e
a
n
d
a
p
p
l
y
h
e
r
b
i
c
i
d
e
s
,
p
e
s
t
i
c
i
d
e
s
a
n
d
r
o
d
e
n
t
i
c
i
d
e
s
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
l
a
b
e
l
re
s
t
r
i
c
t
i
o
n
s
.
2.
St
o
r
e
h
e
r
b
i
c
i
d
e
s
,
p
e
s
t
i
c
i
d
e
s
a
n
d
r
o
d
e
n
t
i
c
i
d
e
s
i
n
t
h
e
i
r
o
r
i
g
i
n
a
l
c
o
n
t
a
i
n
e
r
s
w
i
t
h
t
h
e
la
b
e
l
,
w
h
i
c
h
l
i
s
t
s
d
i
r
e
c
t
i
o
n
s
f
o
r
u
s
e
,
i
n
g
r
e
d
i
e
n
t
s
a
n
d
f
i
r
s
t
a
i
d
s
t
e
p
s
i
n
c
a
s
e
o
f
ac
c
i
d
e
n
t
a
l
p
o
i
s
o
n
i
n
g
.
3.
Do
n
o
t
s
t
o
r
e
h
e
r
b
i
c
i
d
e
s
,
p
e
s
t
i
c
i
d
e
s
a
n
d
r
o
d
e
n
t
i
c
i
d
e
s
i
n
a
r
e
a
s
w
h
e
r
e
f
l
o
o
d
i
n
g
i
s
po
s
s
i
b
l
e
o
r
w
h
e
r
e
t
h
e
y
m
a
y
s
p
i
l
l
o
r
l
e
a
k
i
n
t
o
w
e
l
l
s
,
s
t
o
r
m
w
a
t
e
r
d
r
a
i
n
s
,
g
r
o
u
n
d
w
a
t
e
r
or
s
u
r
f
a
c
e
w
a
t
e
r
.
I
f
a
s
p
i
l
l
o
c
c
u
r
s
,
c
l
e
a
n
a
r
e
a
i
m
m
e
d
i
a
t
e
l
y
.
4.
Do
n
o
t
s
t
o
c
k
p
i
l
e
t
h
e
s
e
m
a
t
e
r
i
a
l
s
o
n
s
i
t
e
.
CO
N
C
R
E
T
E
W
A
S
H
O
U
T
S
1.
Do
n
o
t
d
i
s
c
h
a
r
g
e
c
o
n
c
r
e
t
e
o
r
c
e
m
e
n
t
s
l
u
r
r
y
f
r
o
m
t
h
e
s
i
t
e
.
2.
Di
s
p
o
s
e
o
f
,
o
r
r
e
c
y
c
l
e
s
e
t
t
l
e
d
,
h
a
r
d
e
n
e
d
c
o
n
c
r
e
t
e
r
e
s
i
d
u
e
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
l
o
c
a
l
an
d
s
t
a
t
e
s
o
l
i
d
w
a
s
t
e
r
e
g
u
l
a
t
i
o
n
s
a
n
d
a
t
a
n
a
p
p
r
o
v
e
d
f
a
c
i
l
i
t
y
.
3.
Ma
n
a
g
e
w
a
s
h
o
u
t
f
r
o
m
m
o
r
t
a
r
m
i
x
e
r
s
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
t
h
e
a
b
o
v
e
i
t
e
m
a
n
d
i
n
ad
d
i
t
i
o
n
p
l
a
c
e
t
h
e
m
i
x
e
r
a
n
d
a
s
s
o
c
i
a
t
e
d
m
a
t
e
r
i
a
l
s
o
n
i
m
p
e
r
v
i
o
u
s
b
a
r
r
i
e
r
a
n
d
w
i
t
h
i
n
lo
t
p
e
r
i
m
e
t
e
r
s
i
l
t
f
e
n
c
e
.
4.
In
s
t
a
l
l
t
e
m
p
o
r
a
r
y
c
o
n
c
r
e
t
e
w
a
s
h
o
u
t
s
p
e
r
l
o
c
a
l
r
e
q
u
i
r
e
m
e
n
t
s
,
w
h
e
r
e
a
p
p
l
i
c
a
b
l
e
.
I
f
a
n
al
t
e
r
n
a
t
e
m
e
t
h
o
d
o
r
p
r
o
d
u
c
t
i
s
t
o
b
e
u
s
e
d
,
c
o
n
t
a
c
t
y
o
u
r
a
p
p
r
o
v
a
l
a
u
t
h
o
r
i
t
y
f
o
r
re
v
i
e
w
a
n
d
a
p
p
r
o
v
a
l
.
I
f
l
o
c
a
l
s
t
a
n
d
a
r
d
d
e
t
a
i
l
s
a
r
e
n
o
t
a
v
a
i
l
a
b
l
e
,
u
s
e
o
n
e
o
f
t
h
e
t
w
o
ty
p
e
s
o
f
t
e
m
p
o
r
a
r
y
c
o
n
c
r
e
t
e
w
a
s
h
o
u
t
s
p
r
o
v
i
d
e
d
o
n
t
h
i
s
d
e
t
a
i
l
.
5.
Do
n
o
t
u
s
e
c
o
n
c
r
e
t
e
w
a
s
h
o
u
t
s
f
o
r
d
e
w
a
t
e
r
i
n
g
o
r
s
t
o
r
i
n
g
d
e
f
e
c
t
i
v
e
c
u
r
b
o
r
s
i
d
e
w
a
l
k
se
c
t
i
o
n
s
.
S
t
o
r
m
w
a
t
e
r
a
c
c
u
m
u
l
a
t
e
d
w
i
t
h
i
n
t
h
e
w
a
s
h
o
u
t
m
a
y
n
o
t
b
e
p
u
m
p
e
d
i
n
t
o
o
r
di
s
c
h
a
r
g
e
d
t
o
t
h
e
s
t
o
r
m
d
r
a
i
n
s
y
s
t
e
m
o
r
r
e
c
e
i
v
i
n
g
s
u
r
f
a
c
e
w
a
t
e
r
s
.
L
i
q
u
i
d
w
a
s
t
e
m
u
s
t
be
p
u
m
p
e
d
o
u
t
a
n
d
r
e
m
o
v
e
d
f
r
o
m
p
r
o
j
e
c
t
.
6.
Lo
c
a
t
e
w
a
s
h
o
u
t
s
a
t
l
e
a
s
t
5
0
f
e
e
t
f
r
o
m
s
t
o
r
m
d
r
a
i
n
i
n
l
e
t
s
a
n
d
s
u
r
f
a
c
e
w
a
t
e
r
s
u
n
l
e
s
s
i
t
ca
n
b
e
s
h
o
w
n
t
h
a
t
n
o
o
t
h
e
r
a
l
t
e
r
n
a
t
i
v
e
s
a
r
e
r
e
a
s
o
n
a
b
l
y
a
v
a
i
l
a
b
l
e
.
A
t
a
m
i
n
i
m
u
m
,
in
s
t
a
l
l
p
r
o
t
e
c
t
i
o
n
o
f
s
t
o
r
m
d
r
a
i
n
i
n
l
e
t
(
s
)
c
l
o
s
e
s
t
t
o
t
h
e
w
a
s
h
o
u
t
w
h
i
c
h
c
o
u
l
d
r
e
c
e
i
v
e
sp
i
l
l
s
o
r
o
v
e
r
f
l
o
w
.
7.
Lo
c
a
t
e
w
a
s
h
o
u
t
s
i
n
a
n
e
a
s
i
l
y
a
c
c
e
s
s
i
b
l
e
a
r
e
a
,
o
n
l
e
v
e
l
g
r
o
u
n
d
a
n
d
i
n
s
t
a
l
l
a
s
t
o
n
e
en
t
r
a
n
c
e
p
a
d
i
n
f
r
o
n
t
o
f
t
h
e
w
a
s
h
o
u
t
.
A
d
d
i
t
i
o
n
a
l
c
o
n
t
r
o
l
s
m
a
y
b
e
r
e
q
u
i
r
e
d
b
y
t
h
e
ap
p
r
o
v
i
n
g
a
u
t
h
o
r
i
t
y
.
8.
In
s
t
a
l
l
a
t
l
e
a
s
t
o
n
e
s
i
g
n
d
i
r
e
c
t
i
n
g
c
o
n
c
r
e
t
e
t
r
u
c
k
s
t
o
t
h
e
w
a
s
h
o
u
t
w
i
t
h
i
n
t
h
e
p
r
o
j
e
c
t
li
m
i
t
s
.
P
o
s
t
s
i
g
n
a
g
e
o
n
t
h
e
w
a
s
h
o
u
t
i
t
s
e
l
f
t
o
i
d
e
n
t
i
f
y
t
h
i
s
l
o
c
a
t
i
o
n
.
9.
