SW8070904_Approved Plans_20190412

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VICINITY MAP
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VICINITY MAP
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PRELIMINARY PLAT
FOR
VINEYARD TRACE -PHASE 2
PENDER COUNTY, NORTH CAROLINA
OCTOBER 2018
DESCRIPTION
EXISTING
PROPOSED
1' CONTOUR INTERVAL
_----------------
5' CONTOUR INTERVAL
PROPERTY LINE
ROADWAY CENTERLINE
T
RIGHT OF WAY LIMITS
EASEMENT LINE
-----------------
-----------------
CURB & GUTTER
SANITARY SEWER FACILITIES
- - --ss- -` --ss -
STORM SEWER FACILITIES
WATERLINE
w- mow®
_w---w
FIRE HYDRANT ASSEMBLY
'
WATERWAYS
... ... ....
N/A
PROPOSED
X
PROPOSED LOT AND S.F.
5,000 s. f.
OPEN SPACE LABEL
G)
STREET SIGN
OPEN SPACE
404 WETLANDS
BUILDING SET BACKS
-----------------
FLOW DIRECTION
PRIVATE SANITARY SET BACKS
----------------'
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DEVELOPER/OWNER
MONTAGUE WOODS LLC
6227 HEAD ROAD
WILMINGTON, NC 28409
PHONE: [phone]
PREPARED BY:
G P CONSULTINGPLLC
E N 6 1 N E E R I N 6
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
CERTIFICATE OF PRELIMINARY PLAT APPROVAL CERTIFICATION OF SUBDIVISION
PRELIMINARY PLAT APPROVED BY PENDER COUNTY FOR A PERIOD OF TWO A COPY OF THIS PLAT HAS BEEN SUBMITTED. APPROVAL IS SUBJECT TO REVIEW;
(2) YEARS SUBJECT TO THE PENDER COUNTY UNIFIED DEVELOPMENT THIS DOES NOT CONSTITUTE APPROVAL.
ORDINANCE REQUIREMENTS AND CONDITIONS OF APPROVAL.
PENDER COUNTY UTILITIES: DATE:
PENDER COUNTY ENVIRONMENTAL HEALTH: DATE:
PENDER COUNTY ADDRESSING COORDINATOR: DATE:
PLANNING STAFF DATE
�I
INDEX OF SHEETS
SHT C-0 COVER SHEET
SHT C-1 GENERAL NOTES
SHT C-2 EXISTING CONDITIONS PLAN
SHT C-3 SITE, UTILITY &GRADING PLAN
SHT C-4 STANDARD DETAILS
SHT C-5 UTILITY DETAILS
SHT C-6 UTILITY DETAILS
F_ SITE DATA TABLE
GENERAL NOTES:
1. PENDER COUNTY PARCEL NO.:
PIN 2284- 58- 5389 - 0000
2. TOTAL TRACT AREA: 256,132 SF = 5.88 AC.f
3. ZONING: RESIDENTIAL (RP)
4. LAND CLASSIFICATION: VACANT/UNDEVELOPED
5. THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD HAZARD ZONE PER FEMA
FLOOD
INSURANCE RATE MAP #3720421400J, EFFECTIVE DATE 2/16/2007 AND FLOOD
INSURANCE RATE MAP #3720421300J, EFFECTIVE DATE 2/16/2007.
6. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS OR IS UNDER CAMA
JURISDICTION.
7. THIS PROPERTY DOES NOT CONTAIN 404 FEDERAL WETLANDS.
GENERAL NOTES:
1. TOTAL SINGLE FAMILY LOTS: 6
OWNERSHIP REFERENCE: D.B. 3252 P.G 339 PLAT # MB. 46 PG. 57
2. PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED RESIDENTIAL
3. A HOME OWNERS ASSOCIATION WILL BE FORMED TO GUARANTEE CONTINUAL
MAINTENANCE OF THE COMMON AREAS AND OPEN SPACE.
4. ALL INTERIOR ROADWAYS ARE TO BE BUILT TO NCDOT SUBDIVISION ROADS MINIMUM
CONSTRUCTION STANDARDS.
