SW8060429_APPROVED PLANS_20120809 (2)

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STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 QU T- l2
DOC TYPE
❑ CURRENT PERMIT
C7 APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2o1l Ospq
YYYYMMDD

SITE DEVELOPMENT PLAN
VICINITY MAP
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VICINITY MAP
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LEGEND
DESCRIPTION EXISTING PROPOSED
1' CONTOUR INTERVAL
5' CONTOUR INTERVAL
PROPERTY LINE - — — — -
ROADWAY CENTERLINE -----------
RIGHT OF WAY LIMITS -•••_ ... _..._..._... _... _..._ _... _... _..._..._... _... �.._
EASEMENT LINE
CURB & GUTTER
SANITARY SEWER FACILITIES--�----E�---�-
STORM SEWER FACILITIES "`
WATERLINE
FIRE HYDRANT ASSEMBLY {-N-
WATERWAYS _ - ___ __ _ ... _._.. _. NSA
PROPOSED
X
PROPOSED LOT AND S.F. 5,000 s.f.
Ct-f--
OPEN SPACE LABEL Q STREET SIGN
OPEN SPACE
404 WETLANDS
BUILDING SET BACKS —
PRIVATE SANITARY SET BACKS FLOW DIRECTION —��►
FOR
NEW HANOVER, NORTH CAROLINA
DUNE 2012
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DEVELOPER/OWNER
GCW PROPERTIES, L.L.C.
P.O. BOX 29089
GREENSBORO, NC 27429
336-272-9712
PREPARED
B
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
SHT
SHT
SHT
SHT
SHT
SHT
C-0
C-1
C-2
C-3
C-4
C-5
COVER SHEET
GENERAL NOTES
EXISTING CONDITIONS PLAN
SITE, GRADING, DRAINAGE &
EROSION & SEDIMENT CONTROL PLAN
INFILTRATION BASIN DETAILS
INFILTRATION TRENCH DETAILS
SITE DATA TABLE
Generol Notes:
1. New Hanover County Parcel No.:
PIN
316920.91.6941
Lot IA
PIN
316920.92.7064
Lot 1B
PIN
316920.92.9211
Lot 2A
PIN
316920.92.8257
Lot 26
PIN
316920.91.5948
Lot 3A
PIN
316920.92.6162
Lot 3B
PIN
316920.92.7391
Lot 3C
PID
R03500-001-012-000
(Parent)
SITE
ADDRESS- 1647
Conody Road
2. Total
Tract Area: 3.45
Ac.t
3. Zoning: Existing R-20S
DEVELOPMENT DATA:
IMPERVIOUS SURFACES:
APPROVED CONSTRUCTION PLANS:
LOT 1 A -
4,800
S.F.
LOT 1B -
4,800
S.F.
LOT 2A -
5,100
S.F.
LOT 2B -
5,804
S.F.
LOT 3A -
4,800
S.F.
LOT 3B -
4,800
S.F.
LOT 3C -
7,300
S.F.
TOTAL -
37,404
S.F. (24.6%)
PROPOSED:
LOT 1A -
6,009
S.F.
LOT 1B -
5,932
S.F.
LOT 2A -
4,900
S.F.
LOT 2B -
5,773
S.F.
LOT 3A -
6,137
S.F.
LOT 3B -
5,899
S.F.
LOT 3C -
6,848
S.F.
TOTAL -
41,498
S.F. (27.3%)
Development Notes:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE NEW HANOVER
COUNTY ZONING ORDINANCE & THE STATE OF NORTH CAROLINA.
2. PROJECT SHALL COMPLY WITH ALL FEDERAL, STATE & NEW HANOVER
COUNTY REGULATIONS.
iUN 2 9 2012
x§
NOTE.
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
NEW HANOVER COUNTY & THE STATE OF NORTH CAROLINA
PROJECT NAME: LUCKY FISH
GSP CONSULTING PROJECT #: 2012-0004

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 MATH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
I. EXISTING TOPOGRAPHY, BOUNDARY AND UTILITIES, HAVE BEEN PREPARED BY FIELD SURVEYS BY
WITHERS & RAVENEL, INC. AND ATLANTIC COAST SURVEY, PLLC.
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.
8. 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.
it. 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.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
INCHES OF /4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO
THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP
AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED
WITH 8 FOOT STAKE SPACING.