Re
m
o
v
e
l
e
a
v
i
n
g
s
f
r
o
m
t
h
e
w
a
s
h
o
u
t
w
h
e
n
a
t
a
p
p
r
o
x
i
m
a
t
e
l
y
7
5
%
c
a
p
a
c
i
t
y
t
o
l
i
m
i
t
ov
e
r
f
l
o
w
e
v
e
n
t
s
.
R
e
p
l
a
c
e
t
h
e
t
a
r
p
,
s
a
n
d
b
a
g
s
o
r
o
t
h
e
r
t
e
m
p
o
r
a
r
y
s
t
r
u
c
t
u
r
a
l
co
m
p
o
n
e
n
t
s
w
h
e
n
n
o
l
o
n
g
e
r
f
u
n
c
t
i
o
n
a
l
.
W
h
e
n
u
t
i
l
i
z
i
n
g
a
l
t
e
r
n
a
t
i
v
e
o
r
p
r
o
p
r
i
e
t
a
r
y
pr
o
d
u
c
t
s
,
f
o
l
l
o
w
m
a
n
u
f
a
c
t
u
r
e
r
'
s
i
n
s
t
r
u
c
t
i
o
n
s
.
10
.
At
t
h
e
c
o
m
p
l
e
t
i
o
n
o
f
t
h
e
c
o
n
c
r
e
t
e
w
o
r
k
,
r
e
m
o
v
e
r
e
m
a
i
n
i
n
g
l
e
a
v
i
n
g
s
a
n
d
d
i
s
p
o
s
e
o
f
in
a
n
a
p
p
r
o
v
e
d
d
i
s
p
o
s
a
l
f
a
c
i
l
i
t
y
.
F
i
l
l
p
i
t
,
i
f
a
p
p
l
i
c
a
b
l
e
,
a
n
d
s
t
a
b
i
l
i
z
e
a
n
y
d
i
s
t
u
r
b
a
n
c
e
ca
u
s
e
d
b
y
r
e
m
o
v
a
l
o
f
w
a
s
h
o
u
t
.
EA
R
T
H
E
N
S
T
O
C
K
P
I
L
E
M
A
N
A
G
E
M
E
N
T
1.
Sh
o
w
s
t
o
c
k
p
i
l
e
l
o
c
a
t
i
o
n
s
o
n
p
l
a
n
s
.
L
o
c
a
t
e
e
a
r
t
h
e
n
-
m
a
t
e
r
i
a
l
s
t
o
c
k
p
i
l
e
a
r
e
a
s
a
t
l
e
a
s
t
50
f
e
e
t
a
w
a
y
f
r
o
m
s
t
o
r
m
d
r
a
i
n
i
n
l
e
t
s
,
s
e
d
i
m
e
n
t
b
a
s
i
n
s
,
p
e
r
i
m
e
t
e
r
s
e
d
i
m
e
n
t
c
o
n
t
r
o
l
s
an
d
s
u
r
f
a
c
e
w
a
t
e
r
s
u
n
l
e
s
s
i
t
c
a
n
b
e
s
h
o
w
n
n
o
o
t
h
e
r
a
l
t
e
r
n
a
t
i
v
e
s
a
r
e
r
e
a
s
o
n
a
b
l
y
av
a
i
l
a
b
l
e
.
2.
Pr
o
t
e
c
t
s
t
o
c
k
p
i
l
e
w
i
t
h
s
i
l
t
f
e
n
c
e
i
n
s
t
a
l
l
e
d
a
l
o
n
g
t
o
e
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a
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OVERALL SITE PLAN
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1"=30'
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DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
PE
I
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:
CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SE
A
L
CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
6138 CAROLINA BEACH RD (US 421S)
21
1
2
2
.
P
E
HABITAT RESTORE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
PIEDMONT COMPANIES
2671 E. Main Street
Lincolnton, NC 28092
(704) 736-4385
2/
4
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2
2
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AROLINA
JAME
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0
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3
5
4
1. REVISED PER SW REVIEW 7/9/21
2. REVISED PER SW AND EC REVIEW 8/5/21
3. REVISED PER SW REVIEW 8/23/21
4. REVISED PER EC & TRC REVIEWS 9/14/21
5. REVISED PER NHC/DWQ/NCDOT COMMENTS 10/19/21
6. REVISED PER NHC/DWQ/NCDOT COMMENTS 12/30/21
7. SUBMITTAL FOR NHC TRC 2/4/22
SITE DATAPROJECT NAME:HABITAT RESTORE DEVELOPMENTSITE ADDRESS:6138 CAROLINA BEACH RDWILMINGTON NC 28412PIN: R07900-001-014-001PROJECT AREA:4.11 ACRES (179,107 +/- SF)PROPERTY OWNER:PIEDMONT COMPANIES, INC.2671 EAST MAIN STREETLINCOLNTON, NC 28092SOURCE DEED:DEED BOOK 6400, PAGE 1129ZONING: B-2PROPOSED USE:RETAIL-CONSTRUCTION SUPPLY SALESAND FUTURE OFFICE, RETAIL, OR GENERALHIGHWAY BUSINESS USE PER B-2.DIMENSION REQUIREMENTS - BUILDING SETBACKSDISTRICT: B-2SETBACKS REQUIRED PROVIDEDFRONT SETBACK:50'50'REAR SETBACK [PARCEL 1]:35' 35'SIDE SETBACK [ADJOINERS B-2]:0'0'MAXIMUM HEIGHT 40'22.5'FLOOD NOTE:THIS TRACT DOES NOT LIE WITHIN DESIGNATED FLOOD HAZARD ZONES,ACCORDING TO FEMA FIRM COMMUNITY-PANEL NUMBER 2087, MAP NUMBER3720326000K, BEARING AN EFFECTIVE DATE OF AUGUST 28, 2018.IMPERVIOUS CALCULATIONS:DESCRIPTIONPROVIDEDBUILDING FOOTPRINT 21,800 SFPARKING LOT & WALKS 55,200 SFPARCEL 2 - OFFSITE 36,900 SFTOTAL IMPERVIOUS 113,900 SF LOCATION MAPSCALE: 1" = 800'SITE SIGNAGEALL STREET AND BUILDING SIGNAGE TO BE PERMITTED BYOWNER WITH NEW HANOVER COUNTY.WETLAND & SOILS NOTES:THIS TRACT DOES NOT HAVE ANY REGULATEDWETLANDS OR STREAMS ON THE LAND. ECS CAROLINAS CONDUCTEDSOILS TESTING AND SOILS ARE CLASSIFIED AS SILTY SANDS.SITE US 421 - CAROLINA BEACH RDBEAU RIVAGE DRBEAU RIVAGE SUBDIVISION<- TO CAROLINA BEACH1SITE KEYNOTES:18" CURB & GUTTER (TYPICAL - SEE DETAIL)2CONCRETE SIDEWALK (6.50-FT) (SEE DETAIL)34ACCESSIBLE RAMP & SIDEWALK (SEE TYPE A DETAIL)5678 ASPHALT HEAVY-DUTY PAVEMENT (SEE PVMT SECTION DETAIL)4" CONCRETE TURNDOWN WALK (TYPICAL - SEE DETAIL)ACCESSIBLE PARKING SIGN (TYPICAL - SEE DETAIL)ACCESSIBLE SPACE WITH AISLE (TYPICAL - SEE DETAIL)HABITAT STORE PARKING INFORMATIONOFFSTREET PARKING REQUIREMENTS [TABLE 5.1.2.A NHC UDO]1 SPACE FOR 500 SF OF RETAIL-CONSTRUCTION SUPPLY = 20,600 SFPARKING REQUIRED: 42 SPACESPARKING PROVIDED:73 SPACESACCESSIBLE PARKING REQ'D:3 SPACESACCESSIBLE PARKING PROV'D:3 SPACES (INCLUDES 1 VAN SPACE)FUTURE OUTPARCEL PARKING INFORMATIONOFFSTREET PARKING REQUIREMENTS [TABLE 5.1.2.A NHC UDO]1 SPACE FOR 400 SF OF RETAIL SPACE1 SPACE FOR 400 SF OF OFFICE SPACE3 SPACES x TOTAL CAR WASH CAPACITY
A UT
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4
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ASPHALT LIGHT-DUTY PARKING PAVEMENT (SEE PVMT SECTION DETAIL)
J
9DUMPSTER CONTAINER (ROLLED & SPECS BY OTHERS)10WHEEL STOP (SEE DETAIL)
6
11OFFSITE TRAFFIC IMPROVEMENTS - SEE SHEET C-2.11213INFILTRATION BASIN (SEE STORMWATER DETAILS)
12
14EX. BILLBOARD TO REMAIN15SIGHT DISTANCE TRIANGLES (20'x70')
6"
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6
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18
PROPOSED GROUND SIGN BY OTHERS & SEPARATE PERMIT BY NHC
15
15
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LEGEND: NEW NCDOT PAVEMENT SECTION HEAVY DUTY CONCRETE PAVEMENT HEAVY DUTY ASPHALT PAVEMENT166-FT HIGH WOODEN FENCE
16
20
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17
17CONCRETE PAVEMENT LOADING DOCK (SEE PVMT SECTION)
2
2
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18RETAINING WALL (DESIGN BY OTHERS)
197' STORAGE
325' TOTAL STORAGE
100' TAPER
14
"
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(US 421) CAROLINA BEACH ROAD
(160' PUBLIC R/W)
25' PRIMARY STREETYARD BUFFER
25' FRONT BUILDING SETBACK
12
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DRAWING INFORMATION
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CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
6138 CAROLINA BEACH RD (US 421S)
21
1
2
2
.
