SW8140416_APPROVED PLANS_20200114 (3)

F'
STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8 [+ 04- 16
DOC TYPE
l CURRENT PERMIT
WAPPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
2ozo pl 14
YYYYMMDD

DEVELOPMENT PLAN
SITE DATA TABLE
VICINITY MAP
VICINITY MAP
(NTS)
LEGEND
-
DESCRIPTION EXISTING PROPOSED
1' CONTOUR INTERVAL --------------------------"
5' CONTOUR INTERVAL - — — — — — — — -
PROPERTY LINE — - - — - - —
ROADWAY CENTERLINE — - -- - - — — - - --
RIGHT OF WAY LIMITS —•••—•••—•••—•••— —•••—•••—... —"'—
EASEMENTLINE ------------------------------ .................................
CURB & GUTTER -----------------
SANITARY SEWER FACILITIES ------
STORM SEWER SEWER FACILITIES - — — —�— — — -
WATERLINE --•---•---•---• —•—•—•—•—
FIRE HYDRANT ASSEMBLY
WATERWAYS -...—...— ... — ... ...... .._ N/A
PROPOSED
x
PROPOSED LOT AND S.F. 5,000 s.f.
OPEN SPACE LABEL G
STREET SIGN I
OPEN SPACE
404 WETLANDS
BUILDING SET BACKS .......................
PRIVATE SANITARY SET BACKS --------------------------------- FLOW DIRECTION
FOR
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PENDER COUNTY, NORTH CAROLINA
JANUARY 2020
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DEV
L PER/OWNER
SIGNATURE TOP SAIL NC, LP
9337B KATY FREEWAY #377
HOUSTON, TX 77024
PHONE: [phone]
PREPARED
BY:
GSP CONSULTINGPLLC
ENGINEERING
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
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11 INDEX OF SHEETS I
SHT C-0 COVER SHEET
SHT C-1 GENERAL NOTES
SHT C-2 EXISTING CONDITIONS PLAN
SHT C-3 SITE & DRAINAGE PLAN
SHT C-4 WET DETENTION BASIN DETAILS
SHT C-5 STANDARD DETAILS
SHT C-6 STANDARD DETAILS
GENERAL NOTES:
1. PENDER COUNTY PARCEL NO.:
PIN 4214-12-8251-0000
2. TOTAL TRACT AREA: 1,074,326 SF = 24.66 AC.f
3. ZONING: PLANNED DEVELOPMENT (PD)
4. A PORTION OF THIS PROPERTY I15 WITHIN A SPECIAL FLOOD HAZARD ZONE PER FEMA
FLOOD INSURANCE RATE MAP a3720420400J, EFFECTIVE DATE 2/16/2007 AND FLOOD
INSURANCE RATE MAP a3720421400J, EFFECTIVE DATE 2/16/2007.
5. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS OR IS UNDER CAMA JURISDICTION.
6. THIS PROPERTY DOES CONTAIN 404 FEDERAL WETLANDS WHICH HAVE BEEN APPROVED BY
THE USACOE.
7. OWNERSHIP REFERENCE:
D.B. 4379 P.G 330-346 PLAT # 16 PG. 73 & D.B. 4604 P.G. 1703
8. PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED PLANNED DEVELOPMENT (PD).
9. A HOME OWNERS ASSOCIATION WILL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE
OF THE COMMON AREAS AND OPEN SPACE.
I DEVELOPMENT DATA:
BUA -
LOTS -
ROADS -
SIDEWALKS
TOTAL -
310,500
S.F.
100,999
S.F.
7,400
S.F.
418,899
S.F. (39.0%)
4 1qb41 G M6D
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
tS�J 7- -"7-Za
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE SEAL
SEAL
PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE. 031315
2. PROJECT SHALL COMPLY WITH ALL CITY, STATE & FEDERAL °°°c9°° yS.
REGULATIONS. °°a�'R`PP
NOTE: ofJO"8° ti°z0
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE & THE
STATE OF NORTH CAROLINA
PROJECT NAME: WYNDWATER - PHASE 2
GSP CONSULTING PROJECT #: 2014-0002

COORDINATION NOTES
1. THE CONTRACTOR IS REWIRED 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. 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:
I. 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 do 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 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
January 2020
License #
job No.
P-0718
2014-0002
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 04 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 WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE 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 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
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 REQUIRED 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.
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/EARLY SPRING
WINTER AND EARLY SPRING
SPECIE 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
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
r
RATE (LB/ACRE)
120
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
REFERTIUZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
WYN DWATER - PHASE 2
Topsail Township Pender Countv 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 PENDER COUNTY
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
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
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:
SIGNATURE TOP SAIL NC, LP
93378 Katy Freeway #377
Houston, TX 77024
713-822-3891
GSP
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
SEAL
031315
y S.
Sheet No.
C-1

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THOMAS L INVESTMENTS I- \ 5I ( ,�, JR et al
b / 4214-11-7997-0000 4214-11-8980-000i
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HOLLIS DURWOOD J et al I
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HOLLIS EDDIE I
4214-21-1626-0000 I
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4214-21-2519-0000
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Revision
Designer
GSP
Scale
1" = 60'
Drawn By
Date
GSP
Jonuary 2020
License #
Job No.
P-0718
2014-0002
=W-L- -W_ - -W-- -W- - -W---W-
WYN DWATER - PHASE 2
IlTousail Township Pender Countv North Carolina
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& OS 46'06-32- E 3275.39, ,(TOTAL) - - - WALKER STEPHEN SOBCZAK DA D 28.44 - X265
MAYO REBECCA COLE ET
HORN RONALD I AL et of I DWYER MATTHEW I
TROY et at 4214-21 et
0000 T et al WHALEY SEAN
4214-21- ONING: 9-0000 ZONING: PD I 4214ZONING:6P-ID I et at
4214-21-5247-0000
ZONING: PD
ZONING: PD
---- -- --- ------�----- --I-
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EXISTING CONDITIONS
NASH COREY LEE
et at
4214-21-6128-0000
ZONING: PD
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337B Katy Freeway #377
Houston, TX 77024
713-822-3891
28.13 LUKE et at /
4214-20-8963-$QO
2
/
PITTS HAROLD J
\
4214-21-7092-0000
ZONING: fxTi'
et of
ZONING: PD /
4214-20-9768-0000 \
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/
ZONING: PD
/
HALL THOMAS F
JR et at
414-21-7101-0000
ZONING: PD
1 / /
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60 \ \ n an en izn
1 inch = 60 ft.,
GSP CONSULTING, PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-2
t

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I I I RADiU�S: 345.0' 1 [3F -�__--- B! __ _/ / moo• tia - - - - - -
BEARING: N 23'{11'58" E ` ;ap `\ `.\ - \ `\ 40' DRAINAGE, SEPTIC - - _ - - - - / , 'n \\ \
CHORDi 233.6' i \ \ r \ \ \ \ _ - - - - / ?5' \ -
d \ � \ \ &PEDESTRIAN _ , \ - - - - _ _ _ / � � / 1 R�
\ \ \ LOT 68 1 \ \ 1 \ \ ACCESS EASEMENT LOT 84
19,643 SF \
I 14,064 SFOD
NI N) T 71 N LOT 72 N) \ \ LOT 74 N) LOT 75 LOT 76 r ^ \ \ \ l o - / < // \ \ \ \
LOT 69 N LOT 70 ^ LOT ^ ^ LOT 73 \^ \ ^ n c4 n // LOT 77 \ \ LOT 78 LOT 79 MI LOT 81 N LOT 82 �I LOT 83 79' / LOT 42
2,095 SF - 12,005 SF 12,005 SF 12,005 SF 12,005 SF 12 005_SF_ 14,578 SF 12,845 SF �/ 12,005 SF 1g,005 SF 11,438 SF LOT 80 0 12,005 SF ^ 12,240 SF 12,012 SF I / / /' 13,130 SF \ \ \\\ \\
/ \ I I +-\ ^I ^I I , -I 11,438 SF _1 ^1
2 �p� zria ' / ' /
7� o, 12 22874SF \�\
\ 70L- - -�__ - -85- - 41L - 4r - 7� - -70= - 79 - - 40 - - 7�
43x W �- -- -- - - -yr
WEST CRAFTSMAN WAY - - _ _ - \
o - / c
1 I / I J - I -.F -�- + F -,•Y E�--� _ -I--� -•Y1� -h--_} ,2L F _ -` ,� \ ;ss� - y��
42+00+00 _ 27 46+00 - 3�_+ 0 38+00 37+00+ ROW) 36+00 - -z� - - - 35+0 ' - 34+00 13� 0�
/
04 -7 - -70-
\ \ r \ / \ \ LOT 40
I / 24.0E AC. . \
a0 / _ _ ` / w /' 43,906 SF
I / DRAINA E AREA 2 Ot AC. Z / I
I TO WET \ \ \ \. _ r \ \ DRAINAG AREA00
1 DETENTION, BASIN :� \ \ " - --- �� \\ 0 WET L6 >-
/ \ \ O \ \N \ _ _ \ \ DETENTIONBASIN ca Q 1
Q v \ M \ _ .---- \ o tY
/ \ Z Z \ / I - ` LOT 44 LOT 43 1
t ° ;,I I/ I \�^\� I I I I \\ I LOT 47 1.1 18,154 SF` &0,776 SF I I I
V I \\ m LOT\64 ILOT 63 LOT 62 0 LOT 61 rq LOT 60 c /-LOT 59 N LOT 58 C4 LOT 57 N UOT 56 n LOT 55 ^ LOT 54 ^ LOT 53 N LOT 52 N LOT 51 N LOT 50 N LOT 49 N LOT 48 = N LOT 46 N LOT 45 cv p
/ N 18,485 SF 14,897 SF 12,905 SF ^ 12,086 SF �I 12,005 SF �I \ 12,005 SF 12,005 SF 12,005 SF 12J005 SF - 12,005 SF � \ \12,005 SF 12,005 Sf'^ 12,005 SF`^ 12,OO5S8F--� - 12,08 SF 12,005 SF 12,006 SF 1 28Z �F\ 13 338 SF 15 444 SF m
r co
��_ 7' 1 70' 70' �� �� 70 ^ 70' 0' \ 7p 70' _ % \\\\_------__---
r S 46'OS'32" E 1,470.0' I ' WALKER STEPHEN SOBCZAK DAVID MAHAN TOM
4214L21E7092 0000 et at 4214ZONING- PID / PITTSeA01 J 4214-30-al 0773-
3 ZONING: PD 4214-20-9768-0000 ZONING: PI
ZONING: PD \
1 1
I I I
HOLLIS DURWOOD J et al I BENTON JENNIFER DEANN
HOLLIS EDDIE EARL HOLLIS EDDIE I 0l_'S EDDIE CRA OYREAR- et atetJat I 4214-21-1626-0000 TRUSTEE HORN RONALD I MAYO REBETROY et at AL e`AaCOLE ET DWYER MATTHEW HALL THOMAS F
NAY
STMENTSOEI / \ I FENDER C TY 4214-11R 7997-0000 I et of 4214EAR8980'0000 I 4214ZONMG6PD 000 I 4214-21 ZONING?SPD0000 ZONING: PD I 4214ZONING:1pp 000 4214ZONING:8ppp000 I 4214ZONING:7pp 000 II 4214ZONING:6PD 000 I 4214-H21et5247ALEY A0000 I 4214S21e6a28-0000 I 4214ZONINGI:OP-p000C
2-5195-00 0 ' \
' ` // 5T ZONING: PD ZONING: PD
DING: PD A214-12-7025 0000 I ZONING: PD ZONING: PD \ ppa•o by
ZONING: I I I I I I I / ••,•• N o<,••.
�,' // /\ I I I I I I I I I I I � � l � :•• �O ti9 9 =� �
/ /'°I \\I 1 _ ---I --- -�-------�--- ------ --1 ----- ---1 --- --- �---- _I_ 1 / / \ SEAL
------ _�
' _
`JBIJJE_ -
R7- 93 - -- --- --- --- --- --- --- --- --- --- --- --- --- --- --- --- P rr o$EPH G PHIC SCALE \'
60' R/W (PUBLIC) - _� / ALIO I� U 30 60 12b
et 1
4214-20-8
- - - - ZONIN
\ � 1 inch 60 fJ.�
No.
Revision
Date
BY
Designer
csP
Scale
1"=60'
WY N D WAT E R -PHASE 2
Topsail Township Pender County North Carolina
E& DRAINAGE PLAN
PREPAREDEPARED AILN
SIGNATURE TOP SAIL NC, LP
9337B Katy Freeway #377
Houston, TX 77024
713-822-3891
GSP CONSULTING P L L C
7
E N G I N E E R I N G
6626 Gordon Road Unit Wilmington, North Carolina 28411 tel:[phone] fax: [phone]
Sheet No.
C-3
Drawn By CSP
Date 2o2D
ry
License #
P-0718
Job No.
2014-0002

