SW8150508_APPROVED PLANS_20150918

PERMIT NO
DOC TYPE
DOC DATE
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
sw k5DS�
❑ CURRENT PERMIT
APPROVED PLANS
HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
YYYYMMDD

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BOOK ---- PAGE ---- ` Y �` O
GRAPHIC SCALE
IM 41 i 1 0 50 100 200
+L 4!
SEA i 701 o
1 inch = 100 ft.
Revision
Designer
GSP
Scale
I" = 100*
Drawn By
Date
GSP
March 2015
License #
Job No.
P--0718
1 2014-0006
Wilmin
BELLE MEADE MIXED -USE
New Hanover Cou
North Carolina
DRAINAGE AREA MAP
PREPARED FOR:
BELLE MEADE DEVELOPMENT PARTNERS, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
910-799-3006
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-1

VICINITY MAP
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RUN OF 8q a 132
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441
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421 �t�, GATE POST LN 132
VICINITY MAP
(NTS)
LEGEND
DESCRIPTION
EXISTING
V CONTOUR INTERVAL
................................... ... ... ....
5' CONTOUR INTERVAL
--------------
PROPERTY LINE
-----------'-
ROADWAY CENTERLINE
RIGHT OF WAY LIMITS
-•••- ... .... -•••-•�-••-�•-
EASEMENT LINE
............. ..... I .... I........................
CURB & GUTTER
__________________________
SANITARY SEWER FACILITIES�---°-£3--�•-�--
STORM SEWER FACILITIES
------ =------
WATERLINE
-a•-_ ___.___. __.__ ._
FIRE HYDRANT ASSEMBLY
- -0�-
WATERWAYS
PROPOSED
X
PROPOSED LOT AND S.F.
5,000 s.f.
OPEN SPACE LABEL
I�A
OPEN SPACE
BUILDING SET BACKS
•w••---•---•---•--•--•--••
PRIVATE SANITARY SET BACKS
••••----•__._._-_�..—__._.
PROPOSED
N/A
STREET SIGN
404 WETLANDS
FLOW DIRECTION
SITE DEVELOPMENT PLAN
FOR
WILMINGTON, NORTH CAROLINA
MAY 2015
----------------------------------
, !
00
011
.04
\.
\ � S
\
VELOPE
NER
BELLE MEADE
DEVELOPMENT PARTNERS, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
PHONE: [phone]
PREPARED BY:
GSP CONSULTING,PLLC
E N G I N E E R I N G
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
INDEX
OF
SHEETS
SHT
C-0
COVER SHEET
SHT
C-1
GENERAL NOTES
SHT
C-2
EXISTING CONDITIONS PLAN
SHT
C-2. 1
SITE INVENTORY PLAN
SHT
C-3.1
OVERALL SITE PLAN
SHT
C-3.2
SITE PLAN
SHT
C-4
UTILITY PLAN
SHT
C-4.1
UTILITY PROFILES
SHT
C-5.1
OVERALL DRAINAGE PLAN
SHT
C-5.2
GRADING, DRAINAGE & EROSION &
SEDIMENT CONTROL PLAN
SHT
C-6
EXISTING WET DETENTION BASIN DETAILS
SHT
C- 7
STANDARD DETAILS
SHT
C-8
STANDARD DETAILS
SHT
C-9
STANDARD DETAILS
SHT
L-1
LANDSCAPE PLAN
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
My OF
G�r0
NORTH CAROLINA
Public Services • Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
SITE
DATA TABLE
GENERAL NOTES:
1. NEW HANOVER COUNTY PARCEL NOS.:
PIN 312408.99.9928,000 / PID R07000-004-004-000
PIN 312520-90.9829.000 / PID R07000— 004— 001— 000
PIN 313517.00.5557.000 / PID R07100-003-005-000
PIN 313517.00.6444.000 / PID R07100-003-007-000
PIN 313517,00.7245.000 / PID R07100-003-008-000
SITE ADDRESS: 4703 CAROLINA BEACH ROAD
2. TOTAL TRACT AREA: 14.46 AC.f (629,853 S.F.)
3. ZONING DISTRICT: CB (CDMU)
REQ'D. PROV'D
SETBACKS — 20' FRONT SETBACKS — 20' FRONT
35' REAR* 35' REAR*
10' SIDE 10' SIDE
*(ADJACENT TO RESIDENTIAL ZONED PROPERTY)
4. CAMA LAND CLASSIFICATION: URBAN
5. THERE ARE NO WETLANDS LOCATED ON THIS PROPERTY,
6. THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD HAZARD ZONE PER FEMA FLOOD
INSURANCE RATE MAP 3720313500J, REVISED DATE 04/03/06
DEVELOPMENT DAT :
TOTAL TRACT AREA = 10.93 AC.
DEVELOPMENT AREA - 10.93 AC.
PROPOSED DENSITY 228 UNITS - 20.86 UNITS/AC
BUILDING COVERAGE - 105,800 S.F. (22.2%)
(7-3 STORY) O 80.5' X 178.33' + BATHHOUSE + MAINTENANCE BLDG +
COMMERCIAL SPACE
TOTAL GROSS FLOOR AREA - 310,284 S.F. GFA
COMMERCIAL = 3,800 S.F.t
APARTMENTS = 306,484 S.F.f
310,284 SF (65,27)
TOTAL BEDROOMS - 372
84 X 1 BR = 84 BR
144 X 2 BR = 288 BR
MAX. BLDG. HGT. - 3-STORY / 35' MEAN ROOF
PROPOSED - 35' MEAN ROOF
PARKING —
84 - 1 BR UNITS X 1.5 MIN. SP./UNIT = 126
144 - 2 BR UNITS X 2,0 MIN. SP./UNIT = 288
3,800 SF COMMERCIAL - 1 SP./400 SF = 10
MINIMUM TOTAL SPACES REO'D. = 424
84 - 1 BR UNITS X 2.5 MAX, SP,/UNIT = 210
144 - 2 BR UNITS X 2.5 MAX. SP./UNIT = 360
3,800 SF COMMERCIAL - 1 SP./200 SF = 19
MAXIMUM TOTAL SPACES PREMIT'D. = 589
** 425 TOTAL SPACES PROV'D. (12 H/C) *•
PER ADA REGS FOR PARKING FACILITY WITH 401-500
SPACES 9 H/C SPACES REQUIRED
BIKE PARKING REQ'D = 5 MIN/100 SPACES
BIKE PARKING PROV'D = 22
NEW IMPERVIOUS SURFACES -
ROOFTOP - 105,800 S.F.
ASPHALT PAVEMENT - 147,227 S.F.
CONCRETE - 28,622 S,F,
FUTURE - 01 „ 51 S.F.
NEW TOTAL - 363.000 S.F.
EXISTING BUA - 203,013 S.F.
TOTAL BUA -- 566,013 S.F. (59.4%)
20/5 BY:
ap9aaeoo aaeje
Approved Construction Plan ,o C R41 o
Name Date �0®` ,}" -p'•.