4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH MARE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS, TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WARE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
5. 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.
6. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE
THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN
DEPTH. PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE
EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER
OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT
HOLD DOWN THE SKIMMER.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING
ON THE ROPE WILL MAKE THE SKIMMER 808 UP AND DOWN AND DISLODGE THE DEBRIS AND
RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN
AND REMOVE THE DEBRIS.
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REOUIRED REPAIRS WITH FABRIC
THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND
OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT.
MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
SKIMMER AND POOL AREAS.
FREEZING WEATHER CAN RESULT IN ICE FORMING IN THE BASIN. SOME SPECIAL PRECAUTIONS
SHOULD BE TAKEN IN THE WINTER TO PREVENT THE SKIMMER FROM PLUGGING WITH ICE.
7, INSPECT EXCELSIOR MATTING AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2 INCH OR
GREATER) RAINFALL EVENT REPAIR IMMEDIATELY. GOOD CONTACT WITH THE GROUND MUST BE
MAINTAINED, AND EROSION MUST NOT OCCUR BENEATH THE MATTING. ANY AREAS OF THE
MATTING THAT ARE DAMAGED OR NOT IN CLOSE CONTACT WITH THE GROUND SHALL BE
REPAIRED AND STAPLED. IF EROSION OCCURS DUE TO POORLY CONTROLLED DRAINAGE, THE
PROBLEM SHALL BE FIXED AND THE ERODED AREA PROTECTED. MONITOR AND REPAIR THE
MATTING AS NECESSARY UNTIL GROUND COVER IS ESTABLISHED.
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 LEI/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/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 RATE (LB/ACRE)
GERMAN MILLET 40
FALL
EROSION AND SEDIMENT CONTROL NOTES SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
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 THE NCDENR DIVISION OF LAND QUALITY.
5. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY THE NCDENR DIVISION OF LAND QUALITY.
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
License #
job No.
P-0718
2012-0004
(I Wilmi
Seeding dates
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.
LUCKY FISH SUBDIVISION
New Hanover
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 REOUIREMENTS 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 HOPE 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
STABILIZATION
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 ARE 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
EXISTING 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:
GCW PROPERTIES, LLC
PO BOX 29089
GREENSBORO, NC 27429
336-272-9712
ECEIVE
.JUN 2 9 2012
DV.
GSP
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
SEAL
031315
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Drawn By
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GSP
License #
Job No.
P-0718
2012-0004
LUCKY FISH SUBDIVISION
Wilmin;;ton New Hanover County North Carolina
EXISTING CONDITIONS
PREPARED FOR: GCW PROPERTIES, LLC GSP CONSULTING7 P L L C Sheet No.
PO BOX29089 ENGINEERING �_2
GREENSBORO, NC 27429 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
336-272-9712

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Designer
GSP
Scale
1" = 30'
Drawn By
Date
GSP
License #
job No.
P-0718
2012-0004
LUCKY FISH SUBDIVISION
Wilmington New Hanover County North Carolina
ITE, GRADING, DRAINAGE & EROSIO
& SEDIMENT CONTROL PLAN
PREPARED FOR:
GCW PROPERTIES, LLC
PO BOX 29089
GREENSBORO, NC 27429
336-272-9712
SEAL s
031315
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GSP CO NS ULTING,PLLC Sheet No.
ENGINEERING C'3
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

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Drawn By
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GSP
License #
job No.
P-0718
2012-0004
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1 29.6 I I \ \ I
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I C ix28.3 x2$5 \ 2 `,-i) 0 / S. F, / ��-
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x 292 /
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' x2].8 x2aa i
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LUCKY FISH SUBDIVISION
New Hanover County North Carolina
INFILTRATION BASIN DETAILS
PREPARED FOR:
GCW PROPERTIES, LLC
PO BOX 29089
GREENSBORO, NC 27429
336-272-9712
TOP OF BANK
SEE CHART
STORAGE VOLUME SEE CHART
BOTT❑M
13- SEE CHART 3I
4' CLEAN 2' SHWT
SAND SEE CHART
TOP OF BANK
SEE CHART
TEST
LOCATION
GROUND
ELEVATION
SHWT
DEPTH
SHWT
ELEVATION
BASIN BOTTOM
ELEVATION
BASIN
DEPTH
(FT)
STORAGE
ELEVATION
STORAGE
VOLUME REO.