-_----_---_ �1=_-- -- -- ---- - - - - - - - - - - - -
___` F__� � �- �-�-�-�
----------x23.42 - - - ------------ --- --- ---------------------------------------- -- -
X2312 y/�---------- _------ ._.--------------- I} I}- -- ------------------------------
/ 20' WIDE / 25 OQ----- - - - - - - - - - - - - - X24.31 - - - --
/EMERGENCYSPILL /- - - - - - - - - -
/ W/CLASS B RIPRAP
X 24.96
\ / ARY .PQl7LELEV.=21.92- /
/ SHELF TOP ELEV=21.0
\ ( / NORMAL POOL ELEV=20.5�
X24
\ \
\
\ . .1 � ----- _�
\ \ / 104'-24" HOPE
\ @ 1.0% /
i
\ / /` 3 ,9 J
X23. //
4'X4'
\ MAIN POND \
\ DESIGN BOTTOM ELEV=14.0
�DIMENT STORAGE ELEV=13.0
\ X2 :5
I
I
'
ON I 1 362 191,
X26 34
X 26.37
SHALLOW WATER
SHALLOW LAND
SCARLET ROSE MALLOW
& CARDINAL FLOWER
PLANTED 30' ON CENTER
SEE CHART FOR # OF
PLANTS
ELEV-24.25 \
\ 4,25 49
DEPTH -= 40" \
\
/K
FOREBAY RIPRAP
ELEV=20.5
\ X25.64 . .
PERMANENT
POOL
TYPICAL VEGETATED SHELF
LANDSCAPING PLAN
NO PLANTINGS
WITHIN 10' OF
OUTLET STRUCTURE
l
\X 2420
1 -75.06
4�X 24 49
01 X',,�S,L
X 25.44
FOREBAY BERM LEV//=21.0
24
FOREBAY
DESIGN BOTTOM ELEV=15.0
SEDIMENT STORAGE ELEV=14.0
k25.96
X 26.08
0
X25 76
X25.99
SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM)
@ 1 PLANT PER 4 SF (24" O.C.) =804 PLANTS
= 31212 S.F.
PLANT TYPE
I QTY
I
BOTANICAL NAME
COMMON NAME
ROOT
I CALIPER
HEIGHT
I NOTES
HERBACEOUS
402
Sagittaria latifolia
Duck Potato
CONT.
4" Pot
24" O.C.
402
Pontedaria cordata
Pickerelweed
CONT.
4" Pot
24" O.C.
SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) = 3,354 S.F.
@ 1 PLANT PER 6.25 SF (30" O.C.) =536 PLANTS
PLANT TYPE
I QTY
I
I BOTANICAL NAME
COMMON NAME
I ROOT
I CALIPER
HEIGHT
1 NOTES
HERBACEOUS
268
1
1 Hibiscus coccineus
Scarlet Rose Mallow
CONT.
4" Pot
30" O.C.
268
1
1 Lobelia cardinalis
Cardinal Flower
CONT.
1 4" Pot
30" O.C.
NOTES:
TOP OF 1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE.
VEGETATED
SHELF 2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB -SOILS, THEY OFTEN LACK THE
NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF PLANTS. ALL
LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD TOPSOIL. NATIVE UNDERLYING
SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4 INCHES OF WELL -AGED COMPOST TILLED
INTO THE SUBGRADE. COMPOST SHOULD MEET SPECIFICATIONS FOR GRADE A COMPOST QUALITY.
3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT
SURVIVAL/REPLACEMENT.
L0
14) 9
L
13
T 124
FILTER FABRIC-
-'r
T
FILTER
4'x4' REINFORCED CONCRETE BOX
OR BRICK BOX
OPENING (6' TOTAL LENGTH)
PLACE 1/2" GALVANIZED HARDWARE
CLOTH OVER ORIFICE OPENINGS
WITH STAINLESS STEEL FASTENERS
ELEV=21.92
FLOOD POOL EL. = 21.92
10.0' 4" SCH. 40 PVC OUTLET
EL. 21.0
ih
EL. 20.5
12' THICK CLASS./
'B' RIP -RAP
FOREBAY RIP -RAP
N. T. S.
r- L=20'
le' 1HIUK LLASS-
'B' RIP -RAP
EMERGENCY SPILLWAY
N.T.S.
TOP OF BANK ELEV. 26.00
GALVANIZED BAR GRATING 1" 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 OPENING
RIM ELEV = 22.63
104'-24" CULVERT
INV. EL. = 20.5
EXTENDED BASE
OUTLET STRUCTURE DETAIL
N.T.S.
NOTES:
1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 14.0 IN THE MAIN
POND AND 15.0 IN THE FOREBAY WITH SEDIMENT STORAGE DOWN TO 13.0 IN THE MAIN POND AND
14.0 IN THE FOREBAY.
2. SEASON HIGH WATER TABLE WAS TAKEN AT A GROUND ELEVATION OF 24.25 AND ESTIMATED TO
BE 40 INCHES FOR AN ELEVATION OF 20.95, WHICH IS WITHIN 6" OF THE PERMANENT POOL
ELEVATION OF 20.5.
3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER SYSTEM AND
DISCHARGED TO THE WET DETENTION POND.
4. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY.
5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WALL BE MUCKED OUT.
6. POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT.
7. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX.
3:1 SIDESLOPE 0 10, 311 SIDESLOPE
SLOPE TO TOP OF ----------------------- ----_-
POND VARIES 3:1 MAX STORAGE __ NORMAL POOL
NORMAL POOL
EL. 15. 10:1 SIDESLOPE EL. 14.
FORE BAY POND BOTTOM
SLOPE TO TOP OF _
POND VARIES 3:1 MAX
10:1 SIDESLOPE
SEE STORMWATER LANDSCAPING PLAN
DETAIL AND PLANT LIST FOR PLANTINGS
ON THE 10' WIDE VEGETATIVE SHELF
POND
SHELF BOTTOM
POND BOTTOM
SURFACE AREA
SURFACE AREA
AVERAGE
SHWT
NORMAL POOL
SHELF BOTTOM
DEPTH
AREA
AREA
PROVIDED
REQUIRED
POND DEPTH
ELEVATION
ELEVATION
ELEVATION
(FT)
(SF)
(SF)
(SF)
(SF)
(FT)
(FT)
20.5
20.0
6.0
29.622
10.888
33.673
32,466
4.5
20.9
POND CROSS-SECTION
N.T.S.
SEAL
s 031315
,see (a+e"•.;�G I NE`,�.•' a ee,,.
• °esssee•
ol��xd'zo
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 ft.
No.
Revision
Date
BY
Designer
GSP
scale
1- = 20'
-
WYN DWATER PHASE 2
Topsail Township Pender Count North Carolina
WET DETENTION BASIN D ETA I LS
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337B Katy Freeway #377
Houston, TX 77024
713-822-3891
GSP CONSULTING P L L C
7
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-4
Drawn By
GSP
Date
Jonuc 2020
License #
P-0718
lob No.
2014-0002

INSTALLATION
DETAIL
TEMPORARY INLET
SEDIMENT FILTER
NOTE:
TEMPORARY INLET SEDIMENT FILTER TO BE
INSTALLED ON ALL PAVED CATCH BASINS OR
STORM INLETS.
SILT SACK DETAIL
NOT TO SCALE
- --_- 2 EACH
EXPANSION
W ROPE 2" F
BAG DETAIL WASHERS
STANDARD METAL POSTS
2 FT IN GROUND
�- (0.25" MESH OPENING)
EXTENDS TO TOP OF BOX
NCDOT #5 OR #57 WASHED
STONE PLACED TO A HEIGHT OF
16" MINIMUM ABOVE TOP OF BOX
NOTES:
1. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING
THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE
INLET, A MAXIMUM OF 4 FEET APART.
2. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 1-FOOT FLAP OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS RECOMMENDED.
3. PLACE CLEAN GRAVEL (NC DOT #5 OR #57 STONE) ON A 2:1 SLOPE
WITH A MIN HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH
To SfANOb INLET PROTECTION
NOT TO SCALE
NOTES:
1) ALL P.V.C. PIPES ARE TO BE 4" I.D., SCHEDULE 40
2) ALL JOINTS OF THE FLOATATION SECTION SHALL BE
SOLVENT WELDED. JOINTS OF SKIMMER SECTION NEED
NOT BE WATER -TIGHT.
3) 4" HOPE FLEXIBLE DRAIN PIPE IS TO BE ATTACHED
TO THE POND OUTLET STRUCTURE WITH WATER -TIGHT
CONNECTIONS.
4) ORIFICE IS TO BE SIZED ACCORDING TO STORAGE
VOLUME AND TO SLOWLY RELEASE I" RUNOFF FOR AT
LEAST 24-HOURS.
END
ORIFICE DRILLED
IN END CA
FRONT VIEW
END
Designer
GSPSCALE
Scale
Drawn By
Date
GSP
January 2020
License #
Job No.
P-0718
2014-0002
STEEL
4P (TYP.)
SKIMMER DEWATERING DEVICE
N.T.S.
WYN DWATER - PHASE 2
Toosail Townshi
Pender
TON
North Carolina
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
TOP STRAND MIN. #14 GAUGE
BOTTOM STRAND MIN. #14 GAUGE
C
COMP
STANDARD DETAILS
z -
5
O O k
I Ia
M N �
z
0
i
POST
4" X 8" TRENCH LINED W/ 12"
OF FABRIC AND COMPACTED
FILL ON TOP
NOTES:
1, ORE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE NTH A MAXIMUM MESH OPENING
OF 6-INCHES.
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF POLYOLEFIN'S OR
POLYESTER, WHICH IS CERTIFIED BY THE MANUFACTURER OR SUPPLIER AS CONFORMING
TO THE REQUIREMENTS IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355.
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS INSTALLING SEDIMENT
FENCE USING THE SLICING METHOD MACHINERY.
TEMPORARY SILT FENCE
NOT TO SCALE
MODIFIED VALLEY GUTTER
N.T.S.
-1/2" S9.5B ASPHALT
ABC STONE
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337B Katy Freeway #377
Houston, TX 77024
713-822-3891
STORM DRAIN PIPE
= 0%
STORM DRAIN PIPE
PLAN
TAILWATER
FLOW
NON -WOVEN FILTER FABRIC J \-N.C.O.O.T. CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
RIPRAP LOCATIONS
LENGTH (FT.)
UPSTREAM
WIDTH (FT.)
DOWNSTREAM
WIDTH (FT.)
15" CULVERT
7.5
3.75
5.0
18" CULVERT
9.0
4.5
6.0
24" CULVERT
12.0
6.0
8.0
30" CULVERT
15.0
7.5
10.0
36" CULVERT
18.0
9.0
12.0
48" CULVERT
24.0
12.0
16.0
GSP C
RIP -RAP OUTLET PROTECTION
N.T.S.
SEQUENCE OF CONSTRCUTION
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON EROSION
& SEDIMENT CONTROL PLAN.
2. INSTALL PERIMETER CONTROLS (TEMPORARY SEDIMENT BASIN, SILT
FENCE, TREE PROTECTION FENCING, ETC.) AS SHOWN ON THE EROSION &
SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE COMPLETED PRIOR TO
UPSLOPE LAND DISTURBING ACTIVITIES.
3. THE EXISTING POND WILL ACT AS TEMPORARY SEDIMENT BASIN DURING
CLEARING AND GRUBBING ACTIVITIES.
4. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING MEASURES ARE
INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS OF DISTURBANCE. POND
WILL BE PUMPED DOWN BY MECHANICAL MEANS AS NEEDED TO MUCK OUT
SEDIMENT WHEN THE SEDIMENT REACHES 50% CAPACITY.
5. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL AREAS WITH
TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR 15 WORKING DAYS AN
ALL SLOPES WITHIN 21 CALENDAR DAYS.
6. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS, STABILIZE
THE AREAS BY PLACING STONE BASE AS EARLY AS POSSIBLE.
7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED AREAS
SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM AND
SPECIFICATIONS.
8. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL DISTURBED
AREAS HAVE STABILIZED, MECHANICAL SEDIMENT CONTROLS SHALL BE
REMOVED. SEDIMENT FROM TEMPORARY SEDIMENT TRAPPING DEVICES
SHALL BE DISPOSED OF BY SPREADING ON THE SITE OR HAULING AWAY IF
NOT SUITABLE FOR FILL. ALL DENUDED AREAS ARE TO BE PERMANENTLY
STABILIZED WITH PERMANENT VEGETATION.
PLAN VIEW
50' MIN.
6' DIVERSION T❑ DIRECT RUNOFF FRDM R/
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
1
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5