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NOTE. -
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH THE
CITY OF WILMINGTON LAND DEVELOPMENT CODE, TECHNICAL STANDARDS
MANUAL & THE STATE OF NORTH CAROLINA
PROJECT NAME: BELLE MEADE APARTMENTS
GSP CONSULTING PROJECT #: 2014-0006

COORDINATION NOTES
1, THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR CONSTRUCTION OF THESE
PLANS.
2, ALL WORK IS TO BE IN ACCORDANCE WITH CITY OF WILMINGTON, NEW HANOVER COUNTY, THE CAPE FEAR
PUBLIC UTILITY AUTHORITY (CFPUA) AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED
WITH THE PROJECT, IN ADDITION, THE CONTRACTOR IS TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN
IN ADVANCE OF BEGINNING ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY
A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF -SITE OR WITHIN AN EXISTING EASEMENT, THE CONTRACTOR IS TO
NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE OF PROPOSED WORK, AND TO FOLLOW ANY
GUIDELINES OR STANDARDS WHICH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT,
GENERAL NOTES:
1• EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES, HAVE BEEN PREPARED BY FIELD SURVEY BY
MICHAEL UNDERWOOD & ASSOCIATES, PA., PREVIOUSLY APPROVED PLANS AND OTHER AVAILABLE
INFORMATION.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES. CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC, THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING FLAGMEN AND WATCHMEN AS NECESSARY TO INSURE
THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE CONSTRUCTION WORK.
CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF "CONSTRUCTION AND
MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES"
BY THE DOT,
5. ALL MATERIAL CLEARED OR DEMOLISHED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK
SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTED BY THE CONTRACTOR FOR A PERIOD OF
ONE YEAR AFTER THE OWNER ACCEPTS THE WORK.
7. CONTRACTOR SHALL CALL THE NORTH CAROLINA ONE -CALL CENTER AT 1 [phone] AND ALLOW
THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
B. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB & GUTTER WITHIN
LIMITS OF DEMOLITION AS SHOWN ON PLAN.
DEMOLITION NOTES
1. CONTRACTOR TO COORDINATE WITH THE OWNER TO PROPERLY MAINTAIN OR RELOCATE
EXISTING SERVICE CONNECTIONS WHEN NECESSARY
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REQUIRED. ALL DEMOLITION WORK REQUIRED TO CONSTRUCT NEW SITE IMPROVEMENTS WILL BE
PERFORMED BY THE CONTRACTOR AND WILL BE UNCLASSIFIED EXCAVATION-
3. DEMOLITION SHALL INCLUDE BUT IS NOT LIMITED TO THE EXCAVATION, HAULING AND OFFSITE
DISPOSAL OF CONCRETE PADS, CONCRETE DITCHES, FOUNDATIONS, SLABS, STEPS, AND
STRUCTURES; ABANDONED UTILITIES, BUILDINGS, PAVEMENTS AND ALL MATERIALS CLEARED AND
STRIPPED TO THE EXTENT NECESSARY AS DIRECTED BY THE SOILS ENGINEER FOR THE
INSTALLATION OF THE NEW IMPROVEMENTS AND WITHIN THE LIMITS OF CLEARING AND GRADING AND
AS SHOWN ON THESE PLANS.
4. THE CONTRACTOR SHALL PROTECT ALL ADJACENT PROPERTY, STRUCTURES AND UTILITIES
ON THE PROPERTY NOT TO BE DEMOLISHED. DAMAGE TO PROPERTIES OF OTHERS DUE TO THE
CONTRACTOR'S ACTIVITIES SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO COST TO
OWNER.
5. ELECTRIC, TELEPHONE, SANITARY SEWER, WATER AND STORM SEWER UTILITIES THAT SERVICE
OFF -SITE PROPERTIES SHALL BE MAINTAINED DURING THE CONSTRUCTION PROCESS BY THE
CONTRACTOR.
6. EXISTING UTILITIES NOT INTENDED FOR DEMOLITION
SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING DEMOLITION
7. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL.
8. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVER HEAD AND UNDERGROUND UTILITIES
INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND ANY OTHER UTILITIES THROUGH THE SITE WITH THE
RESPECTIVE COMPANIES,
9. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND SIDEWALKS TO BE
DEMOLISHED,
10. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
11. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM AVAILABLE RECORDS, BUT THE
THE CONTRACTOR MUST DETERMINE THE EXACT LOCATION AND ELEVATIONS OF THE MAINS BY DIGGING
TEST PITS BY HAND.
EROSION AND SEDIMENT CONTROL NOTES
GENERAL NOTES:
1. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
2. PLANT GRASS OVER ALL GRADED AREAS AS SHOWN IN THE TABLE ON THIS SHEET OF CEASE OF
ANY GRADING ACTIVITY.
3• CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY NEW HANOVER COUNTY.
5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
6, ANY BORROW MATERIAL BROUGHT ONTO SITE MUST BE FROM A LEGALLY OPERATED MINE OR
OTHER APPROVED SOURCE.
7, ANY EXCESS MATERIAL REMOVED FROM SITE MUST BE HAULED TO A LEGALLY OPERATED MINE OR
OTHER APPROVED SOURCE.
Designer
GSP
Scale
Drawn By
Date
GSP
March 2015
License #
Job No.
P-0718
2014-0006
MAINTENANCE PLAN
ALL EROSION AND SEDIMENT CONTROL MEASURES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF --PRODUCING RAINFALL, BUT IN NO CASE, LESS THAN
ONCE EVERY WEEK AND WITHIN 24 HOURS OF EVERY HALF INCH RAINFALL.
ALL POINTS OF EGRESS WILL HAVE CONSTRUCTION ENTRANCES THAT WILL BE PERIODICALLY
TOP -DRESSED WITH AN ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH.
THEY WILL BE MAINTAINED IN A CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING
THE SITE. IMMEDIATELY REMOVE OBJECTIONABLE MATERIAL SPILLED WASHED OR TRACKED
ONTO THE CONSTRUCTION ENTRANCE OR ROADWAYS.
SEDIMENT WILL BE REMOVED FROM HARDWARE CLOTH AND GRAVEL INLET PROTECTION,
BLOCK AND GRAVEL INLET PROTECTION, ROCK DOUGHNUT INLET PROTECTION AND ROCK
PIPE INLET PROTECTION WHEN THE DESIGNED STORAGE CAPACITY HAS BEEN HALF FILLED
WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO
LONGER DRAINS AS DESIGNED. DEBRIS WILL BE REMOVED FROM THE ROCK AND HARDWARE
CLOTH TO ALLOW PROPER DRAINAGE. SILT SACKS WILL BE EMPTIED ONCE A WEEK AND
AFTER EVERY RAIN EVENT. SEDIMENT WILL BE REMOVED FROM AROUND BEAVER DAMS,
DANDY SACKS AND SOCKS ONCE A WEEK AND AFTER EVERY RAIN EVENT.