(CF)
STORAGE
VOLUME PROV.
(CF)
LOT to
26.2
20"
24.5
26.5
1.5
28.0
1,690
2,901
LOT 1B
27.8
60"
22.80
27.2
0.8
28.0
1,669
1,792
LOT 3A
27.3
32"
24.6
26.6
1.4
28.0
1,726
2,212
LOT 36
28.5
60
23.5
26.8
1.2
28.0
1,660
3,566
INFILTRATION SWALES CROSS-SECTION
N.T.S.
NOTES:
1. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED TO INFILTRATION BASIN.
2. BASIN WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY.
3. THE REQUIREMENTS FOR A BYPASS SYSTEM, VEGETATED FILTER STRIP AND
ADDITIONAL STORAGE VOLUME ARE BEING REQUESTED TO BE WAIVED BASED ON
THE CALCULATIONS SHOWING THAT THE INFILTRATION BASIN WILL INFILTRATE THE
10-YEAR, 24 HOUR STORM EVENT USING AN INFILTRATION RATE OF ONE-HALF THE
INFILTRATION RATE REPORTED IN THE SOILS REPORT. CALCULATIONS ARE
PROVIDED TO SUPPORT THIS.
1` SEAL
031315
o r
° �,NCItdEF
P JUN 2 9 2012 . H °°°oRY°5 Q
GRAPHIC SCALE
30 0 15 30 60
i inch = 30 ft.
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-4

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9.
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LOT 2A INFILTRATION TRENCH
1�1'
-- - - - - -- �6<�--\� i' 1,
IF
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LOT 2B INFILTRATION TRENCH
/ 1
7 ( Vim.. (�
oil
it �I I- - - - -� - - \� w - - - - -- ---- - --�; r-' �qg' 1 /1 1l ,�2148 �.f t ,ff:lX X
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LOT 3C INFILTRATION TRENCH
Revision
Designer
GSP
Scale
1" = 30'
Drawn By
Date
GSP
License #
lob No.
P-0718
2012-0004
LUCKY FISH SUBDIVISION
Wilmington New Hanover County North Carolina
STORM
RATE
FOR
PLAN
NOTE:
ALL HOPE PIPE TO BE ADS N-12 PIPE (DESIGNED
TO SUPPORT H-20 LIVE LOADS) OR EQUIVALENT
& INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
ALL JOINTS TO BE SOIL TIGHT OR BETTER.
INFILTRATION TRENCH
N. T. S.
HAND -COMPACT MIN, 6" TRENCH WIDTH - SEE TABLE - VARIES
ABOVE PIPE TO ELEV- SEE PLANS
MANUFACTURER'S _
RECOMMENDATIONS. - CLEAN WASHED
SEE TABLE No. 57 STONE-6" LIFTS
FOR H OF RUNS COMPACT TO 90% AASHTO T99
FOR EACH
INFILTRATION SYSTEM +
X
INV OF INFILTRATION SYSTEM
HOPE PERFORATED PIPE
4" CLEAN SAND NON -WOVEN POLYESTER
SEASONAL HIGH ILTER FABRIC -TOP
WATER TABLE 2' BOTTOM, TOP AND ALL
(SEE TABLE FOR ELEV) SIDES
SECTION A -A
in
w
w
w
w
0
I
c�
z
w
J
TZ
z
w
B
L
NYL
N
PERFORATED PIPE
TABLE FOR N OF RUNS FOR
i INFILTRATION SYSTEM
LEAN WASHED
lo. 57 STONE
GRANITE)
N-12 PIPE (DESIGNED
ADS) OR EQUIVALENT
TURER'S RECOMMENDATIONS.
-IT OR BETTER.
PLAN
INFILTRATION TRENCH
N. T. S.
HAND -COMPACT MIN. 6" TRENCH WIDTH - SEE TABLE - VARIES
ABOVE PIPE TO I ELEV SEE PLANS 1
MANUFACTURER'S
RECOMMENDATIONS.
SEE TABLE
FOR # OF RUNS
�
INFILTRATION SYSTEM
FOR EAC
X + . r:
HOPE PERFORATED PIPE-
X ;
4" CLEAN SAND
SEASONAL HIGH
WATER TABLE S
(SEE TABLE FOR ELEV)
INFILTRATION
TRENCH TABLE
TRENCH
#
# OF
RUNS
PIPE
DIAMETER
MIN. X
(FT)
MIN. S
(FT,)
TRENCH
WIDTH
(FT,)
TRENCH
LENGTH
(FT.)