0 z 0 z 0
Om OTn Om pCO Omrn
ZO
N 2 43" NOTE: USE TYPE HIE", "F" AND . GRATE ° I r <Q H�Z DETAIL SHOWING TYPES OF GRATES r � � 2� ~Q <;'I It"RADIUS �'�"� I->-
L 2'-11:k I Q Z
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s
F-I y N ¢ U > iI4 p 31 i Y1 Z¢ CD D CoCA p O 74" RADIUS Z
r p �1 O 4 p C7 M- �7 N B ti C7 ' 4 = GRASS MEDIAN OB ¢ U
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p22z = - - SECTION - ILL SECTION - ¢O'••'Q C)=9Z ¢p•+Q (7 n' 700 "" O¢�OJ
f j D - z H ¢ y D -� WATER FLOW -� SAG �- WATER FLOW +- I 9%8" z Cc ¢ D SECTION - AA 0 Tn OC
D 1 A A ALIGN FRAME WITH INSIDE 'L.r '> D� 1 > D D z r-+
cjilo ' EDGE OF WALL TO ALLOW =-�1 1 ao C{n 1"' ------------------------------- aF-I {,�•, �>
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ILLL w
WALL SECTION .. - � 1'�4n � 10'-0" 3'-11+2 10'-0" O
:i-. B
18" AADius 44" RADIUS
SECTION SS ----------------------- 1
RADIUS
B SECTION - PP SECTION - NN PLAN ��
SECTION B-B
rr _----------------------------'------ -n 3 tss"RADxus ¢
y�1 PLAN - n Z O -► _► �- t 1>•4n 214n I 0- W O m 10'- " 3'-1J•'2" 10' Orr vTR. 1.-e„ ¢ y LU
m FRAME ORATE, 8 HOOD AS8 Y J N ¢ "4 y Rt I O F•-r 2 ry z -S
Tn Z ' , O O < z WATER FLOW SAG WATER FLOW 1"1 m
O ° O m O rI U- O m vOl a SECTION - 8B o m
FH = L'n N-,I SECTION A -A = _ m Z r 5"
mmrn S z mmrn z co ---- _ z 0
z r. _ " = _ N� 1 " 3 Z z V TYPE 'IF" TYPE "EH' TYPE "0" TYPE - E 3 = Coll _ �L _ _ _ - - - - -j+ rr C7 Q
CD -"I e e e Q a U Cn '� Q U 2 '� DEPRESSED GUTTER LINE J ¢ Q m
-q �+ o O ,i > D RAISED FLOW ARROW O W
D a K -K N N N 1$4" w 0 > a Z P" HIGH 2 n Q 2 EXPANSION JOINT I I I {,\ EXPANSION JOINT p t.: U
v m > L M �, ¢ N o m y RAISED FLOW ARROW 294
" ¢ H Q 'n p `SEE STANDARD NO. 840.01 OR 840.02 p1� O
y Co O SECTION - AA o H z N o �1s HIGH -`1 Q oQ LLI z ' ELEVATION S°� o m
0
> Z L M N �� In Z D Z� 11�" m y Z > Yz" RADxus 3" RADxus �t5 m OC 2
0 Z J FRAME PLAN =\ O (� Z YN" Rn0xu5 GPc� 1~-I
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D C o, rr 1 rr� { _ S __ J
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ZS LI H: a _aT
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3 3'-Orr3LE2nn O- " 1'2 •►� { tSECTION - pI 4%- SECTION A-AA-EET 1 OF 2 SECTION - RR SHEET 1 OF 2 HEET 2 OF 2 TYPE G SECTION A -A SHEET 2 OF 2 HEET 1 OF 1 SHEET 1 OF 1
840.03 HAD ELEVATION 840.03 840.03 V-6" CURB AND GUTTER
840.03 852.05 852.05
O GENERAL NOTES: Z 0 Z
m FRAME RATE 0 D p IT1 E
O BACK OF DURB SEE TD. NO. 640. USE CLASS "B" CONCRETE THROUGHOUT. I, co 0 .9 OTn
q Y �"� 1 A OPTIONAL MANHOLE 1'4
< , X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" < < < , S" 6" Q Q
IS
-cn 1"4 Z ON CENTER. USE STEPS WHIN COMPLY WITH STD. DRAWING 540.66. Q M Z E
T. Fy O OPTIONAL CONSTRUCTION - MONOLITHIC TOUR, 2" KEYWAY, OR #4 BAR DOWELS AT M ¢:2'3 U D HH 0 GENERAL NOTES: Z Q U
j1r1 z T= Y o .:. P :9', :,P'.:; .;P.:;p y e 12" CENTERS AS DIRECTED BY THE ENGINEER. LL J CL Fti Z m z� S -i Y 8" C CHAMFER ALL EXPOSED CORNERS 1". LL J CL 0 Z y
> A - ;- L - USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O z = _ � � > USE CUSS HIS" CONCRETE THROUGHOUT. O z Tn =
E Q
=O Dm :y m - - - -
:v, IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO BLAB WQQLL= =O>>R1 - - -- OPTIONAL CONSTRUCTION -MONOLITHIC POUR, 2" KEYWAY, OR QQLL '
Z o a7 °:, ',u AS SHOWN ON STD. N0. B40.CO. N U ¢ O Ur ,. Z y X X I ` D #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY THE EN6INEER. H- U ¢ 0 CD = Cn O O :: : ____ S. :: 8 8" x USE TYPE "E", "F- AND "G" GRATES UNLESS OTHERWISE INDICATED. = F 2 CI O O - - m D w P Q F
Z I„I 0 r -n e :v. Z W Z p4'D r -n T �! - - % 'i" ! \ USE FORMS TO CONSTRUCT THE BOTTOM SLAB. ♦- = Z w
FOR 8'-O" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER Cn ¢ LL 0 J O O I,y mBj w I I LL IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
O ~ LL O J
,72 Z 8'-0" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. AOUUST O < C) =Z LL ¢O Q
> '0 'O'' ' � i .o QUANTITIES ACCORDINGLY. z NCn•,I ¢ .. D D - \ - _ 55,;; A .1.. ADD TO SASE AS SHOWN ON STANDARD NO. 840.00. z 0 ¢
j H H-I { - PROVIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS ig
> 1 i0 CONSTRUCT WITH PIPE CROWNS WITCHING. > > rP E i F
(n O ' PUN X T SEE NOTE CHAMFER ALL EXPoSED CORNERS 1". W O N �O ' I- ' - - - ' -� 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66. W 0
Z SECTION X-X DRAWING NOT TO SCALE. ' O Z e" F3 3„ ADJUST
INCLUDE STEEL, CONCRETE
N OF AND BRICKMAXHOMASONRY
QUANTITIES
' O
TOP ELEVATION
m iP ro Y SEE STANDARD $40.54 t: SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
FOR MANHOLE COVER 8 FRAME W HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
PLAN OPTIONAL SPACED e
TOP ELEVATION C. TO C. VAX. DEPTH OF THIS STRUCTURE FROM TOP OF SOTTO/ SLAB TO TOP
- - FRAME .gAIE_MID_HO ELEVATION IS 12 FEET,
S N 8-4G 09- STEPS- BID. N 4 STEPS -STD. N0. 840.86 BRICK MAY BE USED
- - a" TO ADJUST FRAME W
e„ - - - COVER TO SVAX. 1
_ -- - ELEVATION MAX, Y
�.;: TOP ELEVATION - #4 BAR
x o P� ¢
O� 1� 1a' - m A_�:' LpiZ _Cetipp..
Z HH 8" v' B ,v. e'; E-�- C7 w '1' Z ,••F - 'I OUTLET PIPE 1 LL m W
CA m '. `v. ''. o' . a . v" a. E-.I .P FH J
°' F-I Q W -i 2 I E OR F 1 j„ z Z O W
3 D➢ ot-tEn rn 6" e° C v° 8" x 6" G 8 x O N In INLET PIPE f I 6" 3 O Z 1ti
� "i SECTION Y-Y °.. _ - o - SECTIONS t-I o
X m z D 0 O v_ _ M z 8„ C-C OR D-D DOWEL o ff -
c� > RISER VARIESHT.O P cc a o c D SECTION X-X C z Z m
Lin >o l J-
Z 9 Q�
A _ 8T" .'::.';°' �...p':e '...o I c ,o. Q V ¢ 0 > Z O DIMENSIONS AND QUANTITIES FOR CONCRETE JUNCTION BOXES p -7 O O
cc
6" ' � f SECTION J-J 0 0'' �'' ^' A =': ' o ' � Q W = O r -_•1 O DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR ONE Q F =
- O O DIMENSIONS W CL F-
.v'.v P L1.LI It- > M 8" PIPE SPAN WIDTH HEIGHT BARS 'A' IN BOX BOX AND aLAeS PIPE OU.YD6.
I�,I > '.6 WHERE 30" TO 38" PIPE IS USED '}r SECTION M-M CO W > CO O -_ :v; SEE NOTE 1 > O '� " X 6"
W M WHERE 42" TO 54" PIPE IS USED 2 N 1•-1 _ Z I• -I EXP. JOINT D A B H N0. LENGTH E F TOP BOTTOM NULI LBS. W. YDS. C S R. C 2 N
W
m a Z WHERE 30" TO 36" PIPE IS USED GO (� r m p Z , •, . , ; SLAB SLAB FT. OF HT. REINF YIN. H" C. ' �. F r
y O RISER HT. f-I = r W O 9„ 12" 2'-0' 2'-0" 2'-3" 12 2'-e" 3'-0" 3'-0" 0.167 0.167 0.186 22 0.750 0.015 0.024 J -j 3-
r� J VARIES .eI '_'Y'' O'Y'' .m.. O -n ? 'r is" 2'-3" 2'-3" 2'-8" 12 3'.0" 3'-3" 3'.3" 0.106 0.196 0.204 24 0.902 0.023 0.038
°
Z O - - - - - J J M Lu O %� A x 0.227 0.222 so 1.065 0.033 0.049 w C>• 1e" a'-e" z•-6" z'-s" 14 a,-3" s'-e^ a'-®„ o.zz7
24" 3'-0" 3'.0" 3'-3" 76 3'-8" 4'-0' 4'-0' 0.296 0.296 0.250 40 1.434 0.050 0.085
A Y.1 .,`� A _p 30" 3'-e" 3'-8" 3%9" 18 4' 3" 4'-8" 4' 6" 0.375 0.375 0.296 51 1.860 0.092 0.127
.'.^1 a 38" 4'-0" 4'-0" a' -a" 20 4'-9" 5'•0" 5'-0" 0.463 0.483 0.333 84 2.341 0.132 0.178
m 6ll " 42" 4'-8" 4'-8" 4'-8" 22 5'-3" 8'-8" 5'-8" 0.560 0.560 0.370 77 2.670 0.180 0.243
MERE 42" TO 54" PIPE IS USED L '0 - yI J-'S �...• 48" 5'-4" 5'-4" 5'-9" 26 8' 9" 8'-1" 6' 4" 0.743 0.743 0.407 171 3.823 0.235 0.917
'' " SECTION Y-Y 54" 5'-,O" 5'-10" 5'-B" 28 6'-7" e'-,OH' 6'-
Lv .° 10" O. BBS 0.885 0.444 128 9.283 0.297 0.401
DETAIL SHOWING METHOD 80" 8'-8" 8'-8" g-3" 30 7'-3" 7la" 7'-e" 1.Oa2 /.042 O. ae1 145 5.090 0.387 O.4B5 SHEET 1 OF 1
MEET 1 OF 2 SCONSTRUCTION PLAN PLAN SHEET 1 OF 2 HEET 1 OF 1 08" 7'.1" 7'-1" S'•9" 32 7'-10" 8'-1" B'-1" 1.210 1.210 0.518 189 5.917 o.44a 0.589 840.31
840.02 840.02 840.31
NOTES: USE CLASS "S" CONCRETE THROUGHOUT. Z
0 1''``n r H 0 0 Y PROVIDE ALL CATCH BASINS OVER 3'.6" IN DEPTH WITH STEPS 12" OCn
<1 r 'L 3 -6' F Q <--I ON CENTER. USE STEPS YMICH COMPLY WITH STO. DRAWING 840.eS. H a
�CA O 1 " DEPRESSION " u 11Ln n Z H- ' y O OPTIONAL CONSTRUCTION - MONOLITHIC POUR 2" KEYWAY, OR #4 WAR DOWELS AT Q 3 ,
F-1 O 9 PA 1 +-I�1 p.1 ¢ Ur U D rti O 12" CENTERS AS DIRECTED BY THE ENGINEER. Z ¢ = U
m Z _ V. r - 75a rr 1 r _7rr �\ �- H F O JO 0. = Z m z _ USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. LL J d "C7y Z
N -4 > �tltl I I cc F-I � > I I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB OO U3
'n 0 C) -4 _ I I W Q 'a LL = 'O O C% AS SHOWN ON STD. NO. 840.00. LLI ¢ Z
_ -1 > m T* O H U O = T > o FOR 8'-0" IN HEIGHT OR LESS USE 8" WALLS AND BOTTOM SLAB. OVER F U Q 0 LL =
_NCO fV -q I G L� G E I E = F Z M 2 N O 8'.0" TO 16'.0" IN HEIGHT USE e" MALLS AND BOTTOM SLAB. ADJUST •= QC 10y
Z ,•-1 r ^ _ O _0 _ Cn I- O W Z Fy'9 r �1 X - - - I X QUANTITIES ACCORDINGLY. I- 2 Z W
C7 = Z ¢ O I-r < 0 Czi% Z A CONSTRUCT WITH PIPE CROWNS MATCHING. O Q O 0 Q
DD > N j OO `�+ N z 7 ¢ > D D INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z 1CO-I 2
1_ O I ~ M-H < INSTALL STONE GRAINS, OF A YINIMUI OF 7 CUBIC FOOT OF N0. 79Y STONE IN A H >
(no OL p m O I m POROUS FABRIC GAS OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. d
/ -- J CHAMFER ALL EXPOSED CONNERS 1". H G
SECTION G - GAWEEP
ORAWING NOT TO SCALE.
V-4W 1'-4W F-Wl •INCREASE THE SIZE OF THE 8" OPENING TO e" MAX., AS DIRECTED BY THE
ENGINEER BY ADDING 2" TO THE WALL HIEGNT ABOVE THE TOP ELEVATION. ADJUST
T PLAN OF FRAME y QUANTITIES ACCORDINGLY. Z
CAST IRON T O 1.1
O Z PLAN 2ND OPENING CO)
C Q U) It Cl) IF RED D.
mom PLAN OF GRATING ¢ o En m I mPSLAe 6 m
O 2'-314 CAST IRON OLL CC Q 0 TOP TOP ELEVATION #4 BAR 2 TOP ELEVATION TOP 8W GUTTER LINE LL
0 =
= Z Nti 1:7 is m M #4 BAR Z t e"• 0 EH'`
CD r 2 M G r N O = OPENING e"• l� IZ-I a W
_9 C�o-
p Z co e B 8" in TOP ELEVATION Q IIIII
O_
O ¢ _ > S„ A B" 1N2" CLR. p Q
1 n r rr 1 rr 1 rr r rr 1 n LU CO C= M x 1 a x -w.I ( 101"1" O O CO
n yfl rr � �7 C S' > I PIPE WALL cc41 a
O 3 -3$$ 2 3 s
'` S I I THICKNESS VAflIES
[n m O 18 2 7crr fig" 2'tln 1�Bn W❑ Co 0 I W (MIN.) z I- It
2
CO O �tl �tl
A a> I I rr n I ~ EU O � �'I S m m - #4 BM Z H Z F
o zv ¢ SECTION H-Hr,3 2 a S - J-an -T �- I N
Z CO N CTI a Z n SEE NOTE SEE NOTE Co O r
J H F -1 SECTION X-X SECTION Y-Y PART SECTION Y-Y
Z a O 21/8" _ 21�g" z d 3 = O SHOWING DETAILS AT OPENING z�
O-4= H n N cm H N N N W O W YIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON YIN. HEIGHT, H) W W
3 - 1 �$ 2 .1 34 to DIM'S OF BOX A PIPE REINFORCING OL
Co
m (n OP l SOT. SLAB W. IN B CONC. BID(& SLAWIIE9 OFDIICIPE 8" THROAT
A y 0 O a PIPE SPAN WIDTH HEIGHT BARB - % BN1B - Y BARB - Z D[YEX910N3 IN BOX BOt l SLABS ONE PIPE OPENING
O y D A B H N0. LENGTH NO LENGTH NO LENGTH F G TOP BVA mr. ew WW11Fl. NI UB. M3F. E' II C. S. R.C. YD Z
f 3'-G" 2'-F" cc Z ,2" 9'-a. 2'-9" V-10" 4 3'-0" 8 4'.3" 2 4'-3" 4'-S" 3'-3" 0.187 0.271 0. 250 2] 1,046 0.015 0.032 0.046 O
01 LL 15 3 -8 2'-3" 2'-1" 4 3 -0 B 4'-3" 2 4'-3" 4'-8" 3'-3" U. 101 U.2]7 0.250 27 1.108 C.029 0.036 0. "a V
,B 4 •0 2'-8" 2"4" 5 3'-5" 7 4'-e" 2 4_9, 3'-e" 0.228 0.M 0.284 35 1.379 0.033 0.049 0.059 WMWWWWWW COW•••#
SECTIONE-E SECTION F-F 24" 4'-0" 2 2-10 5 3'-5" 7 4'-B" 2 9" 6'-0" 3'-8" G.22e 0.340 D.264 35 52, 0.059 0.085 0.053 LH.0 Rn, a•_W^ 9%4" K 4�-0" N a'. D^ # 4te" c'_n• . _. n n.. n e,. ,..,. .. .,. ,. ,,.., " n nm
SEAL
031315
�1f�F
RY.... F
S.
No.
Revision
Date
By
Designer GSP
Scale SCALE
NO
WY N DCOAT E R -PHASE 2
Topsail TownshipPender Count North Carolina
STANDARD D ETA I L
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337B Katy Freeway #377
Houston, TX 77024
713-822-3891
GSP CONSULTING P L L C
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-6
Drawn By
GSP
Date
JGnuG 2020
License #
P-0718
job No.
2014-0002