DIVERSION DITCHES WILL BE CLEANED OUT IMMEDIATELY TO REMOVE SEDIMENT OR
OBSTRUCTIONS FROM THE FLOW AREA. THE DIVERSION RIDGES WILL ALSO BE REPAIRED.
SWALES MUST BE TEMPORARILY STABILIZED WITHIN 21 CALENDAR DAYS OF CEASE OF ANY
PHASE OF ACTIVITY ASSOCIATED WITH A SCALE.
SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT BECOMES HALF
FILLED. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A BARRIER.
STAKES MUST BE STEEL. STAKE SPACING WILL BE 6 FEET MAX. WITH THE USE OF EXTRA
STRENGTH FABRIC, WITHOUT WIRE BACKING. STAKE SPACING WILL BE 8 FEET MAX. WHEN
STANDARD STRENGTH FABRIC AND WIRE BACKING ARE USED. IF ROCK FILTERS ARE
DESIGNED AT LOW POINTS IN THE SEDIMENT FENCE THE ROCK WILL BE REPAIRED OR
REPLACED IF IT BECOMES HALF FULL OF SEDIMENT, NO LONGER DRAINS AS DESIGNED OR IS
DAMAGED.
SEDIMENT WILL BE REMOVED FROM SEDIMENT TRAPS WHEN THE DESIGNED STORAGE
CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. THE ROCK WILL BE CLEANED OR
REPLACED WHEN THE SEDIMENT POOL NO LONGER DRAINS OR WHEN THE ROCK IS
DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR,
DECOMPOSE OR BECOME INEFFECTIVE, THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL
BE REMOVED WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE.
SEDIMENT WILL BE REMOVED FROM THE SEDIMENT BASIN WHEN THE DESIGN STORAGE
CAPACITY HAS BEEN HALF FILLED WITH SEDIMENT. ROCK WILL BE CLEANED OR REPLACED
WHEN THE SEDIMENT POOL NO LONGER DRAINS OR IF THE ROCK IS DISLODGED. BAFFLES
WILL BE REPAIRED OR REPLACED IF THEY COLLAPSE, TEAR, DECOMPOSE OR BECOME
INEFFECTIVE. THEY WILL BE REPLACED PROMPTLY. SEDIMENT WILL BE REMOVED FROM
BAFFLES WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING
SKIMMERS WILL BE INSPECTED WEEKLY AND WILL BE KEPT CLEAN.
ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE
VEGETATIVE COVER. ALL SLOPES WILL BE STABILIZED WITHIN 21 CALENDAR DAYS, ALL
OTHER AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS.
FLOCCULANTS WILL BE USED TO ADDRESS TURBIDITY ISSUES. THE PUMPS, TANKS, HOSES
AND INJECTION SYSTEMS WILL BE CHECKED FOR PROBLEMS OR TURBID DISCHARGES DAILY.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY
PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS,
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER,
TEMPORARY SEEDING -LATE WINTER f EARLY SPRING
WINTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
Rye (GRAIN) 120
*ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
*OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
BEYOND JUNE.
SUMMER
SPECIES
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
RATE (LB/ACRE)
40
GI!Iff iffA:1IT-5941
COASTAL PLAIN - DECA-APR, 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND AGRICULTURAL
LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LB/ACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING OR A
MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS
A MULCH ANCHORING TOOL.
Maintenance
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
Wilmington
BELLE MEADE MIXED -USE
New Hanover Coun
North Carolina
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC...
2. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
3. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
TO THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN
AT ALL TIMES DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS,
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT,
4• ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
SUCH AS TREES, VEGETATION, FENCING, ETC,,, SHALL BECOME THE PROPERTY OF THE
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF --SITE OR BURNED IF PROPER PERMITS
ARE RECEIVED.
SITE NOTES
1. ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
HEREON BEFORE BEGINNING CONSTRUCTION.
2- THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R,O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
3. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE,
4. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY,
5. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
6. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
8. CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT, DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER,
9. IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
10. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND UTILITIES. THE
LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY SHOWN ON PLANS AND WHERE
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND STRUCTURES AS NECESSARY.
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
TOLL FREE 1--800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES.
11, ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
12. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
13. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
14. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
15, THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
16. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
GENERAL STORM SEWER NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE CITY OF
WILMINGTON AND THE STATE OF NORTH CAROLINA REQUIREMENTS AS SPECIFIED ON
THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
2. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS,
PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS.
3. ALL STORM SEWER PIPES TO BE HDPE ADS N-12 OR EQUIVALENT, UNLESS OTHERWISE
SPECIFIED.
4. ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
PLANS.
GROUND STABILIZATION
SITE AREA
STABLIZATION
STABILIZATION TIME
DESCRIPTION
TIME FRAME
FRAME EXCEPTIONS
PERIMETER
DIKES, SWALES,
7 DAYS
NONE
DITCHES AND
SLOPES
HIGH QUALITY
WATER (HOW)
7 DAYS
NONE
ZONES
IF SLOPES ARE 10' OR
SLOPES STEEPER
7 DAYS
LESS IN LENGTH AND ARE
THAN 3:1
NOT STEEPER THAN 2:1,
14 DAYS ME ALLOWED.
SLOPES 3:1 OR
7-DAYS FOR SLOPES
FLATTER
14 DAYS
GREATER THAN
50 FEET IN LENGTH
ALL OTHER AREAS
NONE (EXCEPT FOR
WITH SLOPES
14 DAYS
PERIMETERS AND HOW
FLATTER THAN 4:1
ZONES)
GENERAL NOTES
EXISTINQ UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR
TO BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
UTILITY CONTACTS:
1. CONTACT THE NORTH CAROLINA ONE CALL CENTER PRIOR TO DOING AND DIGGING.
1-800-632-4949
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED BY CONTRACTOR
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 LEAST TWO WORKING DAYS, BUT NOT MORE
THAN TEN WORKING DAYS PRIOR TO ANY EXCAVATION OR DEMOLITION.
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
PREPARED FOR:
BELLE MEADE DEVELOPMENT PARTNERS, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
910-799-3006
Planning
Traffic
Fire
Approved Construction Plan
Name Date
P
lrr o1
aQN
Public Services Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
�CE VE..
BY: -
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance,
GSP CONSULTING,PLLC
E N G I N E E R I N G
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
i
SEAL
031315
�GINE�
�Ry'S pP
Sheet No.
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Drawn By
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GSP
March 2015
License #
Job No.