INV
LOT 2A
2
24"
1
1.4
8.04
96.63
23.5
LOT 2B
2
24"
1
1.4
8.04
122.63
23.0
3C - LOT
2
24"
j 1
j 1.4
j 8.04
44.63
20.0
3C - OTHER
1
24"
1 1
1 N/A
1 4.32
162,63
20.0
INFILTRATION TRENCH DETAILS
PREPARED FOR:
GCW PROPERTIES, LLC
PO BOX 29089
GREENSBORO, NC 27429
336-272-9712
SECTION B-B
CLEAN WASHED
No. 57 STONE-6" LIFTS
COMPACT TO 90% AASHTO T99
NON -WOVEN POLYESTER
FILTER FABRIC -TOP
BOTTOM, TOP AND ALL
SIDES
SEAL °s
031315 e m GRAPHIC SCALE
`aUl�eee 30 0 15 30 60
?Y S pPQ�eeee
IpeePnaIo tIrd) 1 inch = 30 ft.
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5

VICINITY MAP
SUBDIVISION PLANS
HARNETT TOWNSHIP, NORTH CAROLINA
APRIL 25, 2006
Or INDEX OF SHEETS
SITE F7
GENERAL NOTES C-1
Cr
EXISTING CON DITIONS/DEMOSITEOLAYOUT C-3
_ -19 GRADING, DRAINAGE & EROSION C-5.0
�° I DRAINAGE EASEMENT PLAN C-5.2
DETAILS C-6
DETAILS C-7
6-in R6
<10
oo Mason N I I � ;.�
2 SF
O I I LOT
B S
�� p C ,00f A.07
ae�� i.
; o,2 11
nts
LEGEND �I
DESCRIPTION EXISTING PROPOSED
PROPERTY BOUNDARY - -
EASEMENT — —
STREAM —
STRUCTURE
MINOR CONTOURS - — 8 ti�,,Ago���%,, /V\
MAJOR CONTOURS - s oP Fgss oti 2�:-
— �
sr 9 APPROVED
a SEAL
-� -- �� —�—�— k 1g742 �'_ NORTH CAROLINA ENVIRONMENTAL
GAS LINEi9 FINV 4 MANAGEMENT COMMISSION
OVERHEAD POWER OHP--OHP- 4„�N, HP�\ DIVISION OFWATE UALITY
WATER LINE ----w W— —W W—
SANITARY SEWER LINE ---ss — —ss--- —SS—SS—
-----SS—
SANITARY
SANITARY SEWER MANHOLE OS OS
STORM DRAINAGE PIPE s ��
STORM DRAINAGE STRUCTURE C ❑ .
TREE I i " OAK
TREE REMOVAL
CONCRETE
SILT FENCE
TREE PROTECTION FENCE TP F TP F -
FIRE HYDRANT ASSEMBLY - ►� -
INLET PROTECTION
PREPARED BY:
WITHERS & RAVENEL
ENGINEERS
I PLANNERS
I SURVEYORS
7040 Wrightsville Ave, Suite 101.
Wilmington, North Carolina 28403
tel: [phone] fax: [phone]
www.withersravenel.com
DEVELOPER/OWNER
GCW PROPERTIES, L.L.C.
P.O. BOX 29089
GREENSBORO, NC 27429
336.272.9712
AL CAPPS
h esS
R� C FT�.TFD
2 6 2006
6yve V-wy5e- �,��
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NM
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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 THE NEW HANOVER COUNTY
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 MALL 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. ALL TOPOGRAPHY AND UTILITIES, HAVE BEEN TAKEN FROM A MAP PREPARED BY CLERK ENVIRONMENTAL,
BOUNDARY INFORMATION HIS BEEN TAKEN FROM A MAP PREPARED BY WRHERS & RAVENEL
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 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 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.
8. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE, AND CONCRETE CURB It: 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 MATH 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 REWIRED 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 UTIUTIES 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 DEMOUTION 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.
Designer
CW BCC
Scale
Drawn By
Date
BCC
4 25 O6
Checked By
Job No.