PRELIMINARY PLAT
SITE DATA TABLE
VICINITY MAP
VICINITY MAP
(NTS)
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 — —0_SS— 3
STORM SEWER FACILITIES —
WATERLINE — — W — W
FIRE HYDRANT ASSEMBLY *-84- +_W
WATERWAYS N/A
PROPOSED
X
PROPOSED LOT AND S.F. 5,000 s.f.
OPEN SPACE LABEL OA STREET SIGN
OPEN SPACE
404 WETLANDS
BUILDING SET BACKS - - - - - - - - -
PRIVATE SANITARY SET BACKS - - - - - - - - - FLOW DIRECTION
PENDER COUNTY, NORTH CAROLINA
MARCH 2O78
r 4r r
r r
w�r r
r r r
DEVELOPER/OWNER
Signature Top Sail NC, LP
9337B Katy Freeway #377
Houston, Texas 77024
PHONE: [phone]
PREPARED
BY:
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
PRELIMINARY PLAT APPROVED BY PENDER COUNTY FOR A PERIOD OF TWO
(2) YEARS SUBJECT TO THE PENDER COUNTY UNIFIED DEVELOPMENT
ORDINANCE REQUIREMENTS AND CONDITIONS OF APPROVAL.
PLANNING STAFF
DATE
CERTIFICATION OF SUBDIVISION
w w N N N N N N N f
IN H N
w
w I w I w I w I w I- I w I w
A COPY OF THIS PLAT HAS BEEN SUBMITTED. APPROVAL IS SUBJECT TO REVIEW;
THIS DOES NOT CONSTITUTE APPROVAL.
PENDER COUNTY UTILITIES: DATE:
PENDER COUNTY ENVIRONMENTAL HEALTH: DATE:
PENDER COUNTY ADDRESSING COORDINATOR: DATE:
w
11 INDEX OF SHEETS
©1
SHT
C-0
COVER SHEET
SHT
C-1
GENERAL NOTES
SHT
C-2
EXISTING CONDITIONS PLAN
SHT
C-3
SITE PLAN
SHT
C-4
UTILITY PLAN
SHT
C-5.1
GRADING, DRAINAGE & EROSION &
SEDIMENT CONTROL PLAN
SHT
C-5.2
OVERALL DRAINAGE PLAN
SHT
C-6
STANDARD DETAILS
SHT
C-7
STANDARD DETAILS
SHT
C-8
UTILITY DETAILS
SHT
C-9
UTILITY DETAILS
GENERAL NOTES:
1. PENDER COUNTY PARCEL NO.:
PIN 4214-12-8251-0000
2. TOTAL TRACT AREA: 10,198.265 SF = 234.12 AC.t
PHASE 9 AREA: 126,201 SF = 2.90 AC.t
3. ZONING: PLANNED DEVELOPMENT (PD)
4. THIS PROPERTY IS NOT WITHIN A SPECIAL FLOOD HAZARD ZONE PER
FEMA FLOOD INSURANCE RATE MAP #3720420400J, EFFECTIVE DATE 2/16/2007 AND
FLOOD INSURANCE RATE MAP /3720421400J, EFFECTIVE DATE 2/16/2007,
5. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS OR IS UNDER CAMA JURISDICTION.
6. THIS PHASE OF THE PROJECT DOES NOT CONTAIN 404 FEDERAL WETLANDS
GENERAL NOTES:
1. OWNERSHIP REFERENCE:
D.B. 2955 P.G. 10
2. PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED PLANNED DEVELOPMENT
(PD).
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. INTERIOR ROADWAYS FOR THIS ADDITION TO PHASE 2 ARE TO BE PRIVATE.
& A HOME OWNERS ASSOCIATION WILL BE FORMED PRIOR TO THE SALE OF ANY LOTS
AND MEMBERSHIP WILL BE AUTOMATIC UPON PURCHASE.
7. THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS PRELIMINARY 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 APPROVAL.
B. BUFFERS WILL BE PROVIDED PER CURRENT PENDER COUNTY ZONING ORDINANCE.
11. WETLANDS IMPACTED WILL BE MITIGATED IN ACCORDANCE WITH ANY REQUIREMENTS
OF APPLICABLE STATE AND FEDERAL PERMITS.
12. ALL LOTS SHALL MEET CURRENT PENDER COUNTY UNIFIED DEVELOPMENT
ORDINANCE REGULATIONS.
13. ALL PROPOSED OPENSPACE/RECREATION AREAS ARE NON -BUILDABLE FOR ANY
TYPE OF DEVELOPMENT EXCEPT AS RECREATIONAL FACILITIES.
SINGLE FAMILY DEVELOPMENT STANDARDS:
MINIMUM LOT DIMENSIONS: PROPOSED BUILDING SETBACKS:
AREA IN (S.F) 5,000 SF (W/SEWER) FRONT - 15'
MAX USABLE LOT AREA (?n 95% REAR - 20'
MIN LOT WIDTH (FT) 40' (W/SEWER) SIDE - ZERO LOT LINE
MIN CHORD AT ROW (CUL-DE-SAC) 30' (10' MAINTENANCE EASEMENT
MAX BLDG.. HT. (FT) 36' BETWEEN STRUCTURES)
CORNER - 10'
ANY PERIPHERAL PROPERTY LINE
STRUCTURES - AS PER NORTH CAROLINA
STATE BUILDING CODE
DEVELOPMENT DATA:
PHASE 9 AREA: 126,201 SF = 2.90 AC.t
AVERAGE LOT SIZE - 10,062 SF
AREA OF LOTS PROPOSED - 90,554 SF = 2.08 ACt
AREA OF ROW PROPOSED - 30,339 SF = 0.70 ACt
TOTAL PROPOSED ROAD LENGTH - 600 L.F.t
PROPOSED BUA
LOTS - 40,500 S.F.
ROADS - 19,800 S.F.
EXISTING - 347.035 S.F.
TOTAL - 407,335 S.F. (38.9%)
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
S4P �_Z3-IS
DeAla-SW
ivE.M.
!~PR 1 2019) L0
DEVELOPMENT NOTES: e SEAL °s
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE o e 031315 F
PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE.
2. PROJECT SHALL COMPLY WITH ALL CITY, STATE & FEDERAL ,���`•ocgQ�°�pQ�`;°°°
•e,, RY S. P
REGULATIONS. 0°%$B f °ZYJ18
NOTE:
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE & THE
STATE OF NORTH CAROLINA
PROJECT NAME: WYNDWATER - PHASE 9
GSP CONSULTING PROJECT #: 2017-0008