1
P-0718
2014-0006
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INV.(w): I3.20 �J � I4�^/+,� J&E
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\ / / �, c22.0 � 15 �L..� 20 PINE : 14.45 tt �I(Q 21 PINE
t E 120 19 P X21,3 / 16 PINE 511616E
8 S INE 19 PI �RNE X 22 P*PINE key W 5# PIIE AZA \cy 19 PINE
1 13 PINE-IZW 16 17 PINE EX. T TO BE � n P� I*
17 PINE 1 w
x21.7 22
1 1I 20 15 PRE 13 REMOVED TYP � e AG -�
r P 11 15 15 PEE 17 PINE S I 21 t Y } 14 OAK \ 77 OAK ; J� } 16 P*E
i P {�Q(I�.1.5 PINE 19 PINE , . 7 \ \ fi 1 Is PIKE 'L,�20 t° PIKE X2 0 1�
-�C22 PNIII16 POE 14 PINE
a it
IPW ' 1 r"r" irQN 1 �1
11{{II 0 E
\ I I 1 key15 ME^r \ E \ 3. a CAK 4 ° OAK -
1 4 µAC / �I1E , 5 RNE 16 17 PINE\ ` 20 PINE J;ZXI8 PINE 42
PINE 04 \
23 12 PINE �6 PINE 1 1°` N 14 PINE 1 0 `
l � 76 PINE
X 21.6 X,1N 9 5 14 "�� X 21.6 "'� ■ 14 PINE 17 PINE x 22.3 is Ll�'Ngw
21 PINE
\ 1 z3 PME / 918�
t9 °* "" i',.� '8 GAK 13 OIIK 11
i I 16 PINE 17 �11,8 14 RIEX2 7S PRE
11 21 PINE / 6 MAC - - ` 14 PINE ' /"" \ 2t�� �t 14 OAK
N 2' MNE
` � 2i• l�N'- f;nK h ,6 PINE a �lF
- ` A OAK
S5023' ' `2. - - 1094.00'(/TOTAL) {
13 PINE _.. l d<o t�l 19 oAx
� x , PINE13 PINE �!F ?lN;
.7 IIF P E 14 PINE r- X23.1 \ ` 1$ FINE
� x22.6 \
X22.4 X22.1 \ \
X 22.0 `
TRACT 7 X22 4 X23.1
BIDDLE SUBDIVISION
NOW OR FORMERL Y
-LAWRENCE LAWSON-
BOOK 0337 PAGE 0209
PARCEL ID No. R07100- 003- 009- 000
ZONE R - 15
BELLE MEADE MIXED -USE
Wilmin on New Hanover County North Carolina
EXISTING CONDITIONS
TRA)� 2T'r, XTRAVIr1PT79A27 - - --
MAX 2 s♦7er ;I.z7 I ??SS I 1
A
+ PHASE
i... i 1
MAP ROOK - xs
�•r FfRE
6
t51P •�-`-C. 1--Z ! � I I
1.6 / ! ,� 1
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,x22.2 _ _ _ - - --- - - -
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2. 2•¢ _._. - - fit+T6 LY5 - � ` � \ xTRA4M+75A?4 j �A�I
RAV 22 4G
JII P-
imp
i I
l r� EMc N TS
S50 4458"W 442.58'
PREPARED FOR:
BELLE MEADE DEVELOPMENT PARTNERS, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
910-799-3006
Approved Construction Plan
Name Date
Planning
Traffic
Fire
QNLINII
Public Services o Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
ECEIVI
BY:
GRAPHIC SCALE
so 0 25 5o
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-2
- -- I r rw^ - i , r T • : , M. f1.7TFTT? Tr 7 T-, V:
, S � r o:f ., 1 �• si +' �. -II �r1 ! ti 1�.1f{��y5�!'�� 1f 1' ,1r'� `11� ,. .:�1,.�'� i•
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41
E
ORAINAGERIW
— J
I
I
1
NOW OR FORMERL Y
CAROL A. SWENSON-
BOOK 1224 PAGE 0313
I
NOW OR FORMERLY
— WIL BUR L. RUSS, E rux—
BOOK 0752 PAGE 0011 ;
I
POR T10N OF L 0 T 4
GEORCE L. BIDDLE
PROPERTY '
THIS ARF_ A T
CAROLINA BEACH
ROAD WILL BE
REZONED TO 0 + I
_
— — — ..�..� — �--- — — — ----- ------ --�— � — _----�-- i .�`�` — • PA GE E � � �, !;• i' f� � f
= 8.5 X t8 PARKING &5 X 18� PARKING—
I I SPACES 24' DRIVE AISLE SPACES
MIN85'X45.5' MEN85'X15.5' I O 5' S
'I PARKING SPACES PARKING SPACES
24DRIVE AISLE
I I 5'—$" CONIC c l i i LOT 2�r rI ! !
i it I j 1
fi� ' iC' I (/) I SIDEWALK 1 1/2" ASPHALT 5'-6' CONIC I !' i' I t n
EIFLLF
r I 6" ABC SIDEWALK , M = DF_ ✓!L A 1 4 2" ASPHALT 6.5 -4 I I € �; n ..
SIDEWALK 6" ABC CONIC, I— ?x S n i
SIDEWALK I n' I I' + HA � I
Typical X--Section at Parkin Area l a i
Typical X-Section at Parking Area I o I g i 1 CAI; !!` 'r �� CI: BOOK -
I �� ?� i _
A
N TS I I NITS i
f t�I i BELLL F �j
MEADE VILLAGE
I iiE 6 I PHASE 2
NOW OR FORMERLY
Z PART o f TRACT 3 i i 1 M,49 BOOK
DA 1/ID EARL SIKES and wife, SAUNDRA H. SIKES I � I � i�
„ - �t E GE_
BOOK 1128 PAGE 1288 I o I BIDDLE SUBDIVISION { ---,� J ,, i
PARCEL ID No. R07000---004--003-000 I -MARIE P. SIKES-
ZONE R - 15 I BOOK 0660 PAGE 0421
PARCEL ID No. R07100- 003- 004 - 000
I ZONE R - 15 /
CON
I N50 29'05 " E 730.37'
MARIEP. �*g, ----------------------------------------------_-----------------_----------------------------------------------------------------------------------------
_
BOOK 1412 P GE 1587
PARCEL ID No. R07000-004-005-000 i r--- - - - - - - - - -------------------------------------------- -------------___-------------
ZONE R - 15
_.--
Cn
N
v
r
aw My --f
sm apSr
------ 3-STORY 33 UNIT
APARTMENT BUILDING N S 110OL FACILITYEl
, i
21-2 BEDROOM
r ---- - - - - 12-1 BEDROOM wI �.a •x, x� r ��_ _ -•
80'-6"X178�-4"
FF=21.77In
III
2C' i'PI VA TF
) 'E STORM DRAIN 'CE I
EASEMENT
17
I _ -
�I -�- ---
I 1 F71
■21.83 I �!i [ I - - - i - - - - - -- --- - - ---- - - - ._ - -. --
I 3-STORY 30 UNIT
APARTMENT BUILDING 3-STORY 33 UNIT
72
I 3-STORY 33 UNIT I EAPARTMENT BUILDING
18-2 BEDROOM
I 12-1 BEDROOM APARTMENT BUILDING 21-2 BEDROOM
4 3,800 21-2 BEDROOM 12-1 BEDROOM
ACE T12-1 BEDROOM 80'-6"X178'-4" I !'