5. ALL INTERIOR ROADWAYS ARE PRIVATE AND SHALL BE DEDICATED TO NORTH
CAROLINA DEPARTMENT OF TRANSPORTATION.
6. A HOME OWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF ANY LOTS
AND MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE.
7. THIS MASTER PLAN IS CONCEPTUAL AND IS SUBJECT TO CHANGE IN ACCORDANCE
WITH THE PROVISIONS OF PENDER COUNTY DEVELOPMENT ORDINANCE.
8. THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS MASTER PLAN IN
ACCORDANCE WITH MARKET CONDITIONS OR OTHER CONDITIONS WHICH INDICATE A
CHANGE IS DESIRED OR REQUIRED. ANY AND ALL CHANGES MUST BE REVIEWED
BY THE PLANNING DEPARTMENT AND IN SOME INSTANCES MAY REQUIRE PLANNING
BOARD OR COUNTY COMMISSIONERS APPROVAL.
9. BUFFERS WILL BE PROVIDED PER CURRENT PENDERCOUNTY ZONING ORDINANCE.
10. ALL LOTS WIDTHS WILL BE A MINIMUM OF EIGHTY (80) FEET.
11. ALL LOTS WHICH FRONT CUL-DE-SACS SHALL HAVE A MINIMUM CHORD LENGTH AT
ROW OF THIRTY FOOT (30') MINIMUM.
13. ALL LOTS SHALL MEET CURRENT PENDER COUNTY UNIFIED DEVELOPMENT
ORDINANCE & SUBDIVISION REGULATIONS.
14. ALL PROPOSED OPEN SPACE/RECREATION AREAS ARE NON -BUILDABLE FOR ANY
TYPE OF DEVELOPMENT.
MINIMUM LOT DIMENSIONS: PROPOSED BUILDING SETBACKS:
AREA IN (S.F) 15,000 SF FRONT - 30'
MIN USABLE LOT AREA (7) 95 ; REAR - 25'
MIN LOT WIDTH (FT) 80' SIDE - 10'
MIN CHORD AT ROW (CUL-DE-SAC) 30' CORNER - 20'
MAX BLDG.. HT. (FT) 35' ANY PERIPHERAL PROPERTY LINE
STRUCTURES - AS PER NORTH CAROLINA
REQUIRED OPEN. SPACE: STATE BUILDING CODE
6 LOTS * 0.03 AC/LOT = 0.18 ACt
*NOTE: SETBACKS PER CURRENT PENDER
PROVIDED OPEN SPACE COUNTY ORDINANCE.
0.18 ACt OPEN SPACE PROVIDED
NOTE: PROPOSED OPENSPACE/RECREATION
SPACE AREAS ARE NOT FOR BUILDING OR
STRUCTURAL DEVELOPMENT
DEVELOPMENT DATA:
TOTAL TRACT AREA = 256,132 SF = 5.88 AC.t
PROPOSED DENSITY 6 UNITS = 1.0 UNITS/AC
AVERAGE LOT SIZE - 15,503 SF
AREA OF LOTS PROPOSED - 93,018 SF = 2.14 ACt
AREA OF ROW PROPOSED - 12,415 SF = 0.29 ACf
TOTAL PROPOSED ROAD LENGTH - 274 L.F.f
PROPOSED BUA -
LOTS 11-16 - 27,000 S.F.
ROADS ^ 10,116 S.F.
TOTAL 37,116 S.F. tkF?,PR0%iE"%
EXISTING BUA - NORTHC
MANAGEMENT
EX. LOTS 1-10 - 80,530 S.F.COMMISSION
EX. ROADS - 35,696 S.F.
TOTAL - 116,226 S.F. �7
TOTAL BUA -
EX. LOTS 1-10 - 80,530 S.F. �h alp
EX. ROADS - 35,696 S.F. =
.
LOTS 11-16 - 27,000 S.F.
ROADS - 10.116 S.F. 2019
TOTAL - 153,342 S.F.