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 PITH 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. 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:
I. 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
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.
B. 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
�[31
Designer
GSP
Scale
Drawn By
Date
GSP
Morch 2018
License #
lob No.
P-0718
2017-0004
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 WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE 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 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
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.
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
CENTIPEDE GRASS
Seeding Dates
MARCH - JUNE
iLl�Z *
r �
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
10-10-10 FERTILIZER,
Mulch
DO NOT MULCH.
Mointenonce
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
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dotes
RATE (LB/ACRE)
40
RATE (LB/ACRE)
120
COASTAL PLAIN - DEC.) -APR. 15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil omendments
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.
Mointenonce
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
WYN DWATER - PHASE 9
ITopsail Township Pender
North Carolina
GENERAL GRADING NOTES
1. REASONABLE CARE HAS BEEN EXERCISED IN SHOVING 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.
B. 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 PENDER COUNTY
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
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,
AFIDAVITJRELEASE 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
BURGAW, NC 28425
VERSION #1 - OCTOBER 2015
API'l
SEAL
031315
S.
PREPARED FOR: GSP CONSULTING PLLC sheet No.
SIGNATURE TOP SAIL NC, LP 7
9337E Katy Freeway #377 E N G I N E E R I N G C-1
Houston, TX 77024 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
713-822-3891
1
1 ,

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Revision
Designer
GSP
Scale
1° = 1
Drawn By
Date
GSP
Morch 2018
License #
fob No.
P-0718
2017-0004
WYN DWATER - PHASE 9
Topsail Townshi
Pender
North Carolina
EXISTING CONDITIONS PLAN
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337E Katy Freeway #377
Houston, TX 77024
713-822-3891
APR 1 8 2618 � r
SEAL
031315
GRAPHIC SCALE
30 0 15 30 60
finch = 30 ft.
G, PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-
!

/1
_ / 1
4Qq N 46°33'37" A 893.39 - - - - - - 160' --- ---
N LOT 342 � .
I 40' PRIVATE 10,198 SF
+�0 RIGHT OF WAY
II I
�� I --- --- --- - -- 10 -
- - - - -
\ 4 II I — — — — _ 160'
CD
\ ' O
00
LOT 343
I I 10.483 SF
LOT 65 22 10o2915SF
5 I I II I /
16,666 SF
II II I — 160' _ C
II I 160' / LOT 95
14,974 SF
II II I I /
— — — — I / I I LOT 344
10,619 SF tOI `o I-� LOT 349
II II I � I`� 10,291 SF �I
J i , I
_ III I►
_
LOT 66 y 160' /
17,185 SF
I I I LOT 9
LOT 345 I ( I 13,182
I II II to to
9,578 SF ;o 9,157 SF to
LOT 348 vI \ \ I
-
I
130' 130' — . .. / \
I' I \
,1 p LOT 67
\ 16,294 SF
\ \\ \\\'to LOT 346 \ / LOT 347
\ 10,133 SF to 9,805 SF �
GENERAL NOTES:
1. ALL PHASE BOUNDARIES ADJACENT TO RESIDENTIAL LOTS TO HAVE A TYPE "C-3" BUFFER.
I 2. ALL PORTIONS OF PROPERTY HAVING FRONTAGE ALONG AN EXISTING ROADWAY TO HAVE A TYPE
"A" BUFFER.
1 • 1 ' I 3. ALL ONSITE ROADS TO BE PRIVATE.
Q R AD EaP MAX MAX I
i .c �O ! 4. ALL fOC RADII AT INTERSECTIONS TO BE A MINIMUM OF 30'. ALL FOC RADII AT CUL-DE-SAC
L— - - - I TO BE 35'. ALL CUL-DE-SAC TO HAVE 40' RADIUS TO EDP.
30' R
� I a
I
25'RJ 35'R 25'Rf`� I
I I I 28
24' 1.8' I I
�T'- 4V RIGHT-OF-WAY
8 24' L8� V-V 40' 20'
V-V �— I 430V'R
R/VV MIN -
(t0 I yAAfk 1 Q 2V 840'TO'Nab
y. 1 GUTTER ABc COTTER
40' 25' R R/W
VALLEY
25' R R/W 1130' R —
— — — — Residential Cul—De—Sac Road X—Section ..••••°•'••b.••
v > o C4 > Modified "T" Turnaround Modified Turnaround (w/ Volley Gutter) :.•� RO�i•y.�
9
(w/ Curb & Gutter Section)
------------------
= i SEAL $ 's
Residential Cul—De—Soc
Residential Cul—De—Soc =. 031315,r ,
(w/ Curb & Gutter Section) (w/ Curb & Gutter Section) °•�6 I Q� ••�
,••• RRl S. PP••s•••
0Bii•1'8
GRAPHIC SCALE
30 0 1s 30 60
1 inch = 30 ft.
No.
Revision
Date
GSP
Sale
1" _
WY N D WAT E R — PHASE 9
Topsail TownshipPender Count North Carolina
SITE PLAN
PREPARED FOR:
SIGNATURE TOP SAIL NC, LPGSP
9337B Katy Freeway #377
Houston, TX 77024
713-822-3891
GSP CONSULTING PL1 C
v J J V L
E N G I N E E R I N GC_3
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
jDrawn
Date
March 2018
P-0718
lob No.
2017-0004

1 11 1 4A
El
►► 1 l l
►► I 1 1
Igo 111 — -— —— — -- — -- -- ——
►�
Its
CONNECT TO EXISTING N 46°33' 3Z" A 893.39 — — — — — — — — — — — —
8" WATERLINE PROP 2" SDR 21 W/L
—W W - - W - W- W- - W- - - W - - - W - - - W - - -W - - -
f
ss— — —ss S Ss_ LOT 342
i I ICI 10,198 SF
+CO �Ss� RIGHT OF WAY
�I I
I _ I
--- --- --- —
—�\ — OHE OH OHE— OD —OHE— ORE— S —OHE— —OHE— —OHE — — —OHE— OHE OHE— — OHE— —OHE — — OHE— —OHE —OHE— OH —OHE— —OHE— C�i� HE— —OHE— —OHE— —OHE —OHE
\ 5
II 0 I N I
LOT 343 1 I 10,2910,483 SF LOT 1 S /
SF I /
LOT 65
16,666 SF
= N — —
0 I LOT 95
II II� WI � — —
14,974 SF
II II I�Azi
—— n I
U) LOT
10,6194SF I o: o I LOT 349 /
II III
10,291 SF
I /
Iy I
o
fCN
II oI III I a
LOT 66 yf (A — 4
I I I I I 17,185 SF oti
i I I
LOT 9
LOT 345 ( 13,182
III II I I i 9,578 SF i 9,,1157 SF
Zn
,1 I 1� INV. 2195 RIM=26.)\
1 1 1 LOT 67
INV. 21.11
16,294 SF LOT 346 LOT 347
� 7 I
�\ \ I 10,133 SF \ / 9,805 SF �FM— — —FM— F
PERMANENT /
BLOWOFF F
H
\ \ \\ \ 3F —SS— —SS— —SS— — —SS— — —SS— —SS3G —SS— _SS__ —SS— — —SS —SS— —SS c`�-^ —SS— —SS —SS— _SS
D
RIM=29.90 RIM=27.83 ElL❑J
INV.=22.08 INV.=23.00
Revision
GENERAL UTILITY NOTES:
1. WATER SERVICE SHALL BE BUILT TO PENDER COUNTY UTILITIES STANDARDS AND SPECIFICATIONS.
2. ALL UTILITIES SHALL BE UNDERGROUND.
3. WATER SERVICE TO BE A PUBLIC PIPED DISTRIBUTION SYSTEM OWNED AND OPERATED BY PENDER COUNTY.
4. ALL WATER AND SANITARY SEWER SYSTEMS WILL BE DESIGNED TO MEET RENDER COUNTY, PLURIS, LLC AND
STATE REQUIREMENTS. FINAL CONSTRUCTION PLANS WILL BE SUBMITTED TO ALL AGENCIES TO OBTAIN PERMITS
TO CONSTRUCT PRIOR TO UTILITY INSTALLATION.
5. ALL WATERLINES SHOWN WILL BE SIZED IN ACCORDANCE WITH APPLICABLE PENDER COUNTY AND STATE
REQUIREMENTS.
6. ALL WATER SERVICES TO BE INSTALLED BY DEVELOPER AND INSPECTED BY PENDER COUNTY UTILITIES.
Designer
GSP
Scale
1" _
Drawn By
Date
GSP
March 2018
License #
Job No.
P-0718
2017-0004
7. ALL MATERIALS SHALL CONFORM TO PENDER COUNTY UTILITIES REQUIREMENTS. NON -CONFORMING MATERIAL
WILL NOT BE ACCEPTED FOR FINAL CERTIFICATION.
8. A ONE YEAR WARRANTY PERIOD APPLIES TO ALL UTILITIES CONSTRUCTION. THIS WARRANTY PERIOD
DOES NOT BEGIN UNTIL NCDENR FINAL APPROVAL OF THE SYSTEM HAS BEEN RECEIVED. A WRITTEN COPY OF THE
WARRANTY WILL BE REQUIRED PRIOR TO FINAL ACCEPTANCE.
9. PROPOSED WATERLINE TO BE LOCATED IN A MINIMUM OF 5' FROM BACK OF CURB.
10. RJ GRIP RINGS TO BE INSTALLED AT ALL FITTINGS.
11. ALL VALVES TO BE LOCATED OUTSIDE OF PAVEMENT.
12. ALL UTILITY CROSSINGS SHALL BE COORDINATED WITH PCU AT PRE -CONSTRUCTION MEETING PRIOR
TO BEGINNING CONSTRUCTION.
13. COORDINATE HYDRANT DETAIL, TAPPING SLEEVE & FUTURE CONNECTION DETAILS WITH PCU AT
PRE -CONSTRUCTION MEETING.
WYN DWATER - PHASE 9
Topsail Township Pender County North Carolina
UTILITY PLAN
GENERAL SEWER NOTES:
1. ALL WATERUNES TO HAVE MINIMUM 10' SEPARATION FROM
ALL SEWER LINES, MANHOLES AND CLEANOUTS & TO HAVE
3' OF COVER AND 18" CLEARANCE WHERE WATER CROSSES
OTHER UTILITY LINES
2. ANY SANITARY SEWER SYSTEM OR ANY PORTION THEREOF,
INCLUDING THE PUMP CHAMBER AND SERVICE CONNECTION
PIPE TO THE COLLECTION MAIN, SHALL BE LOCATED AT
LEAST A MINIMUM OF 10-FEET FROM ANY WATER LINE.
SEWER LINES MAY CROSS A WATER LINE IF 18-INCH CLEAR
SEPARATION DISTANCE IS MAINTAINED, WITH THE SEWER
LINE CROSSING UNDER THE WATER LINE. WHEN CONDITIONS
PREVENT AN 18-INCH CLEAR SEPARATION FROM BEING
MAINTAINED OR WHENEVER IT IS NECESSARY FOR THE WATER
LINE TO CROSS UNDER THE SEWER, THE SEWER LINE SHALL
BE CONSTRUCTED OF DUCTILE IRON PIPE OR ITS EOUIVALENT
AND THE WATER LINE SHALL BE CONSTRUCTED OF FERROUS
MATERIALS EOUIVALENT TO WATER MAIN STANDARDS WITH
FOR A DISTANCE OF AT LEAST TEN FEET ON EACH SIDE OF
THE POINT OF CROSSING, WITH FULL SECTIONS OF PIPE
CENTERED AT THE POINT OF CROSSING.
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337B Katy Freeway #377
Houston, TX 77024
713-822-3891
TOTAL LINEAR FEET WATER PROPOSED
689 LF - 2" SDR-21 WATERLINE
APR 1 3 2018
Ai
SEAL
031315
GRAPHIC SCALE
30 0 15 30 60
1 inch = 30 ft.
GSP CONSULTING, PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-4
1