80 -6 X17EI -4 'A
80L'-6 X178'-4" COMMERCIAL
CIAL ,FF=21. 7 " FF=22.63
FF 20.76 SPACE 3
EU
FT
rl
---------------------------------------------------- -- ----- -
----
—_`—____--- ---—__—_----_ _ -------------- — ------------------------------------------______-------___ -- ----- — _____________-----------_____—_—___----_-----_......--
_..Si •7 -- '--�— U C%� Y° r `�' � vim' ' `i I
f, f r- �. ------ -------�--- ---- ---- - -
O 't
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t
S+ ACRES �.. - - '- (01
------------ -------------------------------------------------- ---- ______._.�_-___-_-- �_______-- ----- ---------------_-------------------------------�-- - _ Q� — --- -- - _ _c�,
---------�---------- --- ----------------------- — — --- — ---- —------------------------------------------------- -- —___ —---------------------------------------------------c
NI-____---------------- -- - - - - - - - - - - - -- -- _-_____--__-_ ___________- _-_ --_ _ _____--__- ________--______----- - ♦ r\ 1 I '' -� I 1 `�
rt I •� 1`
I I
'
3-STORY 33 UNIT 3-STORY 33 UNIT 3-STORY 33 UNIT
I APARTMENT BUILDING APARTMENT BUILDING
APARTMENT BUILDING
21- 2 BEDROOM 21-2 BEDROOM
I 21- 2 BEDROOM
r I 12-1 BEDROOM 12-1 BEDROOM 1 r
12- 1 BEDROOM 1 ij k I' I'
_T
80'-6'X178'-4" 80'-6"X178'-4" 1 I
FF=21.90 FF=22.40 80 -6 X178 -4 I I
i I Ff=21.68
s r I i
r.1 1 I � 1
I r ! I I
� I -1-H
IJ�
aliIm
--- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
---------------------------------------------- --_— — ---- -- --- ---- -----+ I. P.II I
9 75.52
550 23'58"W ' a94.00'(TO TA L)
I
I
I
Designer
GSP
Scale
1' = 50'
Drawn By
Date
GSP
Larch 2015
License if
Job No.
P-0718
2014-0006
TYPICAL LIGHT DETAIL OR EQUIVALENT
TRACT 7
BIDDLE SUBDIVISION
NOW OR FORMERLY
-L A WRENCE LA WSON-
BOOK 0337 PAGE 0209
PARCEL ID No. R07100--003-009-000
ZONE R - 15
\"ER
----NO_ TES:
1. DIRECTIONAL LIGHTING TO BE USED SO AS NOT TO AFFECT ADJACENT
PROPERTIES
2. MAXIMUM HEIGHT 10' FOR UNRESTRICTED LIGHTING AND 15' FOR 90'
CUTOFF LIGHTING (PER SECTION 18-213.2 (a) (8) OF CITY OF WILMINGTON
LAND DEVELOPMENT CODE.
BELLE MEADE MIXED -USE
Wilmington New Hanover County North Carolina
TRANSPORTATION NOTES:
1. ALL PAVEMENT MARKINGS IN PUBLIC RIGHTS -OF -WAY & FOR DRIVEWAY ARE TO BE THERMOPLASTIC & MEET CITY AND/OR NCDOT
STANDARDS.
2. TRAFFIC CONTROL. DEVICES (INCLUDING SIGNS AND PAVEMENT MARKINGS) IN AREAS OPEN TO PUBLIC TRAFFIC ARE TO MEET MUTCD
(MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES) STANDARDS.
3. CONTACT TRAFFIC ENGINEERING, AT 341-7888 TO ENSURE THAT ALL TRAFFIC SIGNAL FACILITIES AND EQUIPMENT ARE SHOWN ON THE
PLAN, ADD A NOTE TO CALL TRAFFIC ENGINEERING FORTY-EIGHT (48) HOURS PRIOR TO ANY EXCAVATION IN THE R/W.
4, ANY BROKEN OR MISSING SIDEWALK PANELS, DRIVEWAY PANELS AND CURBING WILL BE REPLACED.
5. CONTACT KAREN DIXON AT 341-7888 TO DISCUSS SITE LIGHTING OPTIONS. THE LANDSCAPING PLAN WILL BE NEEDED TO DETERMINING
SITE LIGHT LOCATIONS.
6. TACTILE WARNING MATS TO BE INSTALLED AT ALL WHEELCHAIR RAMPS.
7, ALL TRAFFIC CONTROL SIGNS AND MARKINGS OFF THE RIGHT-OF-WAY ARE TO BE MAINTAINED BY THE PROPERTY OWNER IN
ACCORDANCE WITH MUTCO STANDARDS.
$, ALL PARKING STALL MARKINGS AND LANE ARROWS WITHIN THE PARKING AREAS SHALL BE WHITE.
9. A UTILITY CUT PERMIT IS REQUIRED FOR EACH OPEN CUT OF A CITY STREET. CALL 341-5888 FOR MORE DETAILS. IN CERTAIN CASES
AN ENTIRE RESURFACING OF THE AREA BEING OPEN CUT MAY BE REQUIRED.
10. INSTALL REFLECTORS PER CITY AND NCDOT STANDARDS. TRAFFIC ENGINEERING MUST APPROVE OF PAVEMENT MARKING LAYOUT PRIOR
TO ACTUAL STRIPING.
11• A LANDSCAPING PLAN INDICATING THE LOCATION OF REQUIRED STREET TREES SHALL BE SUBMITTED TO THE CITY OF WILMINGTON
TRAFFIC ENGINEERING DIVISION AND PARKS AND RECREATION DEPARTMENT FOR REVIEW AND APPROVAL PRIOR TO THE RECORDING OF
THE FINAL PLAT.
12. CONTACT TRAFFIC ENGINEERING AT 341-7888 FORTY-EIGHT HOURS PRIOR TO ANY EXCAVATION IN THE RIGHT OF WAY.
OVERALL SITE PLAN
PREPARED FOR:
BELLE MEADE DEVELOPMENT PARTNERS, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
910-799-3006
Approved Construction Plan
Name Date
Planning
Traffic
Fire
ca1'y as
aTQJNi
Public Services o Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
ECEIVrE
a SEAL
MA`; r;#_, 031315
BY: c'9iQ>Ry 1blp
GRAPHIC SCALE
50 0 25 50 100
Sa
1 inch . 50 ft.