UTILITY DATA: 00p00000 0000000
°° C RD °
TOTAL - 6 UNITS 0 400 GPD/UNIT = 2,400 GPD °°° ° ° °° °°° l�
° 0
DEVELOPMENT NOTES: �' °
4 0 �' SEAL 0
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE 0 431315 o a
PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE. 0
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2. PROJECT SHALL COMPLY NTH ALL CITY, STATE & FEDERAL °°°°q�QRY°S°Qp,Qoo°°
REGULATIONS. 000
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NOTE:
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE & THE
STATE OF NORTH CAROLINA
PROJECT NAME: VINEYARD TRACE -PHASE 2 I
GSP CONSULTING PROJECT #: 2018-0005
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COORDINATION NOTE
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 PENDER 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 SHALL EMPLOY
A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4, ANYTIMEWORK 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 SURVEYS BY
ATLANTIC COAST SURVEY, PLLC (P-0822) 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.
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 1
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 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.
Revision
Designer
GSP
Scale
Drawn By
Date
GSP
October 2018
License #
Job No.
P-0718
2018-0005
MAINTENANCE PLAN
GENERAL
GRADING NOTES
1, ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
1.
REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ON THE PLANS. THE EXACT LOCATION OF SUCH UTILITIES IS NOT KNOWN IN ALL CASES.
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF THE DITCHING OPERATION BY
PRACTICES AS DESIGNED.
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL 2
UTILITY COMPANIES IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF THE TRENCHING
INCHES OF_#4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED INTO
OPERATIONS SO AS TO AVOID AND PREVENT DAMAGE TO THE EXISTING UTILITIES,
THE STREET WILL BE IMMEDIATELY REMOVED.
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL COST RESULTING FROM ANY DAMAGE TO THE
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES 0.5 FEET DEEP
EXISTING UTILITY LINES INCLUDING BUT NOT LIMITED TO REPAIRS AND LOSS SERVICE REVENUE.
AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY TO MAINTAIN A
CONTRACTOR SHALL ARRANGE FOR TEMPORARY SUPPORT OF EXISTING UTILITIES, SUCH AS
BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS A WIRE BACKING IS USED
POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE CABLES, WATER LINES, ETC.,,
WITH 8 FOOT STAKE SPACING.
2.
CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE
4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
DEPARTMENT OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED
INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
UNDER THE OCCUPATIONAL SAFETY AND HEALTH ACT.
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
3.
CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE
WIRE MESH DURING SEDIMENT REMOVAL. REPLACE STONE AS NEEDED.
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,
5. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
FENCES, SIGNS OR OTHER ADEQUATE PROTECTION, INCLUDING FLAG MEN AND WATCHMEN AS
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
NECESSARY TO INSURE THE SAFETY OF THE PUBLIC AS WELL AS THOSE ENGAGED IN THE
DENSE VEGETATIVE COVER.
CONSTRUCTION WORK. CONSTRUCTION SIGNING SHALL BE IN ACCORDANCE WITH THE LATEST
6. INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (ONE-HALF
EDITION OF "CONSTRUCTION AND MAINTENANCE OPERATIONS SUPPLEMENT TO THE MANUAL ON
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY, REMOVE SEDIMENT AND RESTORE
UNIFORM TRAFFIC CONTROL DEVICES" BY THE NCDOT.
THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO ONE-HALF THE DESIGN
4,
ALL MATERIAL CLEARED AND GRUBBED BY THE CONTRACTOR IN ORDER TO CONSTRUCT THE WORK,
DEPTH, PULL THE SKIMMER TO ONE SIDE SO THAT THE SEDIMENT UNDERNEATH IT CAN BE
SUCH AS TREES, VEGETATION, FENCING, ETC... SHALL BECOME THE PROPERTY OF THE
EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN, NOT JUST AROUND THE SKIMMER
CONTRACTOR AND SHALL BE PROPERLY DISPOSED OF OFF -SITE OR BURNED IF PROPER PERMITS
OR THE FIRST CELL. MAKE SURE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT
ARE RECEIVED.
HOLD DOWN THE SKIMMER.
IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING
SITE NOTES
ON THE ROPE WILL MAKE THE SKIMMER BOB 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
1,
ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED
AND REMOVE THE DEBRIS.
TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS, EASEMENTS AND DIMENSIONS SHOWN
IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE
HEREON BEFORE: BEGINNING CONSTRUCTION.
OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND
REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER,
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.
CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC
THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK THE EMBANKMENT, SPILLWAYS, AND
3.
CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
OUTLET FOR EROSION DAMAGE, AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT.
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE
SKIMMER AND POOL AREAS.
4.
ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY,
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.
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.
STABILIZATION NOTES
7,
THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 WORKING DAYS OF CEASE OF ANY
BROOM CLEAN AT ALL TIMES.
PHASE OF ACTIVITY AND SLOPES WITHIN 21 CALENDAR DAYS.
8.
CONTRACTOR SHALL MAINTAIN AN "AS -BUILT" SET OF DRAWINGS TO RECORD THE
EXACT LOCATION OF ALL PIPING PRIOR TO CONCEALMENT. DRAWINGS SHALL BE
PERMANENT SEEDING SCHEDULE -- MIXTURE 5C P
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
TRANSMITTAL LETTER TO THE ENGINEER.
SPECIES RATE (LB/ACRE),
9.
IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED NECESSARY BY THE
CENTIPEDE GRASS 10-20
CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS THEREOF SHALL BE
GIVEN TO THE OWNER FOR REVIEW, NO DEPARTURES FROM THE CONTRACT DOCUMENT SHALL
Seeding Dates
BE MADE WITHOUT THE PERMISSION OF THE OWNER.
MARCH - JUNE
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
SOIL Amendments
SHOWN ARE ONLY APPROXIMATE. THE CONTRACTOR SHALL ON HIS INITIATIVE AND AT NO
EXTRA COST HAVE LOCATED ALL UNDERGROUND LINES AND. STRUCTURES. AS NECESSARY,
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
NO CLAIMS FOR DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
10-10-10 FERTILIZER,
FROM THE PRESENCE OF SUCH PIPE OTHER OBSTRUCTIONS OR FROM DELAY DUE TO
REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE
Mulch
FOR ANY DAMAGE TO UNDERGROUND STRUCTURES. CONTACT NORTH CAROLINA ONE CALL"
DO NOT MULCH.
TOLL FREE 1-.800-632-4949 AT LEAST 48 HOURS PRIOR TO CONSTRUCTION, THE
CONTRACTOR IS RESPONSIBLE FOR CONTACTING ALL NONSUBSCRIBING UTILITIES,
Maintenance
11.
ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
FERTILIZE VERY SPARINGLY LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
12.
ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
13.
FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS,
DIMENSIONS,
-
TEMPORARY SEEDING-LATEATE WI T R AR Y SPRING
-SEE
-
14.
ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
WINTER AND EARLY SPRING
15.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS.
EQUIPMENT. ETC„ THAT MAY BE REQUIRED.
SPECIES RATE (LB/ACRE)
16.
THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS
Rye (GRAIN) 120
AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PLANS.
*ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
GENERAL STORM SEWER NOTES
'OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT TO EXTEND
1.
ALL STORM SEWERS MALL BE CONSTRUCTED IN ACCORDANCE WITH PENDER COUNTY
BEYOND JUNE.
AND THE STATE OF NORTH CAROLINA REQUIREMENTS AS SPECIFIED ON THE
DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
SUMMER
2.
BEDDING FOR ALL STORM SEWER PIPE MALL BE AS SPECIFIED ON THE DRAWINGS,
PROJECT SPECIFICATIONS, AND MANUFACTURER SPECIFICATIONS.
SPECIES RATE (LB/ACRE)
3.
ALL STORM SEWER PIPES TO BE HDPE ADS N-.12 OR EQUIVALENT, UNLESS OTHERWISE
GERMAN MILLET 40
SPECIFIED.
FALL
4.
ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS MALL BE REINFORCED
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
PLANS,
SPECIES RATE B /!� ACRE )
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DEC.1-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,
VINEYARD TRACE -PHASE 2
Grady Township Pender County North Carolina
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 O, 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
PCU STANDARD NOTES
1. A PRECONSTRUCTION MEETING IS REQUIRED BEFORE BEGINNING
WORK. THE MEETING MUST BE SCHEDULED WITH PENDER COUNTY
UTILITIES (PCU) AT LEAST ONE WEEK IN ADVANCE. ATTENDEES MUST
INCLUDE PCU, THE SELECTED CONTRACTOR'S SUPERINTENDENT, THE
SUPPLIER, AND THE CONSULTING ENGINEER.
2. ALL MATERIALS USED SHALL CONFORM TO PENDER COUNTY
UTILITIES REQUIREMENTS. NON -CONFORMING MATERIAL WILL NOT
BE ACCEPTED FOR FINAL CERTIFICATION.
3. ALL PIPE SHALL BE PVC. PVC PIPE WITHIN A CASING TO BE C900 DR
18 (SEE PCU STANDARD DETAIL). ALL OTHER PVC PIPE TO BE SDR 21.
THE USE OF DIP PIPE IS NOT ALLOWED. PCU MUST APPROVE THE USE
OF DIP IN THE FIELD BEFORE INSTALLATION AND ONLY WHEN THERE
ARE NO OTHER OPTIONS.
4. PCU STANDARD WATERLINE PIPE RESTRAINING METHOD IS MJ GRIP
RINGS. AT A MINIMUM ALL FITTINGS, VALVES, ETC. MUST BE
RESTRAINED. (SEE PCU STANDARD DETAIL).
5. PCU MUST INSPECT CASING INSTALLATIONS PRIOR TO BACK -FILL,
PCU MUST WITNESS PRESSURE TESTS, AND WITHDRAWAL OF
BACTERIOLOGICAL SAMPLES. CONTACT BOB FORAND TO SCHEDULE
910-259-0212,
6. CLOSE-OUT DOCUMENTS WHICH MUST BE RECEIVED PRIOR TO PCU
SIGNING THE NC PWSS APPLICANT CERTIFICATION INCLUDE:
BACTERIOLOGICAL TESTS, PRESSURE TESTS, DEED OF DEDICATION,
AFIDAVIT/RELEASE OF LIENS, WARRANTY, AND RECORD DRAWINGS
(PDF & CAD).
7. AN 18 MONTH WARRANTY PERIOD APPLIES TO ALL WATERLINE
CONSTRUCTION. THIS WARRANTY PERIOD DOES NOT BEGIN UNTIL
FINAL APPROVAL OF THE SYSTEM HAS BEEN RECEIVED FROM NC PWSS.
PENDER COUNTY UTILITIES STANDARD NOTES
605 EAST FREMONT STREET PCU WATER SYSTEMS
Pen r ty llUlktes
BURGAW, NC 28425 VERSION #1 OCTOBER 2015
PREPARED FOR:
MONTAGUE WOODS LLC
6227 HEAD ROAD
WILMINGTON, NC 28409
910-262-4449
GSP CONSULTINGPLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C=1

GENERAL UTILITY NOTES:I
f I
1. WATER SERVICE SHALL Bq BUILT TO PENDER COUNTY UTILITIES I
/STANDARDS AND SPECIFICATIONS. /
2. ALL UTILITIES SHALL BE 6NDERGROUND.
3. WATER SERVICE TO BE AI PUBLIC PIPED DISTRIBUTION SYSTEM
OWNED AND OPERATED BY PENDER COUNTY.