I I ` III ( ( \ ` x24,75 _ -24.08
-
El/ .- - - - - _ \ /'
[[ z21.40 x2301x 2JJ0 x24.iI
- - - - - - - - - - ,- _ - _ _ - - - - - - _ - x24.2 x2343 x23.90
xik - - - - x23J0 x2392 x24.16
(I x2335 454
'I] Ili I o - -
�pry �25 J1
x2'0 I � 1 �- � x23s5 x23,15 x2306 x24,02 x23.42
1 /tom i x23.42 x24.0
IFSTVR��Sr'r xMW x00 x25N -
x21.31
x211
��e���5
�by-- ar x25.11�34LIMITS OF x2alz
IRSMb_
\ 24.96 i
C6 \
\ \\ I \
- \
-
C5W
BOAFI
I1�
I
25.2
S-- -SSA \T MPORARY x25.83 91 \CIE LOT 342 LIMITS
5�s4 x75f7 10,198 SFVDISTUR
2'10E
+00 x25.48 -25.65
-25.53 x25 -24.39 -26.71
- TS -z7I0P2 P x26.93
CD DI A
CD \ 5
� \V)28
I `\
I I \ x27.80 1 LOT 343 I \
I I \ LOT 3
x27.13 I 10,483 SF \
10,291 SF
za.3s
5 I I LOT 65 \ z 1 \\ \
III x28.23 I I i 16,666 SF\ 1
J 'x g. 5.5411 1 x2 .76 I I \ I I \
x 7.96
II I I II x28.30 1 12652 \
11 \\ I I I I I N LOT 344
-26.45 I \ 10,619 SF I I \ LOT 349 x24.71
c(,
I II \\ II I x27.45 \\ I x2 .24\\ 10,291 SP.48
I \ \ 505
J II o\I; II 1 \\ x26.67 \\ r �E�PP _
-28.37 2a1t7 \
+- III I - x27-B2_
I o I LOT 66 y \\ - 6� 6�
II II IIx27.9s 17,185 SF °
6oti \\ I \\ f ?&'� 6
21 \\ \\ x25.
TR
I \ 1 x25.91 \\ 25� \ xa�.oa
28.��
\ /
\\ I j.
2. -_ -'x \\\ \ \\ // x27.3
-27.57 LOT 345 / \ \ \ 25B0
I I II z o5 9,578 SF / 5W \ x2j14, LOT 348 \ \
x2J 86 I1 \ 1 / * -30.25 30.
`\ x67 1 9,157 SF
x2�.x27.30
\ I I I II II `<II x27.52 \ I / x29.69 1 \ \ -26,37
I
.87 I I I I I \
1 \ x26.34
I � I I 25� 25� 3 � \ \ - - �fa�illtii�
x2 3' x 4x tn \ 311111
I \ �--------''�� -126. \ x29.60 25 // x27.29
76 1 -27.54 \\ _111111111iff-11111
-27.85 1 , , O \� LOT 67 r _ _ \ ffi / \
4 16,294 SF / \ zzto \ 25 za.1s x27.92
CE xz+. -24.50 /
1 � \ \\ x24.87
3
/ x 23.87
x24.94 /x24.69
x x2063 \\\
x 21,25 x23
4 EXISTS
/ WET DETENTION
BASIN
x24.78 x24.20
24, / x23.49
x 22.53
2 11
ji
It / 47
-2µ73'
/ il
x2506 x 24.49
al
x z25.14. .
. 2 .
-�0.5
21
Eby
\ d I
' x
zs7
-
do _ _ \ 9 / LOT 347
/ zal2 l - - - _ \ 9,805 $F
LOT 346 \ \ w \ \
\ x27.25 ( ix28+29 \ 10,133 SF / / \ \
x27.76 \ x27.46
xza.tt xzt�.9s x2869 \ SILT \ \
FENCE (TYP) \ \
27 \ \ s T-
\\ � ` �\ c \ ( 3G LIMITs OF
269( g 1 -SS- -SS- -ASS- - -SS- - 7-`5S�- -SS - -SS--DISTDRBA - �--ss- - -SS - -SS-
`\ \gyp 7.P9 /\/ \\\\ \\ u \\ - - - x2e.11 \ x28.77
26.9
\
\ Y \\\ \ \ -28.22 x 7.63 \
\/ \\\x\1 x128.08 x28.16
26,65
�
, a7 o�
STORM TABLE
FROM
TO
LENGTH
ft)
DIAMETER
in
SLOPE
%)
INV. DIN
(ft)
INV. UP
(ft)
RIM
(ft)
MATERIAL
2
1
36
24
0.30%
21.00
21.11
26.00
HDPE
3
2
279
24
0.30%
21.11
21.95
25.04
HOPE
4
3
72
18
0.30%
21.95
22.16
25.82
HOPE
5
4
113
15
0.30%
22A6
22.50
25.82
HOPE
6
1 5
1 25
1 15
1 0.30%
1 22.50
22.57
1 25.82
1 HDPE
Designer
GSP
Scale
1" _ '
Drawn By
Date
GSP
March 2018
License #
job No.
P-0718
2017-0004
WYN DWATER - PHASE 9
Topsail Township Pender County North Carolina
GRADING, DRAINAGE & EROSION
& SEDIMENT CONTROL PLAN
-25.47
LOT 95 11
14,974 SF
/
x25.60
/
(
( LOT 9
13,182
25.76 it
1x2599
x26,08
it
26.34
-26.38
\
x26.00
x25.0
zl.6o 'k 2290
JCE / -27,3�
/-FM- - -FM- F / \\ -24,52 -23.41
26.89 x27.52 \
\ x25.62
S
�s- - -ss - -ss- -ss
-26.93 / \
/
\ x26.95
1. A DRAINAGE PLAN THAT WILL INCLUDE ALL PORTIONS OF THE DEVELOPMENT SHALL BE SUBMITTED. THIS PLAN SHALL BE PREPARED AND SEALED BY A
REGISTERED ENGINEER. THE PLAN AND FACILITIES SHALL PROVIDE FOR A DRAINAGE SYSTEM FOR THESE AREAS THAT WILL ACCOMMODATE THE
TEN-YEAR STORM EVENT WITHOUT FLOODING OR SUBSTANTIAL PONDING OF WATER IN THE AREAS INCLUDED IN THE PLAN. THE PLAN MUST ALSO
ACCOMMODATE ANY DISCHARGE FROM PROPERTIES IN UPLAND PORTIONS OF THE DRAINAGE BASIN THAT FLOWS THROUGH THE PROPERTY FOR THE SAME
STORM EVENT FOR THE TYPE DEVELOPMENT FOR WHICH THAT PROPERTY IS ZONED. THE BOUNDARY OF ANY DRAINAGE AREA ON A PORTION OF THE
SITE AND/OR UPLAND FROM THE SITE AND DRAINAGE AREAS BETWEEN STORMWATER DISCHARGE POINTS FROM THE SITE TO THE RECIPIENT PERENNIAL
STREAM SHALL BE SHOWN ON A MAP (COPY OF 7.5 MIN. USGS QUAD OR SIMILAR MAP). ANY DRAINAGE FACILITY RECEIVING STORMWATER DISCHARGE
FROM THE DEVELOPMENT SHALL HAVE THE CAPACITY TO CARRY THE ANTICIPATED STORMWATER FLOW FROM AREAS THAT DISCHARGE THROUGH THEM
FOR THE 10 YEAR STORM EVENT FROM THE POINT OF DISCHARGE AT THE DEVELOPMENT TO THE RECIPIENT PERENNIAL STREAM WITHOUT OVER FLOWING
THEIR BANKS. THE LOCATION, SIZE AND/OR CAPACITY OF ALL STRUCTURES INCLUDED IN THE DRAINAGE SYSTEM AND RECEIVING DISCHARGE FROM THE
DEVELOPMENT TO THE RECIPIENT PERENNIAL STREAM SHALL BE SHOWN ON THE PLAN AND CALCULATIONS USED IN DESIGNING THE DRAINAGE SYSTEM
SHALL BE SUBMITTED IN A LEGIBLE FORMAT. THIS PLAN MAY BE INCLUDED IN THE STREET AND DRAINAGE PLAN, STORMWATER MANAGEMENT PLAN OR
ON THE PRELIMINARY PLAT, AS LONG AS THE DESIGN PROFESSIONAL CERTIFIES THAT THE SPECIFIC DRAINAGE PLAN SUBMITTED COMPLIES WITH THESE
REQUIREMENTS AND THE INFORMATION REQUIRED IS SHOWN OR SUBMITTED.
2. EASEMENTS FOR EXISTING AND PROPOSED UTILITIES INCLUDING EXISTING & PROPOSED DRAINAGE FACILITIES SHALL BE PLACED ALONG THE CENTERLINE
OF SUCH FACILITIES. SUCH EASEMENTS SHALL BE 20 FT. WIDE AND CENTERED ALONG COMMON PROPERTY LINES, UNLESS NATURAL OR TOPOGRAPHICAL
FEATURES INDICATE OTHERWISE.
3. DRAINAGE EASEMENTS ALONG NATURAL DRAINAGE WAYS SHALL EXTEND AT LEAST 10 FT. BEYOND THE TOP OF THE BANK OF THE C+FANyEtIsu
DEFINITION OF NATURAL DRAINAGE WAY), s
8
2018 1
GENERAL STORMWATER NOTES: ••••"c,R�''y.
1. ALL STORM DRAINAGE TO BE CONSTRUCTED PER NCDENR, NCDOT & FENDER COUNTY STANDARDS. ��.•' .. �!/
2. STORM WATER MEASURES FOR THIS DEVELOPMENT WILL BE DESIGNED TO CONTROL THE POST DEVELOPMENT QUO .y9< 9 ••.:
PEAK DISCHARGE FOR THE 10-YEAR STORM EVENT SO AS NOT TO EXCEED THE PRE -DEVELOPMENT PEAK = SEAL
RUNOFF DISCHARGE RATE TO MEET PENDER COUNTY STORM WATER REGULATIONS ' 031315
3. BEST MANAGEMENT PRACTICES FOR E&SC TO BE UTILIZED TO PREVENT EROSION FROM OCCURRING, ••'•., Cq"K;It�
ELIMINATE SEDIMENT TRANSPORT AND TO REDUCE RUNOFF VELOCITIES IN ORDER TO PREVENT SCOURING 'y,,,RRY S Pp••o••
AND EROSION. 0 }'t8fx18
GRAPHIC SCALE
4. ALL DRAINAGE EASEMENTS ARE TO BE A MINIMUM OF 20' IN WIDTH. 30 a 15 30 60
1 inch = 30 ft.
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337B Katy Freeway #377
Houston, TX 77024
713-822-3891
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5.1