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-3*1
by J �, I � M ± !i 1�.#7��,
• , , '��'� .. �-f' ' i,E�;,.�ri ,Ir 'i l i EJ, �� t- i`{ �, �;,JI, I,R,�?;7 ,'Stir ilf ,� �li�� �Ir��������� ;z'><'�,���;
.. •. S' M.i . ice. ' �.� I'

I
W!R£ F£NC£
_ riz�ao
BOOK 141"' PAGE 1587
PARCEL ID No, Rj'.' /000- 004 - 005- 000
I io r_. /i2 - 15
- "7=7777---x)�-7' 97 - T* =)oF--�JRR£
N50 029'05 "E 730..E f
_ 1_0BUFFERYARD_
-------------
6ul�tSs1�
--------------------------------------------------------
10 BUFFERYARD
-------------------------------------------------------------------------
Q'----------------------------------------------
---------_------------------------16
BUFFERI�ARD
�
PAD &
RECYCLING
-
DUMPSTER
PAD &
5 i.
e
Op
I 4
ENCLOSURE
-
35 REAR YARD SETBACK
_
•4
RECYCLING
ENCL05URE
25' PUBLIC DRAINAdE
DO
F
--
--
--
--
B
--
--
--
--
3•,
-�p-------------------------------------
--------------------------__------------------------
=-------------------------
MEN AL
�-
r------
--___-__---
---------------
---
-----__-----------------
ENTIRE
RfNTA OF`�
G
ha
SIKE
DRIVE FR M
N\\
a
T
MAP
Q��
0 �RR INe `�
OP
+______-____ _ _ N 3-STORY 33 UNIT y � -0 0
APARTMENT BUILDING � n
cd so 4j J oll C
I a. '- _-- h 8' SW 21-2 BEDROOM $' SW W z
C}, j -� _ SW
OMMUNIT
LAY PAR I
r-- - - - - - - - - -- - - - - - -- -- -- -- -- - - - 1 4 1 12-1 BEDROOM 1 z 8 I
8' 2 HC SIGN '- "X17 s— 4ss 31' 5,5' . 24' ' 24' 4' 1 ' Z
80 6 8
HC RAMP 26
FF=21.77
HC SIGN24' LIGHTPOLE AREA
r
I
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h
LIGHTPOLE iD BIKEC 1 I
11
I A K •p ,I ��
(TYP)
5' STAMPED 5 STAMPED\,5STAMPED
m �, CONCRETE CONCRETE
< N AM ED N 5 STAMPED CONCRETE �, I I ' ;j
I s- 5 STAMPED WALKWAY LIGHTPOLE I I
$. CONCRETE g, WAN KWAY 9, I I
N WALKWAY WALKWAY TYP I
o WALKWAY ( I '
a cr L17
�-' 37' I 127''r
6.5' SIDEWALK HC RAM 6.5' SIDEWALK HC RAMP 6.5' SIDEWALK
`� h CA WASH &
N YACK MA T. BLDGBIKE � � can •`BIKE� � LKE F =21.83; N as ACK HC SIGN HC SIGN C SIGN I
' 95 a
t 3-STORY 30 UNIT
; W � 3-STORY 33 UNIT
APARTMENT BUILDING ;�, o I IZ
�' 18-2 BEDROOM N 24 `� 3-STORY 33 UNIT APARTMENT BUILDING �► 91' Iev
z
COMMUNITY10
APARTMENT BUILDING 34' 15.5' . 24' 15.5` 35' 21-2 BEDROOM I I_
�.
I
IN jtf
PAVILLION 8' SW p12 —1 a' SW 8' SW 21— 2 BEDROOM a' SW 8' SW 12 —1 BEDROOM 8' SW Doc
�' I 3,800 S 15.5' r �v t s� PARK
S ACE 3,800 SF 31, 15.5 3a 12i 1 ,BEDROOMS 80 -6 X1 78-4 I,
80'-6 X178'-4" COMMERCIAL
80 �- 6 X178 - 4 FF= 22.63 I ; f
FF=21.37
F420.76 SPACE eO PUBLIC DRAINA EASEMENT
'L -- - --- ----- ---_---- 15' FROM CE TERLINE OF / / -�-
_-.......___......-_...------------------------------ _. _.. -- -3Q-------- -2O, FRONT YARD SETBACK - ---- - - �-- ----------- _ . -----------------------Ex,48�Q6�M-PIRE f
{ 20' FRONT YARD SETBACK / ; '
13` PEDESTRIAN E MENT 13' PEDESTRIAN EASEME --- '--
- - - - - - - - - - - - - - - - - - - - - - -- - 10' PEDESTRIAN EASEMENT - 1Q' PEDESTRIAN EASEMENT / [ O s
—
— —
___--- — -- 100
TRIANGLE
_
20•X 7a' SlSIGHT- — ----- — _ _- --- -
_ — — — LE
l_��
20 X7O' SI T r (ALL PROP05E0 VEGETATION SIGHT IMANd.ES SHAH NOT
�► .l► j +TRIA � _'f INR TENTH aim VGML
Ui
pFMPOSM 11 SIGHT LINES FROM 3(r 10')
SIGHT TRIANGLES SHALL NOT —►
INTERFERE VATH CLEAR VISUAL `�
SIGHT LINES Fi 3a" a Sol c 81'
--------------------- ----------- - -- -------- ------------- - -- - -- - - - - = r"' � 10 PEDESTRIAN EASEMENT _ -- .._._------------- ---------------..._.._.. - PEDES N EASEMENT------------------� ~ ;.
13' PEDESTRIAN EASEMENT _ 13 PEDESTRIAN EASEMENT - _ j
S16
'--------------------------�---------------- 20'-F NT YARD SETBACK - --- --------------------- - ----------- ------------------------------------ -- - T P-- SETBACK ---------------------------- - -- �-,--- --------------------- ---------20, ---- YARD SETBACK --------------------------------------------
L_j —
LT L
� 1
I 3-STORY 33 UNIT 3-STORY 33 UNIT
I a 3-STORY 33 UNIT
APARTMENT BUILDING APARTMENT BUILDING I
I F`� APARTMENT BUILDING
21-2 BEDROOM , 15.5' . 24' 15.5' 21-2 BEDROOM 1 _ COMMUNITY
SW 12-1 BEDROOM 8 5W Y 8 SW 12-1 BEDROOM $ SW 1 5' 24' 155, $ sW 2 �2 BEDROOM g sw PAVILLION {�t
I WI lf
80 -6 X178 -4 W 3 80 -6 X178 -4 BEDROOM
I NI En 80'--6' X178'-491
Y
FF=21.90 �' N FF=22.4010 — `° `° FF--21.68
COMMUNITY W `O '
3 I ; !
`j ► PAVILLIOII 104
c '
'' vs 3 3 HC SIGN 3 HC SIGN ;
°� i o i BIKE S� h� N v' BIKE 7t�4` v' BIKE
N: °D 00 co I N + it ;Lei
6.5' SIDEWALK 6.5' SIDEWALK 6.5' SIDEWALK
r 5' STAMPS g' 5' STAMPE
Lk
U91 Ln I J9.
I I I I HT I I I I I
CONCRETE CONCRETE
I i h, WALKWAY WALKWAY N co
00 N ; It
' LIGHTPOLE ___.._______ ___ LIGHTPOLE----------------------------- -----------------35'_REAR-YARD SETBACK____. _ _____-------------------_----_ DUMPSTER LIGHTPD-----_---__-----_-----------------------------------_ _----_ ---------------______------ --
L------------------- �-------------------------- ,--------------------- ---- -�-- -, 'p/Cff- TYPE _
c TYP -� RECYCLING 9
Q o es, ENCLOSUR '�
h LIGHTPOLE lI
i;,
.p ti (TYP)
1 — — ---- ---------
-------------------•---------------------------------------------------------------------------- __--_�-- , ------ -r
T-- ------ ---- —------------------------------ — _.