MNH
2O5310
EROSION AND SEDIMENT CONTROL NOTES
EROSION CONTROL AND SEQUENCE
OF CONSTRUCTION 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 WITHIN 21 DAYS 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 THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
5, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF j4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. 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.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
UNSTABILIZED AREAS.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
ST. AUGISTINE 10-20
Seeding Dates
MARCH - .NNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERnuZER.
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.
Seeding Mixture
,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
cacncc
RYE (GRAIN)
Seeding dates
P
r
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, REFERMLIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
PROPERTY ADDRESS: 1647 & 1653 CANADY ROAD
VINEYARD AT PAGES CREEK
HARNETT TOWNSHIP NEW HANOVER COUNTY 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 WRING THE PROGRESS OR TEMPORARY SUSPENSION OF MARK, 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 MATH 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-BW-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 U1ILITY NOTES
1. ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH NEW HANOVER
COUNTY AND NCDOT 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
3. 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.
SEAL
19742
GENERAL NOTES
PREPARED FOR:
GCVV PROPERTIES, L.L.C.
P.O. BOX 29089
GREENSBORO, NC 27429
336.272.9712
EXISTING 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 AFIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALLFIELD 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
1-800-6324949
EMERGENCY DIAL 911 POLICE - FIRE - RESCUE
WITHERS & RAV E N E L Sheet No.
ENGINEERS I PLANNERS I SURVEYORS C-1
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.withersravenelxom

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CW BCC
Scale
1'=30'
Drawn By
Date
BOC
4 25 O6
Checked By
Job No.
MNH
2O5310
PROPERTY ADDRESS: 1647 & 1653 CANADY ROAD
VINEYARD AT PAGES CREEK
I� HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
EXISTING CONDITIONS/
DEMOLITION PLAN
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30 0 15 30 60
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PREPARED FOR:
GCW PROPERTIES, L.L.C. WITHERS R" E N E L
P.O. BOX 29089
GREENSBORO, NC 27429 ENGINEERS I PLANNERS I SURVEYORS
336.272.9712 7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: 910-25&9277 fax:[phone] www.withersravenel.com
Sheet No.
C2

5 .. .. .., ..... ... ... .. .. .. ..

DESIGNER'S PLAN CERTIFICATION
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ENCH #2 `p r 27.E 12" x 12" DROP INLET / of
DROP IN n
A� LOT 2-8ct
The following designer's plan certification shall be shown on each plan drawing sheet:
Designer's Plan Certification:
"I hereby certify that this plan has been prepared in accordance with the latest New
Hanover County Ordinances and Storm Water Design Manual."
Signature:
Printed Name and Title:
Date:
Registration Number. SEAL
OWNER'S CERTIFICATION
The following owner's plan certification shall be shown on each plan drawing sheet:
Property Owner Certification:
"I (We) hereby certify that I (we) am (are) the current owner of the property and that
upon receipt of "Authorization -To -Construct any clearing, grading, construction or
development, will be performed in accordance with this plan and that the applicable
ordinances and rules of New Hanover County, the State of North Carolina and Federal
Government and its agencies which are hereby made part of this plan. As the ovTner,
(we) accept full responsibility for the construction and operation and maintenance of the
proposed facilities. I (We) will not attempt to transfer any of this responsibility without the
written authorization of New Hanover County."
Signature:
Printed Name and Title:
,pate:
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Revision I
M
Designer
CW BCC
Scale
Drawn By
Date
BCC
4 25 06
Checked By
Job No.
MNH
2O5310
lop
91
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1 , ,
0 QOFESSipy �.L G
9 y
PROPERTY ADDRESS: 1647 & 1653 CANADY ROAD
VINEYARD AT PAGES CREEK
HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAP OXINA
SEAL �
19742
i
FNGINEEP <
`�h��7i! HACAG�e
GRADING, DRAINAGE &
EROSION CONTROL
PREPARED FOR:
GCW PROPERTIES, L.L.C.
P.O. BOX 29089
GREENSBORO, NC 27429
336.272.9712
- A ryn
�XW
...,�. a ...-'
i.
y NOTES:
1. ALL RUNOFF FROM IMPERVIOUS SURFACES FOR LOTS to AND 3A SHALL
BE DIRECTED TO THE SHALLOW DRY DETENTION SYSTEM LOCATED ON
EACH LOT.
2. ALL RUNOFF FROM IMPERVIOUS SURFACES FOR LOTS 1B AND 3B SHALL
BE DIRECTED TO THE SHALLOW INFILTRATION SYSTEM LOCATED ON EACH
LOT.