P
E
HABITAT RESTORE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
PIEDMONT COMPANIES
2671 E. Main Street
Lincolnton, NC 28092
(704) 736-4385
2/
4
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AROLINA
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1. REVISED PER SW REVIEW 7/9/21
2. REVISED PER SW AND EC REVIEW 8/5/21
3. REVISED PER SW REVIEW 8/23/21
4. REVISED PER EC & TRC REVIEWS 9/14/21
5. REVISED PER NHC/DWQ/NCDOT COMMENTS 10/19/21
6. REVISED PER NHC/DWQ/NCDOT COMMENTS 12/30/21
7. SUBMITTAL FOR NHC TRC 2/4/22
SITE DATAPROJECT NAME:HABITAT RESTORE DEVELOPMENTSITE ADDRESS:6138 CAROLINA BEACH RDWILMINGTON NC 28412PIN: R07900-001-014-001PROJECT AREA:4.11 ACRES (179,107 +/- SF)PROPERTY OWNER:PIEDMONT COMPANIES, INC.2671 EAST MAIN STREETLINCOLNTON, NC 28092SOURCE DEED:DEED BOOK 6400, PAGE 1129ZONING: B-2PROPOSED USE:RETAIL-CONSTRUCTION SUPPLY SALESAND FUTURE OFFICE, RETAIL, OR GENER
A
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HIGHWAY BUSINESS USE PER B-2.LOCATION MAPSCALE: 1" = 800'SITE US 421 - CAROLINA BEACH RDBEAU RIVAGE DRBEAU RIVAGE SUBDIVISION<- TO CAROLINA BEACH
TK
UA
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LEGEND: NEW NCDOT PAVEMENT SECTIO
N
HEAVY DUTY CONCRETE PAVE
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DRIVEWAY NOTES:1.BEGINNING WORK AND STREET CLOSING: TRAFFIC CONTROL FOR THIS CONTRACT SHALL BE IN ACCORDANCEWITH THE CURRENT EDITION OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES, ALONG WITH THEFOLLOWING SECTION OF THESE SPECIAL PROVISIONS.2. THE OWNER AND CONTRACTOR ARE RESPONSIBLE FOR HAVING A DRIVEWAY OR ENCROACHMENT PERMITFROM NCDOT PRIOR TO ANY WORK WITHIN THE ROW. THE OWNER OR CONTRACTOR MUST SCHEDULE APRE-CON WITH DISTRICT OFFICE AT (910) 398-9100 OR THE INSPECTOR AS LISTED ON THE PERMIT. 3.THE CONTRACTOR IS RESPONSIBLE FOR NOTIFYING THE NCDOT BEFORE ANY ROAD OR LANE CLOSURE. THECONTRACTOR SHALL CALL THE DIVISION ENGINEER (DIVISION 3) AT (910) 341-2000 WHEN CLOSING A ROAD ORLANE SO THAT EMERGENCY SERVICES CAN BE NOTIFIED.4. TRAFFIC CONTROL PLAN: TRAFFIC CONTROL WILL BE PERFORMED BY THE CONTRACTOR BASED ON THETRAFFIC CONTROL SPECIAL PROVISIONS. THE TRAFFIC CONTROL SPECIAL PROVISIONS MAY REFER TO PLANSHEET FOR MAJOR WORK ITEMS. THE CONTRACTOR SHALL BE THOROUGHLY FAMILIAR WITH THE CURRENTEDITION OF THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES. THE CURRENT EDITION OF THE NORTHCAROLINA DEPARTMENT OF TRANSPORTATION (NCDOT) SUPPLEMENT TO THE MANUAL OF UNIFORM TRAFFICCONTROL DEVICES FOR STREETS AND HIGHWAYS. THE NCDOT ROADWAY STANDARD DRAWINGS, AND THECURRENT EDITION OF THE NCDOT STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES.5. THE CONTRACTOR SHALL MAINTAIN THE TRAFFIC CONTROL AS DESCRIBED HEREIN UNLESS THECONTRACTOR SUBMITS AN ALTERNATE TRAFFIC CONTROL PLAN TO NCDOT AND IS APPROVED BY NCDOT.NCDOT MAY DIRECT THE CONTRACTOR TO MODIFY TRAFFIC CONTROL AT ANY TIME DURING CONSTRUCTION.6.PAVEMENT MARKINGS: THE CONTRACTOR SHALL HAVE THE PAVEMENT MARKINGS PRE-MARKED, INSPECTED,AND APPROVED BY NCDOT PERSONNEL PRIOR TO THE PLACEMENT OF FINAL PAVEMENT MARKINGS.CONTACT TRAFFIC SERVICES AT (910) 341-2200 FOR PRE-MARKING INSPECTIONS OR FIELD CHANGES.CENTERLINE PAVEMENT MARKINGS SHALL BE INSTALLED THE SAME DAY RESURFACING IS ACCOMPLISHED.ALL OTHER PAVEMENT MARKINGS SHALL BE COMPLETED WITHIN 5 DAYS OF RESURFACING. PAVEMENTMARKINGS SHALL BE THERMOPLASTIC AND MEET THE NCDOT's STANDARD SPECIFICATIONS.7.WHERE NOT REMOVED BY NEW PAVEMENT, CONFLICTING STRIPING SHALL BE GROUND OFF. MINIMIZEGROOVING OF PAVEMENT DURING SUCH OPERATIONS.8.PAVEMENT OVERLAY IS REQUIRED FOR MODIFICATION OF EXISTING PAVEMENT MARKINGS AS SHOWN ANDNOTED HEREIN: MILL OUT DEPTH OF SURFACE MIX 1-FT FROM THE EXISTING EDGE LINE INTO ADJACENTTRAVEL LANE, PRIOR TO REPAVING TO ENSURE A CLEAN TIE-IN FOR THE LENGTH OF THE ADDED TURN LANE.9.IN AREAS OF DROP-OFFS AND LOW SHOULDER, THE CONTRACTOR SHALL BACKFILL UP TO THE EDGE ANDELEVATION OF THE EXISTING PAVEMENT IN THE PROJECT AREA. THE CONTRACTOR WILL BE REQUIRED TOMAINTAIN INGRESS AND EGRESS TO ALL BUSINESSES AND DWELLINGS, AND EASY ACCESS TO FIREHYDRANTS. THE CONTRACTOR SHALL NOT WORK ON BOTH SIDES OF THE ROAD SIMULTANEOUSLY WITHINTHE PROJECT AREA FOR THE DURATION OF THE PROJECT. THE CONTRACTOR SHALL MARK ALL HAZARDSWITHIN THE PROJECT LIMITS WITH WELL-MAINTAINED SIGNS, BARRICADES, WARNING AND/OR CHANNELINGDEVICES.1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITSREQUIRED FOR CONSTRUCTION OF THESE PLANS.2. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTALAND VERTICAL CONTROLS TO BE USED WITH THE PROJECT. INADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THEENTIRE SITE PLAN IN ADVANCE OF BEGINNING ANY WORKASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALLEMPLOY A PROFESSIONAL SURVEYOR TO PERFORM SITEIMPROVEMENT STAKEOUT(S).3.THE CONTRACTOR AND OWNER SHALL BE RESPONSIBLE FOR ANYEROSION CONTROL MEASURES IN THE ROW WHETHER OR NOT ANAPPROVED EROSION CONTROL PERMIT IS ACTIVE ON THE SITE ORNOT.4. ANYTIME WORK IS PERFORMED OFF-SITE OR WITHIN AN EXISTINGEASEMENT, THE CONTRACTOR IS TO NOTIFY THE HOLDER OF SAIDEASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TOFOLLOW ANY GUIDELINES OR STANDARDS WHICH ARE ASSOCIATEDWITH OR REFERENCED IN THE RECORDED EASEMENT.COORDINATION NOTES:
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SCALE:
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DRAWN:
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CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
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PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SE
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CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
6138 CAROLINA BEACH RD (US 421S)
21
1
2
2
.