10 BUFFERYARD �, 10' BUFFERYA ems..
10': BUFFERYARD N 9 7�. J�2 _ a �, C f
_ - - - - - - - - - - - - - - - - - - - - -- - -- -fit`
TYPE 3 BARRICADEROAD
DENOTING FUTURE FOR F FUTURE S.50L 3'58 VV 1094.00 '( TO TA..) p '�
ROAD EXTENSION EXTENSION
WAASEMENT
I
TRACT 7
I BIDDL E SUBDI VI S101''
Date
Designer
GSP
Scale
I* = 30'
Drawn By
Date
GSP
March 2015
License #
Job No.
P-0718
2014-0006
BELLE MEADE MIXED —USE
Wilmington New Hanover County North Carolina
DETAILED SITE PLAN
For each open utility cut of
City streets, a $325 permit
shall be required from the
City prior to occupancy
and/or project acceptance.
Approved Construction Plan
Name Date
Planning
Traffic
Fire
PREPARED FOR:
BELLE MEADE DEVELOPMENT PARTNERS, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
910-799-3006
� of
GTQ�N
NORTH CAROLIlVA
Public Services o Engineering Division
APPROVED STORMWATER MANAGEMENT PLAN
Date: Permit #
Signed:
4 SEAL
SCENE 031315
INE
qaa�R 1,``S, p p
BY: 015
GRAPHIC SCALE
30 0 15 30 60
1 inch 30 ft.
GSP CONSULTING,PLL-C
ENGINEERING
6626 Gordan Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No,
C-3*2
�f#L
f `,! - r [ , r t i it r' rk rYf • ,1 r[ [AA I!�1' Iyy. fly iFi ikh)
' T !r y„+• ' Y - Sr,, �.., I.-, .l .. .. -. - ... 1. �. ., 1 .} ,. f.� kl. l�,� ! {� ,r r A•� �.Y_7 �.: AY [f .1.;�'I .1 r.14., 1,{. 4•
. . I•.. .r , r.. .. .,! r t' [ • f. !. r. . ,'1`.i �f .y ,fir � aa. fl.r -1-.l is r4?:.'f n-.'7 - fk: .Y d+['e+1.

PER THE REQUIREMENTS OF THE STORMWATER PERMIT, THE FOLLOWING SHALL
OCCUR PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY OR OPERATION OF
THE PERMITTED FACILITY.
• AS -BUILT DRAWINGS FOR ALL STORMWATER MANAGEMENT FACILITIES SHALL
BE SUBMITTED TO THE CITY OF WILMINGTON ENGINEERING DIVISION.
• AN ENGINEER'S CERTIFICATION SHALL ALSO BE SUBMITTED, ALONG WITH
ALL SUPPORTING DOCUMENTATION THAT SPECIFIES, UNDER SEAL THAT THE
AS -BUILT STORMWATER MEASURES, CONTROLS AND DEVICES ARE IN
COMPLIANCE WITH THE APPROVED STORMWATER MANAGEMENT PLANS.
• A FINAL INSPECTION BY CITY OF WILMINGTON ENGINEERING PERSONNEL.
ALL REQUIRED EASEMENT MAPS SHALL BE REVIEWED BY CITY STAFF AND
RECORDED PRIOR TO ISSUANCE OF A CERTIFICATE OF OCCUPANCY.
I
D INAGE NOTES ++I
1. ALL IMPERVIOUS SURFACES TO DRAIN TO EXISTING WET DETENTION I
BASIN.
2. ALL STORM PIPE CONNECTING TO CITY OF WILMINGTON DRAINAGE
STRUCTURES TO BE 12" MINIMUM. '
3. NO ROOF DRAIN IS TO CONNECT DIRECTLY TO CITY OF WILMINGTON
DRAINAGE STRUCTURE. _
I
GRADING NOTES:
1, ALL STORM INLETS WITHIN DISTURBANCE AREA TO HAVE EITHER INLET
PROTECTION OR A SILT SACK INSTALLED SEE DETAILS ON SHEET C-9.
PUMPING NOTES: '
1, SEDIMENT LADEN PUMP DISCHARGE IS ONLY ALLOWED IF ITS DISCHARGED AT OR BELOW 50 NTU'
WITHOUT EROSIVE VELOCITY AT THE POINT OF DISCHARGE, INFILTRATED ONSITE OUTSIDE ANY WE LANDS
WITH NO RUNOFF, OR BY USING PAMS WITH A LIQUID INJECTION SYSTEM DISCHARGING INTO A DIRT BAG
PLACED ON A STABLE SURFACE.
EROSION CONTROL NOTES
1, SEDIMENT BASIN WILL BE PUMPED DOWN BY MECHANICAL MEANS
WHEN SEDIMENT REACHES 509E STORAGE ELEVATION AND
MUCKED OUT,
2. PRIOR TO USE AS AN WET DETENTION BASIN, SEDIMENT BASIN
WILL BE MUCKED OUT.
3. PRIOR TO THE CREATION OF ANY IMPERVIOUS SURFACES THE
FINAL POND DESIGN SHOULD BE BUILT, SEE SHEET C-6 FOR
BASIN DETAILS,
4. ALL OUTLET STRUCTURE OPENINGS TO BE CLOSED UNTIL
SKIMMERS ARE REMOVED.