3. ALL RUNOFF FROM LOT 2—A SHALL BE DIRECTED TO INFILTRATION
TRENCH #1 BY MEANS OF GRASSED SWALES OR DIRECT CONNECTION
FROM THE ROOFTOPS.
4. ALL RUNOFF FROM LOT 2—B SHALL BE DIRECTED TO INFILTRATION
TRENCH #2 BY MEANS OF GRASSED SWALES OR DIRECT CONNECTION
FROM THE ROOFTOPS.
5. ALL RUNOFF FROM THE ROOFTOPS OF LOT 3—C SHALL BE DIRECTED TO
INFILTRATION TRENCH #4. ALL OTHER RUNOFF SHALL BE DIRECTED TO
INFILTRATION TRENCH #3 BY MEANS OF SWALES AND/OR SHEET FLOW.
6. NO WETLANDS EXIST ON SITE.
' �'�_ '.,f . �•'-'ITT :'� I
MAY 1 0 2006
JBY: .;-.=-- -"----I
GRAPHIC SCALE
30 0 15 30 60
1 inch - 30 h.
WITHERS & RAV E N E L Sheet No.
ENGINEERS I PLANNERS I SURVEYORS C-5.0
7040 Wrightsville Ave, Suite 101. Wilmingim, North Carolina 28403 tel: [phone] fax: 91&256-2584 www.wilhersravenel.com

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INV.=22.1'
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Designer
�, BCC
Scale
,._�.
Drawn By
Date
BCC
4 25 06
Checked By
lob No.
MNH
2O5310
LOT 2—B
\ 20,022 S.F. /
e-------
EASEMENT AREA FOR
DRAINAGE SK�TEMS
LOT 1—B
/ 20,190 S.F. X� X� LOT 2—A ,—
/ /1 20,098 S.F. r/
PROPERTY ADDRESS: 1647 & 1653 CANADY ROAD
VINEYARD AT PAGES CREEK
HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
DRAINAGE EASEMENT PLAN
PREPARED FOR:
GCW PROPERTIES, L.L.C.
P.O. BOX 29089
GREENSBORO, NC 27429
336.272.9712
YPYY Y
'" r MaBh Y Y
YYr YY YY r W Grose W rV Y
W Y
`Y Y
EASEMENT AREA FOR
DRAINAGE SYSTEMS
SEAL r
19742 �= GRAPHIC SCALE
omvN P O g 30 0 is 30 60
H. H AACo
(tfl0nuN111ii'���r 1 inch — 30 ft.
WITHERS & RAVEN EL
ENGINEERS I PLANNERS i SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone] www.wiihetsravenel.com
Sheet No.
C-5.2

0
0
a
0
0
V
0
0
0
0
50' MIN.
6' DIVERSION TO DIRECT RUNDFF FROM R/
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
PAVEMENT DETAIL
N.T.S.
1-1/2' SURFACE COURSE, SF9.5A
-6' CRUSHED AGGREGATE BASE COURSE
STAKE
ABOVE
SUBGRADE
NOTE:
TREES
TO1VBE E BASAVED RRIER IS BE BE IC CLEARLY
MARKED PRIG IPTO CONSTRUCTION AND A
DRIP LINE — THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION DURING CONSTRUCTION
N.T.S.
30' PRIVATE ACCESS EASEMENT 30' PRIVATE ACCESS EASEMENT
9'-09'-0'
2% 5,1
Srl 54
1-1/2' SURFACE COURSE, SF9.SA
CRASS SWALE 6' CRUSHED AGGREGATE BASE COURSE
PRIVATE DRIVE SECTION
N.T.S.
Designer
CWryp/�/�
WV
Scale
Drawn By
Dale
BCC
4 25 O6
Checked By
Job No.
MNH
2O5310
LINE WIRES MIN.
#12-1/2 GUAGE
VARIES (6' MAX.)
TOP STRAND MIN. #10 GUAGE 7
STAY WIRES MIN.
#12-1/2 GUAGE
BOTTOM STRAND MIN. #10 GUAGE
STEEL OR WOOD POST
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N,T.S.
18'-0' MIN.