P
E
HABITAT RESTORE
PIEDMONT COMPANIES
2671 E. Main Street
Lincolnton, NC 28092
(704) 736-4385
2/
4
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2
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JAME
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1. REVISED PER SW REVIEW 7/9/21
2. REVISED PER SW AND EC REVIEW 8/5/21
3. REVISED PER SW REVIEW 8/23/21
4. REVISED PER EC & TRC REVIEWS 9/14/21
5. REVISED PER NHC/DWQ/NCDOT COMMENTS 10/19/21
6. REVISED PER NHC/DWQ/NCDOT COMMENTS 12/30/21
7. SUBMITTAL FOR NHC TRC 2/4/22
SITE DATAPROJECT NAME:HABITAT RESTORE DEVELOPMENTSITE ADDRESS:6138 CAROLINA BEACH RDWILMINGTON NC 28412PIN: R07900-001-014-001PROJECT AREA:4.11 ACRES (179,107 +/- SF)PROPERTY OWNER:PIEDMONT COMPANIES, INC.2671 EAST MAIN STREETLINCOLNTON, NC 28092SOURCE DEED:DEED BOOK 6400, PAGE 1129ZONING: B-2PROPOSED USE:RETAIL-CONSTRUCTION SUPPLY SALESAND FUTURE OFFICE, RETAIL, OR GENERALHIGHWAY BUSINESS USE PER B-2.LOCATION MAPSCALE: 1" = 800'SITE US 421 - CAROLINA BEACH RDBEAU RIVAGE DRBEAU RIVAGE SUBDIVISION<- TO CAROLINA BEACH
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1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TOPROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICALEXPLORATION AND TECHNICAL SPECIFICATIONS.ASPHALT AREA NOTE:BUILDING PAD NOTE:1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TOPROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICALEXPLORATION AND TECHNICAL SPECIFICATIONS.GRADING NOTES:1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE STOCKPILE LOCATIONS ON SITE IF NOT SPECIFIED. SEE GENERAL NOTES SHEET (C-1.0, TYP.) FOR GRADING, DRAINAGE, ANDEROSION CONTROL SEQUENCE NOTES AND REQUIREMENTS. IN ADDITION, REFERENCE TECHNICAL SPECIFICATIONS AND DETAIL SHEETS FOR MORE INFORMATION.2.)SEE GRADING AND DRAINAGE PLANS FOR FINISH GRADES AND STORM PIPE SCHEDULE.3.)A GEOTECHNICAL ENGINEER OR INSPECTORS SHALL BE CONSULTED TO CONFIRM SUITABILITY OF SUBGRADE MATERIALAND PROPER COMPACTION PER EARTHWORK SPECIFICATIONS IN FILL AREAS.PHASE I EROSION CONTROL NOTES:1.)SITE CONTRACTOR TO FOLLOW TYPICAL SEQUENCE OF EROSION CONTROL MEASURES ON GENERAL NOTES, SHEET C-1.02.)THE TEMP. SEDIMENT BASIN WILL BE CARRYING THE MAJORITY OF CLEARING DRAINAGE TO THE SEDIMENT BASINS. ASPHASE 2 IS CONSTRUCTED, STORM DRAIN AND GRADING WILL REDIRECT DRAINAGE AS NECESSARY. SILT FENCE SHALLREMAIN IN-PLACE DURING PHASE I AND II CONSTRUCTION ACTIVITIES.3.)PHASE II EROSION CONTROL CAN BE FOUND ON THE FINAL GRADING AND DRAINAGE SHEET.LEGEND:LIMITS OF DISTURBANCESILT FENCETREE PROTECTION FENCINGFENCING, TYPE AS SPECIFIEDCOIR FIBER BAFFLESWATER LINEFORCEMAIN LINESANITARY SEWER LINESANITARY SEWER LATERAL/SERVICESTORM DRAIN LINEROOF DRAIN LINEPROPOSED CONTOURS FMFMSSSS WWW LODLODSFSF20C.O.INLET PROTECTIONSTORM INLET (CURB & DROP)STORM MANHOLESANITARY SEWER CLEANOUTSANITARY SEWER MANHOLEFIRE HYDRANT ASSEMBLYWATER METERS/BACKFLOW ENCLOSURESWATER VALVES/APPURTENANCESSPOT GRADESDRAINAGE FLOW ARROWS TC 20.50EP 20.00 LEGEND:
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CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
6138 CAROLINA BEACH RD (US 421S)
21
1
2
2
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P
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HABITAT RESTORE
PIEDMONT COMPANIES
2671 E. Main Street
Lincolnton, NC 28092
(704) 736-4385
2/
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1. REVISED PER SW REVIEW 7/9/21
2. REVISED PER SW AND EC REVIEW 8/5/21
3. REVISED PER SW REVIEW 8/23/21
4. REVISED PER EC & TRC REVIEWS 9/14/21
5. REVISED PER NHC/DWQ/NCDOT COMMENTS 10/19/21
6. REVISED PER NHC/DWQ/NCDOT COMMENTS 12/30/21
7. SUBMITTAL FOR NHC TRC 2/4/22
SITE DATAPROJECT NAME:HABITAT RESTORE DEVELOPMENTSITE ADDRESS:6138 CAROLINA BEACH RDWILMINGTON NC 28412PIN: R07900-001-014-001PROJECT AREA:4.11 ACRES (179,107 +/- SF)PROPERTY OWNER:PIEDMONT COMPANIES, INC.2671 EAST MAIN STREETLINCOLNTON, NC 28092SOURCE DEED:DEED BOOK 6400, PAGE 1129ZONING: B-2PROPOSED USE:RETAIL-CONSTRUCTION SUPPLY SALESAND FUTURE OFFICE, RETAIL, OR GENE
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HIGHWAY BUSINESS USE PER B-2.NHC SOILS INFO:KUREB, KR, HSG SOIL TYPE ARIMINI, RM. HSG SOIL TYPE ALOCATION MAPSCALE: 1" = 800'SITE US 421 - CAROLINA BEACH RDBEAU RIVAGE DRBEAU RIVAGE SUBDIVISION<- TO CAROLINA BEACH
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1.)DRAINAGE EASEMENT AND STORMWATER SYSTEM MAINTENANCE IS THE RESPONSIBILITY OF THE DEVELOPER OR HOA,INCLUDING PONDS, PIPES, AND INFILTRATION BASINS AND TRENCHES AS PERMITTED WITH THE STATE AND LOCALMUNICIPALITY.2.)ALL IMPERVIOUS MUST DRAIN TO THE DESIGNED STORMWATER SYSTEM UNLESS THE APPROVED PLANS SHOWOTHERWISE.3.)NO OBSTRUCTIONS ARE ALLOWED IN DRAINAGE EASEMENTS, INCLUDING FENCES.4.)ALL PUBLIC STORM DRAINAGE STRUCTURES SHALL MEET NCDOT STANDARDS AND SPECIFICATIONS AND SHALL BETRAFFIC RATED FOR H-20 LOADS AT A MINIMUM. PRIVATE DRAINAGE SYSTEMS SHALL BE PER APPROVED PLANS ANDSPECIFICATIONS.5.)ALL CATCH BASIN (CB) RIM ELEVATIONS ARE LISTED AS THE "GUTTER OF FLOWLINE ELEVATION" WITHIN THE CURBSECTION. THE CONTRACTOR SHALL MAINTAIN A UNIFORM EDGE OF PAVEMENT (EOP) WHEN PLACING THE STORMINLETS WITHIN THE CURB-LINE (SEE "CURB TRANSITION" DETAIL). FOR CATCH BASINS WITHIN A TRANSITION FROM 24"STANDARD CURB & GUTTER, THE RIM ELEVATION GIVEN IS 1 INCH BELOW EOP. FOR MODIFIED VALLEY, THE RIMELEVATION GIVEN IS 1/2 INCH BELOW EOP.6.) MANHOLE RIM ELEVATION SHOWN ABOVE IS FLUSH WITH PROPOSED GRADE. CONTRACTOR SHALL PROVIDE 6"CLEARANCE ABOVE PROPOSED GRADE WHEN PLACED IN A GRASS/PERVIOUS AREA; AND A FLUSH CONDITION WITHPROPOSED PAVEMENT OR IMPERVIOUS COVER.7.)PROPOSED BUILDINGS SHALL DIVERT ROOF DRAINAGE TO STORMWATER COLLECTION SYSTEM. SEE CIVIL ORARCHITECTURAL DETAILS FOR DOWNSPOUT DETAILS AND CONNECTIONS.8.)CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE TO MATCH PROPOSED GRADES.9.)THE CONTRACTOR SHALL USE STORM PIPE PER THE SPECIFICATIONS (TYPICALLY CONCRETE OR HP PIPE). EITHERWAY THE CONTRACTOR SHALL FOLLOW THE TRENCH DETAILS AND SPECIFICATIONS, AND THE PIPE MANUFACTURERSPECIFICATIONS.DRAINAGE NOTES:1.)THE CONTRACTOR WILL EMPLOY A LAND SURVEYOR LICENSED IN THE STATE OF NORTH CAROLINA TO PROVIDE ACCURATEREPRODUCIBLE AS-BUILT DRAWINGS OF THE INFILTRATION BASIN, COLLECTION SYSTEM, AND IMPERVIOUS AREA ON THE SITETO THE ENGINEER & OWNER UPON COMPLETION OF