"--------------- IN \ -------
ix'"i�l L� xttsal --�i �� ` \-----------------
/. : :_'------------------------ '�_`-----_�'-_--_'------ - ccccc=------_--_-----
//�/__- -_-_ III IIx ----- tea---- - - - - - a1HNAiF_54_--c _a _a _a_ p a a _p
='•�`�__ wl )s 23.42 '^------------------------ _----_'1-----------=-=ern.
N11949 x ------_---_--------_-__--_- _ -.-- -------------------
.� I I --- ----��
10.9) ! ! 200----------------- _ -
/i / xt5Ji9-- ------ i a31 _ -----/ :� N 46'3a7' NL-89339 - - -J-z - i.w9 - - -----__- 1+f �- - --__- --- ----- ----- ----
r
-23.40 / / / �+00 /Lorca -� I x2 2 / x26/32 / x26.74 / 1 •il. \
x2 \ .�� �7 -25.83 - ( gees . ' . -24.50 / x25.8 I =27.54 II
i--- H i----�-f-- x 6. I °27�5�1-2f,-24 / . .3 -24,87 \\ / / I 1 I \\ �I
13+00 12+00 x23.61 / 1 +00 / _/ \ 00 x .1 5 .// \ I x23.87 \x4 05 -24.41 \ /-----2�° 725 1 I- x25.39 \ d25----_-- \
oos x 43 > also x22
ll Y�
\� II I - - - - -x 25.09 - -xza zo - - - \ / ( 1" \ x26,56 2 -- _ -
���CCC e.oz 4d1159 I _y1 x24.94 24.69 5 72I -16.86 / - - x2616�1 c - 27 71 x27.94
\ - - �- ��77 EIPP x25.5' '/ V mi 9z LBr 9e2ad
EIPP x26.93 a p xzo.e3 I 1 LOT 96 L r s9 Lo Im LOT 101 \ I
o �7.5z DETENTION BASIN ` �?e.) !I n.zs I I' a s I �n s 2 j0 asn s I \\ LOT 102 I LOT 10
\ x � of Ids 1 I - - \I \ 1 1 14n0 ff // 446) ff 45)I ff
,.
lv I \\ I PROPOSED WET / / / I / J y i 14sn s I 4sn s \ I asea ff J 9oii s I 1
I)-Az
I 127.8° 2z13 a`°'.5"'ff I \\ ,'°'�„ / 7a DETENTION BASIN I 11 ( // I I, I I 1\ ` \ \ 27.66
x26.91 ( \ / 1 x25.47 I \ i j- _
1 I �I II V x 128 III 1 -28,35 14esa l I - - - - / / 7z I xza.n `� \ DESIGN BOTTOM=14.0 xz6.so // .2�� . / IQ1p s - xzF{�D
x 7sIII I \ - \ 1E010T STORAGE=13.0 1 z6.t 27.Xe 90 z7.z4
87 \ I fI II xal \ 1 I I \ I L - Lo195 - - /� 7.01 27. x2758 x28,24 I
x ✓ x �v tz y7fxzzm u.9x276 / :26 45Lor 7w 41 \ x24 8.14 c+
x 6.24 \ wln a@5.48 \ -� / /(
® x27.63 I II d I I x27.4 \\ x \ =zs.m /. -,r x25.60 // 1 a Izd� �L I-T-
I 26.67 EIPP I _
\\ \I 28.3 .20 II I \ - - _ - \\ J i I /��- .. 4t _- ��- 16g3 _=� 1 +�00 = _ _=1�+00 = _ _14300- _ _ = 13+00 = 12t0�1 \ s* 28.05
- \ �� LOT m \ \ L /-x26.56 , // x27.28 - - - - - &- - \
/A' \
�I I I '-' 27.99 EI \ Jx/ / x27.33 x27.42 �\\
x 20.93 II I \ I--, 1 \ \ x27.3T x 6.04 222111111
1z I I I x22.05 >A23. 9 L-1 J IIJ I- 2g0g \ x25.97 - \ \ \ \ / / x27 39 7 , / LOT
w �
ll' \ LOT sn \ \ x2K60 I lusts x 4
26. 9 I�2)27.57 x w 1
x lyres / / \ \2� \ x 7.x25. x 7.05 x27.39 x 7 27.Lor 1m '8 05 �gryzs \ 27. I �q _ x26.57 / x 7.06 Sd 7.51 x27.3 2a73, zs �Q
185
\ I I 45ms I I L27.03 x2 II II =2 - \ x30.5 30.671 ',l ., .-. x 6.0� / -27.43 \x3'7 9. \
1 � - _ -�r2 . 9 x27.35 x27.45
\ x�6 x29.69 \ / - / x27.4N^27.41 27.43 x27.46 >�/3� x27.57
I I I I I \ 26.3 \
x27.87 I \ - I I 1 \\ *26. 25%-26.38 I x26.34 26.39 I I I I 27.d2\\� k
xuw9z \ - x26.00 x25.08 / x 7.39 tot 91 LOT w27,07 Sa
\ �" x29.60 / / ztso 1 Later 9zs xp7.27142 s )dad s 2 .15 z,185 s z s ).z� s L s LOT m
x 19.42 I I \ x 26.73 627.73 1 11 xt 7.76 - - - .�� _ \ 7I LOT e9 Loi m LOT a) ) ),IA s Lasis s
LOT a7 I \ \`\ / ""� x27.54 \\ \ // � �> luheat `4�.1'190 / IM 5F I I x I I x27.�de x27.214
�I I x21.04 Lor I01 \I ( 27.31 x27.85 $ 1a.za s x27.10 - \ 2-28.15� � �-90- / x21.32 27.23 x27.44
+ / - x27.92 x27.36
\ ' -� / x25.42 1 27.51 x x27.11 i` \ x27.25 - - \ / \ \ x27.15 2W20 �y27��
x 19.35 I 4s,es x23.t3� 27.08 , `$ `\ / x\28-1 -\ 10.ws \ �// 9101ems\\ \ / \ x24.522341 \ x 7.ta 7x7 zs0°��7, 1
a lI II 123.94 111 1\ x27.54 ` \ \ \\\ \ x21.2 \ / 4d \\(\
x28.11 .28. 8 =28.69 \ x 7�6 \ x27. 6 \ / x - x - 1 - -x2 .3 -
1 x46 g� \ ' _/ \ - \ \ \ / ^ I x27.5'Y \ \ \ - x27.36 / ^2WOOp fN 60m C z7 ere 2 / /
x z0. -. I \ x 5.62 y/..r-�.,, Z� - \ A //, >�
1� I \ x2�d, p x27.68 \ \ - J\ \ \ -25.45 \ x2 57 ItT�m
\ x 7.37 27.82 x26.90 /
"�I I I \xz).01 ` 7. �(\ - - - - - x2a1+ x28.77 \ / �� \ x2�`19 / f�
8.)007 1 -27.16 Ix27.29 II ��\ 8\` \ \ \\ T�26
\ \ 28.O I x22.06 1 1 \ \ \ r \ \\ 28.08 -28.16 x28.22 \ 7.63 9sr -' \\ _ \ x�
x20,% xn.18 F0,
tr I I . -22.37 1 x26.19 I \ \ 26.65 \ \ x 7.92 j .21 - - _ \ /
/ or as 27.70 I R \ IIP \ \ LOT 84 \
//� xF \ \ \ 19.645ff I 4A x28.77 x/. xzau \\ xll x27.97 \\ x24.4 \ I u.asds \ j/
27.25
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a .315"---- - - ' / / \ \ \ / x I \ I \f\ I I ( / I x27, 90 \i'\ I d \\ x A // / \a/ LOT da
727.91 x28.2�. \ I/ / 28.40 �B.Ot / x25. 2 2 91 Lorm i Is,lws
III{{ x21.48 / / / / \ 2 \ -28.42 LOT n Lorn LOT )4 LOT n 27.71 Lor m / LOT r8 \ \ LOT 82 -27.54 n.012 s
" fI I \ \ \ Lot 69 LOT 10 LOT 15 \ n,Om ff 14.578 5F IA945 SF LOT 17 \ 12.Om ff LOT 79 LOT Or IZ240 ff
O v LOT 1m / \ z,am s xam s - _ I Ii0005 s \ 27.35
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I � s94zs x 3.94 � \. x27.49 I \ 1
23,74 / 1 5 \ \` \ \ x27.34 I 28.21 ��07 x27.70 x27.78 / 1 \-ypk /
x l 5 Il x I / / x / xzzaz 1x26.89 \ \ \\��2 ,35 \ x27.27 x28,27 \ x2T8i �/ 1 \\ \\
�� - a / 32.37 /x 28.44 x48A0__ \\ %6 \\�� \\`237d5 II x28.62 x28.15 \\ x 7.99� x28.30 1\ \ \\ x28.25 /
27.4 1 28.43 _ - - - - 28 T7 \ \ 26.1 25 a \\ )7.78 / 27.75 7 96 to
.90 / II I x21.98 x23�lsren¢v \7.9J7.5� 1t; \ \\ \ '\ / _ x31 - - T_28.26 - 28.33 - - -28.5 - - 28.09 II II - - - - - - - - - - = = _ 27.- - - - - - - - - - 27.55 28.86
1 ( \ \\\ x2 21( x31.55 0 - I$I -INI \\ 83 \ \ \k
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TLWLOT s / e49 \ \ \x \ \� -\-x28 x30.67 x2&01 -98 30 \ � x20.87 � \ / / /
--- \ \ -� =089 - - __ _ _ _ = _ - - - - - x28 - _ �8.55- _ - _ _ _ __ - -� _ _\� 2545x2.15t
I / / 28.77 1 3fp 8. x30.87 - - g7- -' �pg37 - - _ <- - - _35-
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x 6.94 / x40543 / 1 x �` I- '- x3 g �� --�+� _ )� -I--+ -- F -F + -i t• _=35++00 -mo t `�-F �g,6
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1[[[/// / // / \ \ x 7 - x28.67 _ a28.B2_.-i�' 3�N00xZ _� / \ x2 76 x 75
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\
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x28.6 '2p°
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x DETENTIOk BASIN \'27"6a\x26.6`R6.8026.85
\ \
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\\ \ 1x2Z53 \-x28.80 \ \\
2. 9\ 4 r2ice x2 .60 \\ x 8.95 x28.57 // x27.70 \\
27 14 x27 "x 7.137.52 (- 27.76 \ \ \ \ 128,84
- \ - -' x28.0� -28.64 -28,98 - -
I `I \ \ / / / J \ \ k7.53 \J x26.69 I x26. V6.7526.84 -?7.08 \ -27.23
/ -24.36 / / \ �, \ %2j,79 x 7.05
x25.4/ / ` \ \ , I'27z„ x2 i.55/ x0Ji
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J.45 / \ / I I I \ 1q 1 I4�) ff 1I,906 3 \ IZ n96V: p
x29.17 27. 1
Idq-CZZ x29.79 \\ -26.19 2d 36 \\
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x�.03 xt� 5 /
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7799��11`12.2z�.Y I �\ 2255
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% 27. $
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29,9
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i 28. S9
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I LtI I I/ I I I
I I r���I41 111 II �
x28.4o\\ 29.79I // a�9s1 I HOLLIS EDDIE EARL I HOLLIS EDDIE EARL
HOVEY THOMAS L GRINVEST GARDE I. \\ I I 6HO�L74S11et of ARL JR et ol