6" CONCRETE
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SIDEWALK
EXPANSION JOINT 1/2'
6' DRIVEWAY APRON
F•
<I � PLAZA
EXISTING 44'-0' MIN _ I PAVEMENT
PLAN
30'
EXISTING PAVEMENT
SECTION A -A
1x6 ACROSS ENTIRE OPENING
FOR CONSTRUCTION ONLY
PAVEMENT 3/4' DRIVEWAY
SQUARE EDGE OF
EXISTING PAVEMENT
FORMING DETAIL
EXPANSION JOINT
RESIDENTIAL DRIVEWAY STREETS WITH NO CURB
N.T.S.
SWALE
PROPERTY ADDRESS: 1647 & 1653 CANADY ROAD
VINEYARD AT PAGES CREEK
HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
DETAI LS
STORM DRAIN PIPE
= 0%
STORM DRAIN PIPE
rrli
i..�if t�
,Rit�ti>•r
—TAILWATER
FLOW
FILTER FABRIC —! \—N.C.D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
RIP -RAP APRON
N.T.S.
RIP RAP COMPUTATIONS
UPSTREAM
DOWNSTREAM
LENGTH
SIZE RCP
WIDTH
WIDTH
15"
3.75'
4'
4'
AVAILABLE IN TEES, WYES, REDUCERS, 4S BENDS AND
BELL/BELL COUPLERS.
s Wr INJECTION MOLDED FITTINGS AND Wr PIPE CAN BE
SUBSTITUTED FOR WATER TIGHT APPLICATIONS
CLEAN OUT END CAP
ADJUST GRADE PER ENGINEERS PLAN
•• • . Tar a
a• • • Tar �. � ar
i�!• :7 ar 4a'
INJECTION MOLDED Wr
TEE FITTING
• • m
*INJECTION
COTINECTKIN MOLDED ST
9O' BEND
ROOF DRAIN DETAIL WITH CLEANOUT
N.T.S.
FIG, 1
CLASS - C
SHAPED BOTTI
LOAD FACTO
HAND SHAPED FROM
FIRM UNDISTURBED SOIL
FIG. 3
CLASS - B
LOAD FACTOR
����ppF�IIG. 2 CC
SHAPEDSBOTTOM
LOAD 15 CTOR
w) BC w I -
COMPACTED
BACKFILL-N
Bc/4 BUT NOT
LESS THAN 4'
1Bcr 0.5
MIN.
HAND SHAPED FROM
ANGULAR BEDDING MATERIAL
CLASS 3 B
LOAD FACTOR
1.9
BUILDING
FACE
ANGULAR-/
MATERIAL
HAND SHAPED FROM
UNDISTURBED FIRM SOIL Bc/4 BUT NOT
SD 2-17 LESS THAN 4'
GUIDELINES FOR BEDDING DETAILS, STORM SEWER CLASSES (B & C)
PREPARED FOR:
GCW PROPERTIES, L.L.C.
P.O. BOX 29089
GREENSBORO, NC 27429
336.272.9712
N.T.S.
SEAL f
19742
9 �NGINBE� O
4 P
ti
HAP
tihrni, n
�/ 2'
WITHERS RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone]M www.withersmvenel.com
Sheet No.
C-6

w
0
a
0
N
N
N
<
2'x2' BOX-
4' ORFICE W/ 1/2'
GALVINIZED HARDWARE
CLOTH OVER OPENING
WI
CONCRETE PAD
GALVANIZED BAR GRATING V x
1/8' BEARING BARS. FASTEN
WITH J-CLIPS, ATTACH TO A 1
1/4' x 1 1/4' x 1/4'
GALVANIZED ANGLE FRAME.
MORTOR FRAME TO TOP OF
OUTLET STRUCTURE - 4' MAX
TRASH RACK OPENINGS
RIM=2720
15'
HDPE
EXTENDED BAX
OUTLET STRUCTURE DETAIL —BASIN #1
N.T.S.
STOIM STRUCTURE
RATE
HAND —COMPACT MIN.
ABOVE PIPE TO
MANUFACTURER'S
RECOMMENDATIONS.
E FOR # OF RUNS FOR
IURAIION SYSTEM —
3EASONAL HIGH WATER TABLE
;SEE TABLE FOR ELEV)
FOR
PLAN (GRANITE)
NOTE.
ALL HDPE PIPE TO BE ADS N-12 PIPE (DESIGNED
TO SUPPORT H-20 LIVE LOADS) OR EQUIVALENT
& INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
ALL JOINTS TO BE SOIL TIGHT OR BETTER.