CONSTRUCTION. UPON CERTIFICATION BY THE ENGINEER ANDVERIFICATION FROM THE OWNER ANY DISCREPANCIES WILL BE INDICATED, THEN THESE PLANS SHALL BE RETURNED TO THECONTRACTOR FOR CORRECTION PRIOR TO FINAL PAYMENT AND FINAL INSPECTION.AS-BUILT STORMWATER RULE [15A NCAC 02H.1044]:1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TOPROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICALEXPLORATION AND TECHNICAL SPECIFICATIONS.ASPHALT AREA NOTE:BUILDING PAD NOTE:1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE CUT/FILL OPERATIONS TOPROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE SUBSURFACE GEOTECHNICALEXPLORATION AND TECHNICAL SPECIFICATIONS.GRADING NOTES:1.)SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE STOCKPILE LOCATIONS ON SITE IF NOT SPECIFIED. SEE GENERAL NOTES SHEET (C-1.0, TYP.) FOR GRADING, DRAINAGE, ANDEROSION CONTROL SEQUENCE NOTES AND REQUIREMENTS. IN ADDITION, REFERENCE TECHNICAL SPECIFICATIONS AND DETAIL SHEETS FOR MORE INFORMATION.2.)SEE GRADING AND DRAINAGE PLANS FOR FINISH GRADES AND STORM PIPE SCHEDULE.3.)A GEOTECHNICAL ENGINEER OR INSPECTORS SHALL BE CONSULTED TO CONFIRM SUITABILITY OF SUBGRADE MATERIALAND PROPER COMPACTION PER EARTHWORK SPECIFICATIONS IN FILL AREAS.STORM DRAINAGE SCHEDULE
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1.)CONTRACTOR SHALL CONTACT NEW HANOVER COUNTY STORMWATER SERVICES AT (910) 798-7072 TO SCHEDULE APRE-CONSTRUCTION MEETING WITH COUNTY STAFF. COUNTY STAFF WILL INSPECT CONSTRUCTION OF OFFSITE DRAINAGE OFSWALES AND DRIVEWAY CULVERTS NOT WITHIN NCDOT ROW.NEW HANOVER COUNTY STORMWATER NOTE:
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DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
PE
I
J
O
B
#
:
CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SE
A
L
CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
6138 CAROLINA BEACH RD (US 421S)
21
1
2
2
.
P
E
HABITAT RESTORE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
PIEDMONT COMPANIES
2671 E. Main Street
Lincolnton, NC 28092
(704) 736-4385
2/
4
/
2
2
N
O
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H
C
AROLINA
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0
3
4
3
5
4
1. REVISED PER SW REVIEW 7/9/21
2. REVISED PER SW AND EC REVIEW 8/5/21
3. REVISED PER SW REVIEW 8/23/21
4. REVISED PER EC & TRC REVIEWS 9/14/21
5. REVISED PER NHC/DWQ/NCDOT COMMENTS 10/19/21
6. REVISED PER NHC/DWQ/NCDOT COMMENTS 12/30/21
7. SUBMITTAL FOR NHC TRC 2/4/22
SITE DETAILS
1/8/21
NTS
JBS
JBS
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ROADWAY 48" MAX.3'-6"MINIMUMMECHANICALJOINTS NO PARKING INFRONT OF FDC.18"X18"X4"CONCRETE PADAPPROVED WAFER CHECK ORSWING CHECK VALVE WITHHORIZONTALLY MOUNTED BALLDRIP VALVE 36" UNOBSTRUCTED CLEARANCE2'-0" MINIMUM, 15'-0" MAXIMUM FROMCURB OR EDGE OF PAVEMENT18" MIN.7 CUBIC FEET OF#57 STONE 5" STORZ SINGLE CONNECTION(SPRINKLER RISERGREATER THAN 4")1. THE VALVE PIT SHALL BE SIZED TO ACCOMMODATE ALL PROPOSED EQUIPMENT.2. THERE SHALL BE NO SHUTOFF VALVE IN THE FIRE DEPT. CONNECTION PIPING (PER NFPA 13).3. ALL FITTINGS SHALL BE FLANGED.4. ALL PIPING SHALL BE STEEL OR DUCTILE IRON.5. SEE SITE PLANS FOR SIZES OF PIPES AND FITTINGS. SIAMESECONNECTION TO BE IN ACCORDANCE WITH NFPA 13.6. PROVIDE DRAINAGE AWAY FROM STRUCTURE.7. A 2" MINIMUM CLEARANCE SHALL BE MAINTAINED BETWEEN THE BOTTOM OF THE VAULT LID AND THE RISING STEM OF THE OS&Y VALVE IN THE FULLY OPEN POSITION.8. KNOX LOCKING PLUG SHALL BE PROVIDED ON THE FDC INLET9. APPROVED WAFER CHECK OR SWING CHECK VALVE WITH HORIZONTAL MOUNTED BALL DRIP VALVE.10. THE FDC SHALL BE CONNECTED TO THE PIPING SYSTEM LOCATED DOWNSTREAM OF THE POST INDICATOR VALVE.NOTES:FREE STANDING FIRE DEPARTMENT CONNECTIONNOT TO SCALE IF CENTERLINE OF FDC IS MORETHAN 24" ABOVE FINISHED GRADE,A 30° ELBOW DOWNTURN MUST BEADDED
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DRAWING INFORMATION
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CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
6138 CAROLINA BEACH RD (US 421S)
21
1
2
2
.
P
E
HABITAT RESTORE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
PIEDMONT COMPANIES
2671 E. Main Street
Lincolnton, NC 28092
(704) 736-4385
2/
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1. REVISED PER SW REVIEW 7/9/21
2. REVISED PER SW AND EC REVIEW 8/5/21
3. REVISED PER SW REVIEW 8/23/21
4. REVISED PER EC & TRC REVIEWS 9/14/21
5. REVISED PER NHC/DWQ/NCDOT COMMENTS 10/19/21
6. REVISED PER NHC/DWQ/NCDOT COMMENTS 12/30/21
7. SUBMITTAL FOR NHC TRC 2/4/22
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1/8/21
NTS
JBS/DJF
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EXISTING GROUNDCOMPACTED BACKFILL TO98% STD. PROCTOR IF UNDERPAVEMENTCOMPACTED BACKFILL PERSPECS AND GEOTECHREPORT 6" MIN.MIN. 12"6"PIPE DIA.VARIESPIPE WIDTH + 24"INITIAL BACKFILL MATERIALCLASS I, II, OR III.SEE SPECS.BEDDING CLASS I, II, OR III MATERIALFOR MIN. 4" FOR <24"HDPE ANDMIN. 6" FOR >30"HDPESEE SPECS.NOT TO SCALE STORM DRAIN HDPE/HP PIPE TRENCHSNAPCONNECTIONINJECTION MOLDED ST(2) 45° BENDS INJECTION MOLDED ST 45° WYEREDUCERIF NEEDED DOWNSPOUT ADAPTERDRAINAGE BASINS MAY BESUBSTITUTED FOR CLEANOUTS COLLECTOR PIPE(SAME AS LEADERUNLESS OTHERWISE SPECIFIED)6" Dia.8" Dia.8" Dia.Leader PipeDownspout3"/4" Dia.4" x 5"5"/6" Dia.Schedule12" Dia.6" x 6"6" Dia.2" x 3"6" Dia.3" x 4"NOTES:1) FOR ALL DEPTHS OF COVER LESS THAN TWO (2) FEET, PIPE MUST BE SCHEDULE 40 PVC. FOR
D
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P
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S
OF COVER GREATER THAN TWO (2) FEET, FLEXIBLE PIPE MAY BE USED.2) THE DOWNSPOUT COLLECTOR DRAIN SHALL BE INSTALLED BEFORE THE DOWNSPOUTS AREINSTALLED ON THE BUILDING. SITE WORK CONTRACTOR SHALL BE RESPONSIBLE TO COORDINAT
E
P
I
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LOCATIONS WITH DOWNSPOUTS PER THE ARCHITECTURE PLANS. BUILDING CONTRACTOR ISNORMALLY RESPONSIBLE FOR FOR EXTENDING DOWNSPOUT THROUGH CAP.3) INSTALL PIPES CLEAR OF PORCHES, BOLLARDS, AND OTHER BUILDING APPURTENANCES.8" Dia.5" x 5"LEADER PIPESNOT TO SCALE TYPICAL ROOF DRAINAGE WITH CLEANOUT
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DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
PE
I
J
O
B
#
:
CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SE
A
L
CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
6138 CAROLINA BEACH RD (US 421S)
21
1
2
2
.