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\\\\ "a' DRAINAGE AREA TO (125' CAROLINA POWER AND IIGH 3" IW
Ill / /� �\ •,� •~\ �\ EXISTING POND 11 BOOK 2963 PAGE 0164
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ACCESS EASEMENT "' �SIM POND r
-" 1 BOOK 4137 PAGE 0536 1
77F
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$ I ; �1 \
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C,P ROOOK \
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I I BETTY JO ALFORD ll ` _ \
4 I and husband, Z
") - 4
GERALD R. ALFORD �'
ROOK 4166 I � Z a _c PART of TRACT 2 s I Ij ; BE L E
iPART of TRACT 2 PAGE 0929 C1C BIDDLE SUBDIVISION jj� I MEAD! -
A IL
HBIDDLE SUBDIVISION ZONE R 15 -MARIE P. SIKES- P
�
-MARIE P, SIKES- � D � � I �" p � ro � BOOK 0951 PAGE 0692 � I i i { MA Er OK -
BOOK 0961 PAGE 0692 v� ` a ZONE R - 15 Ii �� �' ', PA GE-
' ZONE R - 15!`;
W2aarcr II �` Ui ,' L l� 3
a.� ��, ._ �. _ LE
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SEDIMENT BASIN CALCULATIONS - ,,�; 4,1AP OK
v. ?AGE
I
,
SEDIMENT
DRAINAGE
REQUIRED
PROVIDED
IP10
REQUIRED
PROVIDED
SKIMMER
TRAPPING
AREA
STORAGE
STORAGE
I OLIO
AREA
AREA
SIZE
DEVICE
(AC)
(1,800CF/AC)
(CF)
I CFS
(325 SF/CFS)
(SF)
(in)
EX. SEDIMENT BASIN 1
19.15
1 34,467
36,189
I `3 .1
11,762
1 34,409
2,9
I 3
7 I r ! r
tr'rjl i� I 1 t
1915
i� j
MEAUL ? AO DRAINAG A IITiO I 1
i 2 if. ! � III �� � .�0OK _ I I
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2.7 -
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LOT 1
j 1t�ADF OLILAGE
NOW OR FORMERLY I I�4 '"Q.�RHASc 2
DAWD EARL SIKES and wife, SAUNDRA H. SIKES I PART of TRACT 3 12 �"' 3.0 ',�}'1 .�I :o R1010k°
' BOOK 1128 PAGE 7288 BIDDLE SUBD1V1S10N
p ' PARCEL ID No. R07QD0-004-003-000 p I ^-MARIE P. SIKES^ --
____ - - - -ZONE R= 15 - --J t J BOOK 0660 PAGE 0421 Re-
�^ F PARCEL !D No. R07100-003-004-000 V23 5 �r�_ .- _
� ' 19.15 AC TOTAL I X22.6 X23.ZONE R - 15 19.1,5 AC TOTAL \ r v. sn
1 �.21 �. x 16. DRAINAGE AREA T x 21, s i I / X 23.4DRAINAGE AREA T x 23..5
} J 1 EXISTING POND /1 1 i1 I N50 29'05' E / / 0, 37' `~z 3� EXISTING POND h`
i �� - �_ / \ � i e. 4,...-,._-
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arm* -FARCEL ID No. R07000-004-005-000 �x19.3 r-- - - - - ----- - ------ ------ -- ------------------- --------- --1 jj
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Date
NOW OR FORMERLY
Designer
GSP
Scale
1" = W.
Drawn By
Date
GSP
March 2015
License #
Job No.
P-0718
2014-0006
AwOLIO At 1 �'2.
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1-9$EDR9AI►I-� \ 22 7 12- M „� +! I
12-1 BEDROOM \ - FR 1 I
I f For each ape utility cut of
FFs22 63 I k.�`¢"' c�'
X19,5 80'-6"X178'-4Cz�.6 \ o.�2.
1.37 ' City streets, �$325 permit
LE
\ A\ \ x+acr¢i to a n �,, - +n ,> e j f�
"" ' I shall be required from the
--- - ----�_-__--- �� - - - -- ---------- -- i--� �.� - _---� - / "� >' City prior to occupancy
' ! I
- - - " j. I and/or projec acceptance.
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?.2.8 orr7cat w.- `
ftAWOW �3 UNIT ® X21 4 3-STORY 3� „ t Approved Construction Plan /
'�" A■O27 AG ARTME BUILDING
F
n war "ea 1, Par ter. To � l 21- 2 EKDROOM
off?
12-1
8W-66X178'-4" x21.3
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j x y I FF=21.90
TZ
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4 I , 1117111111,
II I Amen At An4" AG x21.f
'------- - ---------------}----
. 21,8
x21.3
19.15 AC TOTAL
DRAINAGE AREA TO X 22.1
EXISTING POND /1
---
„
�'-
•1800
SF
BELLE MEADE MIXED -USE
Wilmington New Hanover County North Carolina
Pr
BUI1:DfNi,� 3-STORY UN1t1 V EMI � 1 o f �Z,�. \ _ s
sue. � ,,..
A&M� >< I APARTMENT UILDING \ ; �; �!� � :'�' Q• °° I i Name Date -
MOOM
g 16"X178'-4" -x22.0 t� 211
OOM
80.-6.X17� 4 x2 0Planning
FF-22
x21.7 FF=21,$8 2 i i
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x i 'f 2.6 I1x22.,. Fir I CTTT Ij I' pl
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-_- ___ /�ca+alc>t ------ x�i.�--� >< �------ - --- t - •a�22. --ice-- , A" _�'� � "OL113 At _ ; ;1 I G`I10N 031 15
I x 1. 2 . s -�' II� ,' ` ' i�oxxx cnRoruJA c I
LI ,�,i
! 2,11
_ __ r i Public Services Engineering Division gRRY •pP .•'r
-50 23 r �1094.00 (TOTAL) ? 1 01 aT-E"ANAG1F-_MEN -- -- -- -- 15 -_
��.� R22.0 _ _ 19.15 AC TOTAL ,
GRAPHIC SCALE
d X21.7 j ix23 , 1 DRA915 AREA TO Date: Permit #
x22.6 \ DUSTING POND /1 60 0 30 60 120
/ x22.4 x22.1 \ \ x 22.0 \ Signed:
roAI'T 7 1 inch . 60 ft.
OVERALL DRAINAGE PLAN
PREPARED FOR:
BELLE MEADE DEVELOPMENT PARTNERS, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
910-799-3006
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5.1

1 j, X.15.5 S oFrt; z, OAK I i o r s� f J w X 2. 0�, I
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_ ^ P 5F P 5F P SF TP SF SF P SF/TP SF SF/TP SF/TP SF/TP ' P'NE F/TP SF/TP SF/TP SF/TP SF/T. SF/TP SF/TP SF/TP SF P-
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I LPINE
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E DISTURBANCE tl I1 X22.0 IS R �" 0
xz2.1 3 PINE _ - ' LIMITS OF
I `L
i 4S` 1i 14 P# 13 PINE ' ~ \ 031315
l\ E,6 PINE-]i�{[- 14 PINE / A ved Construction Plan `TaN `!h
1 k 2 2. 6 NORTH CAROLINAf' R q;1
x22.4 X22.1 For each open utility cut of Name Date Public Se�v`es o Engineering Division Rlpy 5,.?r
! X270' City streets, a $325 permit Planning APPROVED STORMWATER MANAGEMENT PLAN $Y' 0 f cu15
TRA C T 7 x 22.4
' BIDDL E SUBDI VI S1 of 4
Designer
GSP
Scale
1' = 30'
Drawn By
Date
GSP
March 2015
License #
job No.
P-0718
2014-0006
BELLE MEADE MIXED -USE
Wilmington New Hanover County North Carolina
GRADING & EROSION & SE
CONTROL PLAN
shall be required from the
City prior to occupancy
and/or project acceptance.
DIMENT
Traffic
Fire
PREPARED FOR:
BELLE MEADE DEVELOPMENT PARTNERS, LLC
6626-C GORDON ROAD
WILMINGTON, NC 28411
910-799-3006
Date: Permit #~
X23.1
Signed:
GRAPHIC SCALE
30 0 15 30 60
1 inch . 30 ft.
GSP CONSULTING,PLLC
E N G I N E E R I N G
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5 e 2
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