�
4. SANITARY 'SEWAGE TO BE I BY DRAINFIELDS OWNED AND
OPERATED BY THE LOT QWNER.-
5. A HOMEOWNERS ASSOCIATION SHALL BE FORMED TO /
GUARANTEE CONTINUAL MAINTENANCE OF THE COMMON AREAS /
/
AND OPEN SPACE. J
I
6. ALL WATER AND SANITA Y SEWER SYSTEMS WILL BE DESIGNED - - -
TO MEET PENDER COUN Y AND STATE REQUIREMENTS. FINAL I 20, I ° 60
I
CONSTRUCTION PLANS LL BE SUBMITTED TO BOTH AGENCIES
AND A PERMIT TO CON TRUCT PRIOR TO UTILITY INSTALLATION. I MIN �-- 25'R 25 TOTAL LINEAR FEET WATER PROPOSED
I -�. r
7. ALL WATERLINES SHOWN WILL BE SIZED IN ACCORDANCE WITHJ 25 25'R 375 LF - 4" C900 WATERLINE
APPLICABLE PENDER COUNTY AND STATE REQUIREMENTS. I
EXISTING WATERLINE IN VINEYARD TRACE ROAD IS 4" PVC. I
I � -
8. SANITARY COMPONENT5 WILL REMAIN AT MINIMUM 10' FROM
ANY LOT AND/OR PROPERTY LINES. / Temporary Turnaround
9. ALL WATER SERVICES 0 BE INSTALLED BY DEVELOPER AND
INSPECTED BY PENDE COUNTY UTILITIES. I
I N/F
10. ALL MATERIALSSHAL NFORM TO PENDER COUNTY UTILITIES j EDSOL H. &BETTIE C. ROWELL
REQUIREMENTS. NON CONFORMIN ATERI L--WttL- W-66----- J DB 883 PG 313
ACCEPTED FOR FINAL CERTIFICATION. ------_._ .. �_ ZONED RA
11, A ONE YEAR WARRA TY PERIOD APPLIES TO ALL UTILITIES
TEMPORARY
CONSTRUCTION. THIE WARRANTY PERIOD DOES NOT BEGIN I ----�-
UNTIL NCDENR FINAL APPROVAL OF THE SYSTEM HAS BEEN J o-" --------�-- x36.t8 TURNAROUND
RECEIVED. A WRITTE COPY OF THE WARRANTY WILL BE cy3s.26 BLOWOFF"
1
REQUIRED PRIOR TO INAL ACCEPTANCE. j x . 56 ASSEMBLY
( FUTURE '�� x36.t7 .72
12. ALL VALVES TO BE OCATED OUTSIDE OF PAVEMENT. 1 DEVELOPMENTS m
2.80 AC. f 36.26 36.23 /
\13. ALL UTVTY CROSSI S SHALL BE COORDINATED WITH PCU AT 1 7EWER SEPT17
TING PRIOR TO BEGINNING ,00'SZ l 3 „9 t,90.88 S i x36.'2
I PRE CONSTRUCTION1 _ SYSTEM
CONST# qMON. / LOT 15 x35.3
z 15,283 S.F. coo
14, COO�DIIYDRA T DETAIL, TAPPING SLEEVE, AND BORE �, '°oos g� 36.08 �,
AND & AILS IWITH PCU PRE -CONSTRUCTION MEETING.
�, 1 / LIMITS OF f �►
1 x36.08 ) 56 DISTURBANCE �' �,M
-�
® •000 } f SEWER SEPTIC
GENERAL EWER N TES. A f ,
z � j 1 6� o x 35.98 4 J TEM x 35.98
f r �1 1
1. ALL WATE"ES TO HA MINIMUM 10SEPARATION FR c'�, ( 6 �-/
ALL SEWER LINES, MANH ES AND CLEANOUTS & TO HAVE19 'do •4"L!y';'1 `.. x3
' ARAN WHERE WATER CROSSES' '�' 66 / LOT 16
3 OF COVER' AND 18 Cl CE n � ' S� � .
OTHER UTILITY LINES 5,000 S.F.
j{
1 LO
TEM OR ANY PORTION THEREOF, .��
2. ANY SANITARY SEWER S'
INCLUDING THE PUMP CH,AMBER AND SERVICE CONNECTION IN, o S ,^
PIPE TO THE COLLECti0TMAIN, SHALL BE LOCATED AT Z
LEAST A MINIMUM OF 10-FEET FROM ANY WATER LINE.
/ SILT FENCE 5
SEWER LINES: MAY CROS$ A WATER L LINE IF 18-INCH CLEAR � •
SEPARATION DISTANCE t$ MAINTAINED, WITH THE SEWER LOT 8
5.s
I CROSSING UNDER THE WATER LINE. WHEN CONDITIONS 44S.F.