P
E
HABITAT RESTORE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
PIEDMONT COMPANIES
2671 E. Main Street
Lincolnton, NC 28092
(704) 736-4385
2/
4
/
2
2
N
O
R
T
H
C
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JAME
B
A
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SE
A
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AL
S
R
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0
3
4
3
5
4
1. REVISED PER SW REVIEW 7/9/21
2. REVISED PER SW AND EC REVIEW 8/5/21
3. REVISED PER SW REVIEW 8/23/21
4. REVISED PER EC & TRC REVIEWS 9/14/21
5. REVISED PER NHC/DWQ/NCDOT COMMENTS 10/19/21
6. REVISED PER NHC/DWQ/NCDOT COMMENTS 12/30/21
7. SUBMITTAL FOR NHC TRC 2/4/22
EROSION DETAILS
1/8/21
NTS
JBS
JBS
JBS
C-
4
.
2
SCHEDULE 40 PVC PIPE(BARREL OR ARM)PVC VENT PIPE PVC VENTPIPE WATER ENTRY UNITWITH TRASH SCREENTOP VIEWEND VIEWSIDE VIEW(NO SCALE)ORIFICE OPENING INSIDE THEHORIZONTAL TUBE WITH ACONSTANT HYDRAULIC HEADFLOAT
FL
O
A
T
POTENTIAL FOR PIPING CANOCCUR. PROPER DESIGN TOMINIMIZE DISCHARGE AROUNDPIPE MUST OCCUR.EARTHEN EMBANKMENTL = 1.4 x DEPT
H
TO THE OVERFL
O
W
MINIMUM LENGTH AP
P
L
I
E
S
FAIRCLOTH SKIMMER DISCHARGE SYSTEM WITH EMBANKMENT DRAWN BY T. R. EV
A
N
S
1
0
/
1
0
R FLEXIBLE HOSEWATER ENTRY UNITJ. W. FAIRCLOTH & SON INC.WWW.FAIRCLOTHSKIMMER.COMTELEPHONE: (919) 732-1244FAX: (919) 732-1266EMAIL: WARREN@FAIRCLOTHSKIMMER.
C
O
M
DISCHARGE PIPESCHEDULE 40 EMERGENCY SPILLWAY FLEXIBLE HOSE SCHEDULE 40 PVC PIPE(BARREL OR ARM)MAINTAIN DEPRESSION TOMINIMIZE CHANCE OF SKIMMERBECOMING STUCK GENERAL NOTES:1.PROPER DESIGN MUST BE COMPLETED TO MINIMIZE PIPING AROUND DISCHARG
E
P
I
P
E
.
2.PROPER ORIFICE OPENING MUST BE SELECTED TO ENSURE POND DRAINS IN CO
R
R
E
C
T
AMOUNT OF TIME. MODIFICATIONS MAY BE REQUIRED IF FIELD CONDITIONS WA
R
R
A
N
T
A
CHANGE.3.EMBANKMENT MUST BE COMPACTED TO DESIGN SPECIFICATIONS.4.EMERGENCY SPILLWAY MUST BE CORRECTLY SIZED AND EROSION PROTECTIO
N
INSTALLED.5.EROSION PROTECTION MUST BE INSTALLED ALONG THE EMBANKMENT AND AT
T
H
E
DISCHARGE END OF THE PIPE.6.INSPECT SYSTEM REGULARLY TO ENSURE IT IS FUNCTIONING IN A CORRECT MA
N
N
E
R
.
7.EIGHT SIZES OF SKIMMERS ARE AVAILABLE, REFER TO THE FLOW SHEET, CUT S
H
E
E
T
,
AND INSTRUCTIONS ON WEB SITE FOR EACH SIZE.PUBLIC ROAD6" DIVERSION TO DIRECTRUNOFF FROM R/WSECTION VIEW PLAN VIEW50' MIN.50' MIN.20'MIN.2-3" COARSE AGGREGATE6" THICKNESSTEMPORARY CONSTRUCTION ENTRANCENOT TO SCALE BOTTOM STRAND MIN. #14 G
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TOP STRAND MIN. #14 GAU
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JSRRDG, P.E.NOT TO SCALE CHECKED BYSCALE DRAWN BY DATE:JAN, 2015 STANDARD DETAILSD 15-09 NORTH CAROLINA ILMINGTONWCITY OFCITY OF WILMINGTON ENGINEERINGPO BOX 1810WILMINGTON, NC 28402(910) 341-7807SHEET 1 of 2 JSRRDG, P.E.NOT TO SCALE CHECKED BYSCALE DRAWN BY DATE:JAN, 2015 STANDARD DETAIL
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PO BOX 1810WILMINGTON, NC 28402(910) 341-7807SHEET 2 of 2 NOTE:THE CRITICAL ROOT ZONE (CRZ) OF A TREE ISWHERE THE MAJORITY OF A TREE'S ROOTS LAY.85% OF MOST TREE ROOTS ARE FOUND IN THE TOP24" OF THE SOIL AND SUPPLY THE MAJORITY OFNUTRIENTS AND WATER. GENERALLY, ROOTSSPREAD OUT 2-3X THE HEIGHT OF THE TREE.ORANGE SAFETY FENCEOR ORANGE SILT FENCE(TYPICAL)CRZNOTES:1.PROTECT CRITICAL ROOT ZONE (CRZ) OF TREES PRIOR TO CONSTRUCTION. CLEARLY MARK THE TREES AND ERECT A PROTECTIVE BARRIER AT THE CRZ. BARRIER SHALL BEMAINTAINED UNTIL CONSTRUCTION IS COMPLETE.2.CRZ RADIUS IS 1 FT PER INCH OF TREE DIAMETER AT BREAST HEIGHT (DBH).3.IF CONSTRUCTION OCCURS WITHIN THE CRZ, AT LEAST 12" OF MULCH AND/OR LOGGINGMATTS SHALL BE PLACED WHERE MACHINERY MANEUVERS TO REDUCE SOIL COMPACTION INTHIS ZONE.4.WHERE SIDEWALKS AND PATHWAYS PASS WITHIN CRZ, EXTRA CARE SHALL BE TAKEN TO AVOID DAMAGE TO THE ROOTS. ALTERNATE CONSTRUCTION METHODS, SUCHAS A REINFORCED SIDEWALK, SHALL BE IMPLEMENTED AS NECESSARY.5.FOR ALL TREES, CUTTING OF LARGE STRUCTURAL ROOTS LOCATED NEAR THE BASEOF THE TRUNK IS PROHIBITED. DO NOT COMPACT SOIL BENEATH TREES. NO VEHICLESHALL BE ALLOWED TO PARKUNDER TREES. NO MATERIALS OR EQUIPMENT SHALL BE STORED BENEATH TREES. DAMAGING THE BARK WITH LAWNMOWERS, CONSTRUCTION EQUIPMENT, OR ANYTHING ELSE IS PROHIBITED. CONTRACTOR SHALL REPAIR DAMAGE TO TREES.6.FAILING TO INSTALL OR MAINTAIN PROTECTION MEASURES SHALL RESULT IN A STOP WORK ORDER AND FINE OF $500/DAY. DISTURBANCE OTHER THAN THAT ALLOWED ON THEAPPROVED PLAN WILL REQUIRE OWNER TO POST A LETTER OF CREDIT FOR 3 YRS FOR TREEMITIGATION.3' MIN DBH NOTE:CROWN OF THE TREE IS NEEDED FOR LEAFGROWTH TO PRODUCE OXYGEN, FILTERTHE AIR, REDUCE WIND AND SOFTEN NOISE.DO NOT DISFIGURE CROWN WITHINTENSIVE PRUNING.8' MAXTREE PROTECTIONDURINGCONSTRUCTIONTREE PROTECTIONDURINGCONSTRUCTION STEEL POSTFRONT VIEWSIDE VIEW 2'-0"3'-0"26"40"WARNING SIGN DETAIL 18"VARIABLE AS DIRECTED BY THE ENGINEER 8' MAX.