2'x2' BOX-
6' ORFICE W/ 1/2'
GALVINIZED HARDWARE
CLOTH OVER OPENING
26.50
si I
CONCRETE
GALVANIZED BAR GRATING V x
1/8' BEARING BARS. FASTEN
WITH J-CLIPS, ATTACH TO A 1
1/4' x 1 1/4' x 1/4'
GALVANIZED ANGLE FRAME,
MORTOR FRAME TO TOP OF
OUTLET STRUCTURE - 4' MAX
TRASH RACK OPENINGS
RIM=27.10
15'
HDPE
EXTENDED BASE
OUTLET STRUCTURE DETAIL —BASIN #2
N.T.S.
TRENCH WIDTH — SEE TABLE — VARIES
ELEV— SEE PLANS
+
INFILTRATION SYSTEM
uFrCLEAN WASHED No. 57 STONE-6"
s
COMPACT TO 90% AASHTO T99
SECTION A -A NON —WOVEN POLYESTER
FILTER FABRIC —TOP
BOTTOM, TOP AND ALL
SIDES
INFILTRATION SYSTEM TABLE
TRENCH
#
# OF
RUNS
PIPE
DIAMETER
MIN. X
(FT.)
MIN. S
(FT.)
TRENCH
WIDTH
(FT.)
(FT.)
TRENCH
LENGTH
(FT.)
INV
1
2
24"
1
1.4
8
92
23.5
2
2
24"
1
1.4
8
116_
23.0
3
2
24"
1
1.4
8
38
20.0
4
1
24"
1
N/A
5
158
20.0
INFILTRATION TRENCH
N.T.S.
PROPERTY ADDRESS:
Designer
CW BCC
Scale
Drawn By
Date
BCC
4 25 06
Checked By
lob No.
MNH
2O5310
1647 & 1653 CANADY ROAD
VINEYARD AT PAGES CREEK
HARNETT TOWNSHIP NEW HANOVER COUNTY NORTH CAROLINA
w
I
w
J
0]
Q
H
w
w
I-
0
Z'
J
U
W
W
NYLOPLAST STOI
WITH 12" GRATE
DETAI LS
uvr ner •cr crnda crGl rnT Ter
PLAN
NOS
ALL HOPE PIPE TO BE ADS N-12 PIPE (DESIGNED
TO SUPPORT H-20 LIVE LOADS) OR EQUIVALENT
dt INSTALLED PER MANUFACTURER'S RECOMMENDATIONS.
ALL JOINTS TO BE SOIL TIGHT OR BETTER.
SWALE COMPUTATIONS
AVERAGE
SIDE
DITCH
SWALE
TYPE
SLOPE
SLOPE
TYPE
LINER
SWALES
0.30%
5:1
V
GRASS
NOTE: SEE
CALCULATIONS FOR
MORE DETAILED
SWALE INFORMATION.
;ROSS
SECTION
DETAIL
FOR
DRY
DETENTION
HAND—OOMPACT MIN.
ABOVE PIPE TO
MANUFACTURER'S
RECOMMENDATIONS.
SEE TABLE FOR # OF RUNS FOR
EACH INFILTRATION SYSTEM —
r_LI
PERFORATED PIPE
TABLE FOR # OF RUNS FOR
INFILTRATION SYSTEM
kN WASHED
57 STONE
RANITE)
INFILTRATION TRENCH
N.T.S.
PREPARED FOR:
GCW PROPERTIES, L.L.C.
P.O. BOX 29089
GREENSBORO, NC 27429
336.272.9712
1 TRENCH WIDTH — SEE TABLE — VARIES 1
r ELEV— SEE PLANS
+
+
INV OF INFILTRATION
. CLEAN SAND
Sf
SEASONAL HIGH WATER TABLE
(SEE TABLE FOR ELEV)
AN WASHED No. 57 STONE-6"
HDPE PERFORATED PIPES
MPACT TO 90% AASHTO T99
EN POLYESTER
SECTION A -A N'C-TOP
BOTTOM, TOP AND ALL
SIDES
WITHERS (�(' RAVEN EL
ENGINEERS I PLANNERS 1 SURVEYORS
7040 Wrightsville Ave, Suite 101. Wilmington, North Carolina 28403 tel: [phone] fax: [phone]M www.wiThers venelxom
SEAL r
19742
OINE00' O
HAP
Sheet No.
C-7
3