,O
PREVENT AN 18-INCH 4EAR SEPARATION FROM BEING ,508 S.F00
n,
MAINTAINED OR WHENEVER IT IS NECESSARY FOR THE WATER LOT 9 00 h
LINE TO CROSS UNDER THE SEWER, THE SEWER LINE SHALL 43,678 S.F. N
BE CONSTRUCTED OF D�CTILE IRON PIPE OR ITS EQUIVALENT
AND THE WATER LINE SHALL BE CONSTRUCTED OF FERROUS
MATERIALS EQUIVALENT TO WATER MAIN STANDARDS WITH
f
FOR A DISTANCE OF.A LEAST TEN FEET ON EACH SIDE OF .Z'l�� f j ✓ i
THE POINT OF CROSSIN ,WITH FULL SECTIONS OF PIPE N F50,6�•LL 4
CENTERED AT THE POI T OF CROSSING. f
° x 35:
JEFFREY WAYNE THOMAS 1 �'' / f / \ ` \` f
1 x 35.8,�35.90
DB 1775 PG 203 I \ z
ZONED RA
SILT FENCE x .97�
36.41 x 36.44
TV)
I
LOT 14 EWER SEPTI
16 763 S.F. SYSTEM x3s.2t x6.aa
PROPOSED x35.90 I
OADSIDE
I
SWALE I DEVELOPMENT
36.75 225' ---- 0.54 AC.t
"x 36.12 36.37x 36.31
0(36.32
36.371
LO
I M
LOT 13 EWER SEPTI-----�. 6' 936.24
15,350 S.F. ---- ----------
SYSTEM x §67
x36.26 x36.09x35,7r39.78I
Ito
L LO
14'
as sa._. 73
4
I
LOT 12 EWER SEPT]
15,009 S.F. SYSTEM
r�
►. 17C
3
j LOT 10 / 7
.o / LOT 11
I ! I l °s 45,623 S.F. / x 15,675 S.F. iEWER
.9<�CONNECT TO EXISTING /x36 35.73 SEPTIi
I � 6 • � � � ` \ � x t x 35.82
���,, ®' \ s�� 4" W/L REMOVE BLOWOFF .86 SYSTEM
o� `� T NSA CTION�--- ,
I °00
� � .� �,\ l 213 I
N/F dp\ LOT 7 A+\ ��` / . �36.36 TRA E x35.93 .,j
CHARLES HENDRI K 43 757 S.F. ,o`\ '0p 461 5.7
I r.
DB 1 761 PG 321 ��0} �% \ !i36 x36.28 x35.82 aUt �•9�°9� 35.86
ZONED RA \ �® u� •�% a/� S x35.88
o �''� I o N/F
EDSOL H. & BETTIE C. ROWELL x35.93
DB 883 PG 313
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Dc
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c)a-
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N/FP'. '4 ' FIRI `� ^cam
KARSTON J. ILLINOR `' v o --- �'_}� / N :f
I DB 1920 PG 11$ 1 x35.66 a
ZONED RA
LOT 6
""9
s, \ 48,056 S.F.
�'
1 (9 x 35,77
AARON MESSICK q�,
g ` DB 2468 PG 165 �s
ZONED RA 1 fit` P
f .ice 3 v=
t, Ico
/L.Li
s \RAMOS
' = !99,
8 91961
F-7
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Cl' LOTSN F \ 45,726 S.F.f,�ULYSSES B. & KELLY C.
DB 2273 PG 68
\ o ZONED RA
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43,858 S.F.
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I GRAPHI SCAJLE
50 0 2 150 100
1 inch 50 ft.,
GSP CONSULTINGPLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Revision
Designer
GSP
Scale
1" = '
Drawn By
Date
GSP
October 2018
License #
Job No.
P-0718
2018-0005
VINEYARD TRACE -PHASE 2
L.Grady Township Pender County North Carolina
SITE, UTILITY, GRADING &
DRAINAGE PLAN
PREPARED FOR:
MONTAGUE WOODS LLC
6227 HEAD ROAD
WILMINGTON, NC 28409
910-262-4449
Sheet No.

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