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TREE PROTECTION AREADO NOT ENTERORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)ORANGE, UV RESISTANTHIGH - TENSILE STRENGTHPOLY BARRICADE FABRIC (TYPICAL)WARNING SIGN
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NOTES:1.THE TREE PROTECTION FENCING SHALL NOT BE VIOLATED FOR THE ENTIRE DURATIO
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OF THE PROJECT WITHOUT APPROVAL FROM URBAN FORESTRY STAFF.2.WARNING SIGNS TO BE MADE OF DURABLE, WEATHERPROOF MATERIAL. LETTERS TO BE 3"HIGH, MINIMUM, CLEARLY LEGIBLE AND SPACED AS DETAILED.3.SIGNS SHALL BE PLACED AT 50' MAXIMUM INTERVALS. PLACE A SIGN AT EACH END OFLINEAR TREE PROTECTION AND 50' ON CENTER THEREAFTER. FOR TREE PROTECTIONAREAS LESS THAN 100' IN PERIMETER, PROVIDE NO LESS THAN TWO SIGNS PER PROTECTIO
N
AREA.4.ATTACH SIGNS SECURELY TO FENCE POSTS AND FABRIC. MAINTAIN TREE PROTECTIONFENCE AND SIGNS THROUGHOUT DURATION OF PROJECT.5.TREE PROTECTION FENCING AND SIGNAGE SHALL BE REMOVED AFTER CONSTRUCTION.6.ADDITIONAL SIGNS MAY BE REQUIRED BY CITY OF WILMINGTON, BASED ON ACTUAL FIELDCONDITIONS.WARNING SIGNZONA PROTECTORA PARALOS ARBOLESPROHIBIDO ENTRARTREE PROTECTION AREADO NOT ENTERZONA PROTECTORA PARALOS ARBOLESPROHIBIDO ENTRAR
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1.
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2.
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N
G
L
A
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D
T
O
MI
N
.
1
8
"
H
E
I
G
H
T
(I
F
R
E
Q
U
I
R
E
D
)
DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
PE
I
J
O
B
#
:
CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SE
A
L
CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
6138 CAROLINA BEACH RD (US 421S)
21
1
2
2
.
P
E
HABITAT RESTORE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
PIEDMONT COMPANIES
2671 E. Main Street
Lincolnton, NC 28092
(704) 736-4385
2/
4
/
2
2
N
O
R
T
H
C
AROLINA
JAME
B
A
N
C
H
S
M
P
R
O
F
E
SSION
ENGI
N
E
E
R
SE
A
L
AL
S
R
ITH
0
3
4
3
5
4
1. REVISED PER SW REVIEW 7/9/21
2. REVISED PER SW AND EC REVIEW 8/5/21
3. REVISED PER SW REVIEW 8/23/21
4. REVISED PER EC & TRC REVIEWS 9/14/21
5. REVISED PER NHC/DWQ/NCDOT COMMENTS 10/19/21
6. REVISED PER NHC/DWQ/NCDOT COMMENTS 12/30/21
7. SUBMITTAL FOR NHC TRC 2/4/22
NCDOT DETAILS
1/8/21
NTS
JBS
JBS
JBS
C-
4
.
3
FM
FMFM
6W 6W 6W 6W 6W
6W 6W 6W 6W 6W 6W
6W6W6W
6W
6W6W6W6W6WFMFMFMFMFMFMFMFMFMFMFM
FM
SS
SS
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
S
8
9
°
4
4
'
3
3
"
W
12
"
P
I
N
E
12
"
P
I
N
E
14
"
O
A
K
11
"
O
A
K
9"
O
A
K
9"
O
A
K
11
"
O
A
K
12
"
P
I
N
E
12
"
P
I
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12
"
P
I
N
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14
"
P
I
N
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14
"
P
I
N
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13
"
P
I
N
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12
"
P
I
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11
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19
"
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C
A
M
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13
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S
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C
A
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13
"
P
I
N
E
17
"
P
I
N
E
12
"
P
I
N
E
12
"
P
I
N
E
8"
O
A
K
17
"
M
Y
R
T
L
E
8"
O
A
K
20
"
S
Y
C
A
M
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E
12
"
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A
K
15
"
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K
13
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P
I
N
E
13
"
P
I
N
E
14
"
P
I
N
E
15
"
P
I
N
E
14
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P
I
N
E
14
"
P
I
N
E
15
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P
I
N
E
17
"
P
I
N
E
11
"
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A
K
14
"
O
A
K
15
"
O
A
K
13
"
O
A
K
11
"
O
A
K
9"
O
A
K
9"
O
A
K
10
"
O
A
K
8"
O
A
K
9"
O
A
K
10
"
O
A
K
12
"
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A
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12
"
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10
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10
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SO
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T
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D
G
E
B
O
U
L
E
V
A
R
D
(P
R
I
V
A
T
E
)
(US 421) CAROLINA BEACH ROAD
(160' PUBLIC R/W)
25' PRIMARY STREETYARD BUFFER
50' FRONT BUILDING SETBACK
12
.
5
'
S
E
C
O
N
D
A
R
Y
S
T
R
E
E
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A
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D
R
E
T
A
I
L
&
W
A
R
E
H
O
U
S
E
S
P
A
C
E
GF
A
:
2
0
,
6
0
0
±
S
F
10
0
'
206'
20' REQUIRED TRANSITIONAL BUFFER -TYPE A: OPAQ
U
E
B
U
F
F
E
R
206'
10
0
'
PA
R
C
E
L
2
PA
R
C
E
L
1
S
8
9
°
4
4
'
3
0
"
W
37
.
0
5
'
C
8
C
9
S
8
9
°
4
4
'
3
0
"
W
59
.
2
9
'
N
8
7
°
5
3
'
3
0
"
W
49
.
4
2
'
N 02°06'30" E
327.45'
C10
N
8
9
°
4
4
'
3
0
"
E
24
5
.
8
0
'
LOAD DOCK
Tx
35' REAR SETBACK
>>>>
>
>
>
>
>
>
>
>
>
>
>
>
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P
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(E
X
X
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T
A
T
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)
(E
X
X
O
N
S
T
A
T
I
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N
)
UGE UGE
40
44
44
.
5
0
43
42
41
44
40
43
44
.
5
0
44
44.50
44
44
40
40
T
P
F
T
P
F
TP
F
TP
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T
P
F
T
P
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TPF
24
3
.
0
5
'
N
8
9
°
4
4
'
3
0
"
E
90.08'
N 02°06'30" E
90.21'
N 03°36'49" E
24
5
.
4
2
'
N
8
9
°
4
4
'
3
0
"
E
X
X
X
GE
N
E
R
A
T
O
R
6'
W
O
O
D
FE
N
C
E
49
48
47
46
0
1
5
3
0
6
0
1
2
0
SC
A
L
E
:
1
"
=
3
0
'
GR
A
P
H
I
C
S
C
A
L
E
N
O
R
T
H
TREE REMOVAL PLAN
05/21/21
1"=30'
CJW
CJW
JRB
L-
1
.
0
DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
PE
I
J
O
B
#
:
CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SE
A
L
CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
6138 CAROLINA BEACH RD (US 421S)
21
1
2
2
.
P
E
HABITAT RESTORE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
PIEDMONT COMPANIES
2671 E. Main Street
Lincolnton, NC 28092
(704) 736-4385
1. REVISED PER SW REVIEW 7/9/21
2. REVISED PER SW AND EC REVIEW 8/5/21
3. REVISED PER SW REVIEW 8/23/21
4. REVISED PER EC & TRC REVIEWS 9/14/21
5. REVISED PER NHC/DWQ/NCDOT COMMENTS 10/19/21
6. REVISED PER NHC/DWQ/NCDOT COMMENTS 12/30/21
7. SUBMITTAL FOR NHC TRC 2/4/22
SITE DATAPROJECT NAME:HABITAT RESTORE - CAROLINA BEACH RDSITE ADDRESS:6138 CAROLINA BEACH RDWILMINGTON NC 28412PIN: R07900-001-014-001PROJECT AREA:±4.11 ACRES (56,607 +/- SF)PROPERTY OWNER:6144 CAROLINA BEACH RD, LLC2671 EAST MAIN STREETLINCOLNTON, NC 28092SOURCE DEED:DEED BOOK 6400, PAGE 1129ZONING: B-2PROPOSED USE:RETAIL-BUSINESS LOCATION MAPSCALE: 1" = 800'SITE US 421 - CAROLINA BEACH RDBEAU RIVAGE DRBEAU RIVAGE SUBDIVISION<- TO CAROLINA BEACH
14
4
9
R
E G I S T E R E
D
L
A
N
D
S
C
A
PE ARCHIT
E
C
T
N
O
R
T
H
C
A
R
OLINA
JAM
ES
R
.
C
I
R
E
L L
O
2
/
4
/
2
2
MITIGATION NOTES METHOD OF TREE PROTECTIONDURING CONSTRUCTIONNOT TO SCALE NOTE:TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TOCONSTRUCTION AND A PROTECTIVE BARRIER IS TO BEINSTALLED AT THE DRIPLINE. DRIP LINE - THE AREA OF SOILDIRECTLY BENEATH THE TREE EXTENDING OUT TO THE TIPS OFTHE OUTERMOST BRANCHES.3' MIN. STAKEHEIGHT ABOVEGRADE DRIPLINEPROTECTIVEBARRIER EXISTING TREE1.SIGNIFICANT TREES SHALL BE MITIGATED ACCORDING TOTHE NEW HANOVER COUNTY ORDINANCE.TREES THAT REQUIRE MITIGATION INCLUDE:ANY 24" DIAMETER OR LARGER CONIFER TREEANY 18" DIAMETER OR LARGER LONG LEAF PINE, PONDCYPRESS, BALD CYPRESS AND HARDWOOD TREEANY 8" DIAMETER OR LARGER FLOWERING TREE2.SEE MITIGATION CALCULATIONS BELOW:LEGEND:TREE TO REMAINTREE TO BE REMOVED 14" OAK14" P
FM
FMFM
6W 6W 6W 6W 6W
6W 6W 6W 6W 6W 6W
6W6W6W6W
6W
6W
6W6W6W6WFMFMFMFMFMFMFMFMFMFMFM
FM
SS
SS
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
6W
S
8
9
°
4
4
'
3
3
"
W
14
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A
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11
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A
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11
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A
K
12
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P
I
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12
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P
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14
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14
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11
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17
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20
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C
A
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14
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P
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14
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P
I
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11
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A
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14
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O
A
K
15
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A
K
13
"
O
A
K
11
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A
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9"
O
A
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10
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A
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12
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A
K
SO
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T
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R
I
D
G
E
B
O
U
L
E
V
A
R
D
(P
R
I
V
A
T
E
)
(US 421) CAROLINA BEACH ROAD
(160' PUBLIC R/W)
25' PRIMARY STREETYARD BUFFER
50' FRONT BUILDING SETBACK
13
12
.
5
'
S
E
C
O
N
D
A
R
Y
S
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A
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D
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A
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L
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A
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H
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E
S
P
A
C
E
GF
A
:
2
0
,
6
0
0
±
S
F
10
0
'
206'
15
17
11
20' REQUIRED TRANSITIONAL BUFFER -TYPE A: OPAQ
U
E
B
U
F
F
E
R
17
206'
10
0
'
S
8
9
°
4
4
'
3
0
"
W
37
.
0
5
'
C
8
C
9
S
8
9
°
4
4
'
3
0
"
W
59
.
2
9
'
N
8
7
°
5
3
'
3
0
"
W
49
.
4
2
'
N 02°06'30" E
327.45'
C10
N
8
9
°
4
4
'
3
0
"
E
24
5
.
8
0
'
LOAD DOCK
Tx
35' REAR SETBACK
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>
>
>
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>
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P
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O
(E
X
X
O
N
S
T
A
T
I
O
N
)
(E
X
X
O
N
S
T
A
T
I
O
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)
UGE UGE
F
F
F
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F
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C/
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40
44
44
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5
0
43
42
41
C/
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44
40
43
44
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0
44
44.50
44
44
40
40
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P
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T
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24
3
.
0
5
'
N
8
9
°
4
4
'
3
0
"
E
90.08'
N 02°06'30" E
90.21'
N 03°36'49" E
24
5
.
4
2
'
N
8
9
°
4
4
'
3
0
"
E
X
X X
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=
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0
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6
0
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=
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3
.
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0
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X
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V
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6
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=
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P
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1
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F
15
1
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F
0
1
5
3
0
6
0
1
2
0
SC
A
L
E
:
1
"
=
3
0
'
GR
A
P
H
I
C
S
C
A
L
E
N
O
R
T
H
LANDSCAPE PLAN
03/31/21
1"=30'
JRC
JRC
JRB
L-
2
.
0
DATE:
SCALE:
DESIGNED:
DRAWN:
CHECKED:
PE
I
J
O
B
#
:
CONCEPTUAL LAYOUT:
PRELIMINARY LAYOUT:
FINAL DESIGN:
RELEASED FOR CONST:
PROJECT STATUS REVISIONS:
DRAWING INFORMATION
SE
A
L
CLIENT INFORMATION:
122 Cinema Drive
Wilmington, North Carolina 28403
(910) 791-6707 (O) (910) 791-6760 (F)
NC License #: C-2846NEW HANOVER CO., NORTH CAROLINA
6138 CAROLINA BEACH RD (US 421S)
21
1
2
2
.
P
E
HABITAT RESTORE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION
PIEDMONT COMPANIES
2671 E. Main Street
Lincolnton, NC 28092
(704) 736-4385
1. REVISED PER SW REVIEW 7/9/21
2. REVISED PER SW AND EC REVIEW 8/5/21
3. REVISED PER SW REVIEW 8/23/21
4. REVISED PER EC & TRC REVIEWS 9/14/21
5. REVISED PER NHC/DWQ/NCDOT COMMENTS 10/19/21
6. REVISED PER NHC/DWQ/NCDOT COMMENTS 12/30/21
7. SUBMITTAL FOR NHC TRC 2/4/22
SITE DATAPROJECT NAME:HABITAT RESTORE - CAROLINA BEACH RDSITE ADDRESS:6138 CAROLINA BEACH RDWILMINGTON NC 28412PIN: R07900-001-014-001PROJECT AREA:±4.11 ACRES (56,607 +/- SF)PROPERTY OWNER:6144 CAROLINA BEACH RD, LLC2671 EAST MAIN STREETLINCOLNTON, NC 28092SOURCE DEED:DEED BOOK 6400, PAGE 1129ZONING: B-2PROPOSED USE:RETAIL-BUSINESS LOCATION MAPSCALE: 1" = 800'SITE US 421 - CAROLINA BEACH RDBEAU RIVAGE DRBEAU RIVAGE SUBDIVISION<- TO CAROLINA BEACH5.4.6 STREETYARD CALCULATIONS:REQUIREDPROVIDEDPRIMARY STREETYARD - CAROLINA BEACH RD358 LF - 32 LF = 336 LF25 x 336 LF = 8,400 SF8,400 SF8,400 SF8,400 / 600 = 14 3 UNDERSTORY TREES / 600 SF = 42 TREES42 TREES 6 SHRUBS / 600 SF =84 SHRUBS84 SHRUBSSECONDARY STREETYARD - UNNAMED ACCESS482 LF12.5 x 482 LF = 6,025 SF6,025 SF6,025 SF6,025 / 1200 = 5 1 TREE / 1200 SF = 5 TREES5 TREES 6 SHRUBS / 1200 SF =30 SHRUBS30 SHRUBSSTREETYARD NOTES:1.ALL SHRUBS TO BE A MINIMUM OF 12" HEIGHT AT TIME OF PLANTING.5.4.7 FOUNDATION PLANTINGSBUILDING FACE AREA ADJACENT TO PARKING23' HT x 306' LF = 7,038 SFREQUIREDPROVIDEDPLANTING REQUIRED735 SF1,020 SF7,038 SF * 12% = 735 SF 5.4.3 TRANSITIONAL BUFFERSTYPE A: OPAQUE BUFFER OPTION 3 (FENCE)The minimum buffer width shall be 50 percent of the minimum required setback as set forth in Article 3:Zoning Districts, or 10 feet, whichever is greater.Fencing shall be between 6 and 10 feet in height.Required planted materials shall be located between the fence and the common property line unlessotherwise specified.If solid fencing is used, planted materials a minimum of three feet in height and providing a minimum ofapproximately 50 percent visual opacity at initial planting shall be required. Vegetation shall be plantedbetween the fence and the nonresidential or attached structure if the required buffer is 15 ft. or less inwidth to accommodate regular maintenance.If permeable fencing is used, a minimum of two rows of planted materials providing approximately fullopacity within one year of planting are required.5.4.5 PARKING LOTSREQUIRED:PROVIDED:8% OF GROSS PAVED AREA 59,600 SF x (0.08) LANDSCAPE =4,768 SF8,684 SF1 TREE / 144 SF4,768 SF / 144 SF=3430 + 4 ExistingCANOPY TREESCODEQTYBOTANICAL / COMMON NAMESIZELO32QUERCUS VIRGINIANASOUTHERN LIVE OAK 10` - 12` HUNDERSTORY TREECODEQTYBOTANICAL / COMMON NAMESIZECAR42CARPINUS CAROLINIANAAMERICAN HORNBEAM 10` - 12` HSHRUBSCODEQTYBOTANICAL / COMMON NAMECONTAINERBUX103BUXUS M. `WINTERGREEN`WINTERGREEN BOXWOOD 3 GALDYH90ILEX VOMITORIA `NANA`DWARF YAUPON 3 GALLOR119LOROPETALUM C. `RUBY`RUBY LOROPETALUM 3 GALPV83PITTOSPORUM T. `VARIEGATA`VARIEGATED MOCK ORANGE 3 GALPOD34PODOCARPUS M. MAKISHRUBBY YEW PODOCARPUS 4` HT PLANT SCHEDULE
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IMPERVIOUS CALCULATIONS:DESCRIPTIONPROVIDEDBUILDING FOOTPRINT 21,800 SFPARKING LOT & WALKS 59,600 SFOUTPARCEL - FUTURE DEVELOPMENT 32,500 SFTOTAL IMPERVIOUS 113,900 SF 8' SOLID WALL TO SCREEN LOADIN
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