0000 4214-11e8980-0000 I t ol 4214-11-9862-0000
INVESTMENTS c
et of 4 14-12-5195-00 9 I I / \ // PENDER CN Y "- ZONING' PD ZONING: PD
4214-12-5241-0000 ZONING: PD / \ .4214-12-70250000 ZONING: PO
ZONING: PD Y - _ ZONIAI P
!I //29.20 /7 x28.93-2�sa).A1 x 8.16
/ (.&M8 / \
/ I \ FNBXMO
- - - EAP
KENO
\\-F1 &0 ?EP1P
7.as _ _ �
- L- - ` \--�-
' EIR OISN EEO' aP _ i!'OSYV E
- -�N975 CP
-27,93 60' R/W (PUBLIC)
Designer Scale
GSP 1' = 60'
Drawn By Date
GSP March 2018
License # job No.
P-0718 2017-0004
LOT 60
12Am ff
I \I^ \ I
59 LT x2?'95 1]°Op 4 I}0005Y
\ I x28.47
\
-27.61 \
\ x28.12
x27.3
x28.12
LOT 57
12.Om ff
-28.80
I
LOT 56
loam Sr
x 28.941
1
1
I
x 28.96
xha.9s
I I I
I I I
CRAWFORD JASON ROY I HOLLIS DURWOOD J et of I BENTON JENNIFER DEANN
et al 4214-21-1626-0000 ZONING: TRUSTEE
4214-21-0755-0000 PD 4214-21-2519-0000
ZONING: PD I I ZONING: PD
WYN DWATER - PHASE 9
Topsail Township Pender County North Carolina
"29.`L x28.74
28.78
LOT ss 1 LOT S LOT 41 x 28.79
12.0os s \ 12.005 s 12.005 ff x 8.66
-29.24 I \ \ I x 8.57
14 x29,73
HORN RONALD TROY
et of
4214-21-2489-0000
ZONING: PD
1 \\ x27.
1 24.01 AC.
x28.61 \ x2 � x28.84
DRXINAG AREA
36---I 0 WET 27 6--
\ \ / - .DE-T BASIN _ - - r
\\ x2763 x23. 1 -----I J14913 zaps \I
\-� or ox7763 I //
LOL 52 LOT 51 T 50 LOT 49 LOr a c, _ 1LOT ff LOt LOT 45
12.M s x2B.88 1z.005 > - - - -� s x �,a)a¢ s 12k004S45 - 1 \ 1 15,4u s x 2216
L \ _ I x28.72 x�2&3811j 1
1 x29.21 -28.49 I ��
\\\ I✓/\ x28. I ---- _______________
_ � 9gq�99 8.3D \\ _ x2H5 \ x2i� - - "29.27
-30.23 7 \ cF�.$ =29.2t xFN B \ -28.88 29.4E \ \ \
1 129.27 -
FN W BOWW FN B -j 5'SZx E J47S.39 (TOrAI) FIEeP
WALKER STEPHEN LUKE SOBCZAK DAN,�DOpa 28.44
f 28.13 et al 4214-21-7092-0000 � 4214ZONING:6P[) °'SZ / PITTS iA
I I
I I
I I
MAYO REBECCA COLE ET AL DWYER MATTHEW T
et of 4214-21-3472-0000 I et al
ZONING: PD I 4214-21-4365-0000
ZONING: PD
I I
OVERALL DRAINAGE PLAN
I
WHALEY SEAN el
01
4214-21-5247-0000
ZONING: PD
----I-----
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337E Katy Freeway #377
Houston, TX 77024
713-822-3891
ZONING: PD 4214-20-9
I / ZONING:
HALL THOMAS F JR /
NASH COREY LEE I et al ' LOT 230 LOT 251
et of 4214-21-7101-0000 sdas alms \
4214-21-6128-0000 I ZONING: PD
ZONING: PD
PALIOTTI JOSEPH
\ / el of
4214-20-8759_0000
AN 1 8 Z018 '
a ,
c
SEAL
031315
GRAPHIC SCALE
60 0 30 60 120
finch = 60 ft.
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5 9 2
I `I \ \ / / / J \ \ k7.53 \J x26.69 I x26. V6.7526.84 -?7.08 \ -27.23
/ -24.36 / / \ �, \ %2j,79 x 7.05
x25.4/ / ` \ \ , I'27z„ x2 i.55/ x0Ji
- \ a7 -h 81 x29.21 \ 1, I LOT w x26.08 ppiirroo
J.45 / \ / I I I \ 1q 1 I4�) ff 1I,906 3 \ IZ n96V: p
x29.17 27. 1
Idq-CZZ x29.79 \\ -26.19 2d 36 \\
'J'°' 1x?2a.18 \ .42 / / / / 1 \ / 1 `
/ \ \ / \ 2s.os g sa \ x27 t9.®e
x�.03 xt� 5 /
I �-223 \ \
�/ /� !�. / \ x28.18 j I \\ \\ x26.24 x2 .27 \
7799��11`12.2z�.Y I �\ 2255
xZ2l'/ \ \ \� // x27.80 \ / I x28.29 \ -27.72,/ x2 .9�� , x27*27.4
44gg 1
\ P29.04 �---\ x28 T5j x27.22
I- -, x27.21 I / 81 we �+C x2720 - 740
% 27. $
I r2N6 as / �/ / I x27.5 x27.81
29,9
FNCa
i 28. S9
xWE
zn III I '28.50 / x29.90 xy9.62 I I I
I LtI I I/ I I I
I I r���I41 111 II �
x28.4o\\ 29.79I // a�9s1 I HOLLIS EDDIE EARL I HOLLIS EDDIE EARL
HOVEY THOMAS L GRINVEST GARDE I. \\ I I 6HO�L74S11et of ARL JR et ol
0000 4214-11e8980-0000 I t ol 4214-11-9862-0000
INVESTMENTS c
et of 4 14-12-5195-00 9 I I / \ // PENDER CN Y "- ZONING' PD ZONING: PD
4214-12-5241-0000 ZONING: PD / \ .4214-12-70250000 ZONING: PO
ZONING: PD Y - _ ZONIAI P
!I //29.20 /7 x28.93-2�sa).A1 x 8.16
/ (.&M8 / \
/ I \ FNBXMO
- - - EAP
KENO
\\-F1 &0 ?EP1P
7.as _ _ �
- L- - ` \--�-
' EIR OISN EEO' aP _ i!'OSYV E
- -�N975 CP
-27,93 60' R/W (PUBLIC)
Designer Scale
GSP 1' = 60'
Drawn By Date
GSP March 2018
License # job No.
P-0718 2017-0004
LOT 60
12Am ff
I \I^ \ I
59 LT x2?'95 1]°Op 4 I}0005Y
\ I x28.47
\
-27.61 \
\ x28.12
x27.3
x28.12
LOT 57
12.Om ff
-28.80
I
LOT 56
loam Sr
x 28.941
1
1
I
x 28.96
xha.9s
I I I
I I I
CRAWFORD JASON ROY I HOLLIS DURWOOD J et of I BENTON JENNIFER DEANN
et al 4214-21-1626-0000 ZONING: TRUSTEE
4214-21-0755-0000 PD 4214-21-2519-0000
ZONING: PD I I ZONING: PD
WYN DWATER - PHASE 9
Topsail Township Pender County North Carolina
"29.`L x28.74
28.78
LOT ss 1 LOT S LOT 41 x 28.79
12.0os s \ 12.005 s 12.005 ff x 8.66
-29.24 I \ \ I x 8.57
14 x29,73
HORN RONALD TROY
et of
4214-21-2489-0000
ZONING: PD
1 \\ x27.
1 24.01 AC.
x28.61 \ x2 � x28.84
DRXINAG AREA
36---I 0 WET 27 6--
\ \ / - .DE-T BASIN _ - - r
\\ x2763 x23. 1 -----I J14913 zaps \I
\-� or ox7763 I //
LOL 52 LOT 51 T 50 LOT 49 LOr a c, _ 1LOT ff LOt LOT 45
12.M s x2B.88 1z.005 > - - - -� s x �,a)a¢ s 12k004S45 - 1 \ 1 15,4u s x 2216
L \ _ I x28.72 x�2&3811j 1
1 x29.21 -28.49 I ��
\\\ I✓/\ x28. I ---- _______________
_ � 9gq�99 8.3D \\ _ x2H5 \ x2i� - - "29.27
-30.23 7 \ cF�.$ =29.2t xFN B \ -28.88 29.4E \ \ \
1 129.27 -
FN W BOWW FN B -j 5'SZx E J47S.39 (TOrAI) FIEeP
WALKER STEPHEN LUKE SOBCZAK DAN,�DOpa 28.44
f 28.13 et al 4214-21-7092-0000 � 4214ZONING:6P[) °'SZ / PITTS iA
I I
I I
I I
MAYO REBECCA COLE ET AL DWYER MATTHEW T
et of 4214-21-3472-0000 I et al
ZONING: PD I 4214-21-4365-0000
ZONING: PD
I I
OVERALL DRAINAGE PLAN
I
WHALEY SEAN el
01
4214-21-5247-0000
ZONING: PD
----I-----
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337E Katy Freeway #377
Houston, TX 77024
713-822-3891
ZONING: PD 4214-20-9
I / ZONING:
HALL THOMAS F JR /
NASH COREY LEE I et al ' LOT 230 LOT 251
et of 4214-21-7101-0000 sdas alms \
4214-21-6128-0000 I ZONING: PD
ZONING: PD
PALIOTTI JOSEPH
\ / el of
4214-20-8759_0000
AN 1 8 Z018 '
a ,
c
SEAL
031315
GRAPHIC SCALE
60 0 30 60 120
finch = 60 ft.
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5 9 2
Designer Scale
GSP 1' = 60'
Drawn By Date
GSP March 2018
License # job No.
P-0718 2017-0004
LOT 60
12Am ff
I \I^ \ I
59 LT x2?'95 1]°Op 4 I}0005Y
\ I x28.47
\
-27.61 \
\ x28.12
x27.3
x28.12
LOT 57
12.Om ff
-28.80
I
LOT 56
loam Sr
x 28.941
1
1
I
x 28.96
xha.9s
I I I
I I I
CRAWFORD JASON ROY I HOLLIS DURWOOD J et of I BENTON JENNIFER DEANN
et al 4214-21-1626-0000 ZONING: TRUSTEE
4214-21-0755-0000 PD 4214-21-2519-0000
ZONING: PD I I ZONING: PD
WYN DWATER - PHASE 9
Topsail Township Pender County North Carolina
"29.`L x28.74
28.78
LOT ss 1 LOT S LOT 41 x 28.79
12.0os s \ 12.005 s 12.005 ff x 8.66
-29.24 I \ \ I x 8.57
14 x29,73
HORN RONALD TROY
et of
4214-21-2489-0000
ZONING: PD
1 \\ x27.
1 24.01 AC.
x28.61 \ x2 � x28.84
DRXINAG AREA
36---I 0 WET 27 6--
\ \ / - .DE-T BASIN _ - - r
\\ x2763 x23. 1 -----I J14913 zaps \I
\-� or ox7763 I //
LOL 52 LOT 51 T 50 LOT 49 LOr a c, _ 1LOT ff LOt LOT 45
12.M s x2B.88 1z.005 > - - - -� s x �,a)a¢ s 12k004S45 - 1 \ 1 15,4u s x 2216
L \ _ I x28.72 x�2&3811j 1
1 x29.21 -28.49 I ��
\\\ I✓/\ x28. I ---- _______________
_ � 9gq�99 8.3D \\ _ x2H5 \ x2i� - - "29.27
-30.23 7 \ cF�.$ =29.2t xFN B \ -28.88 29.4E \ \ \
1 129.27 -
FN W BOWW FN B -j 5'SZx E J47S.39 (TOrAI) FIEeP
WALKER STEPHEN LUKE SOBCZAK DAN,�DOpa 28.44
f 28.13 et al 4214-21-7092-0000 � 4214ZONING:6P[) °'SZ / PITTS iA
I I
I I
I I
MAYO REBECCA COLE ET AL DWYER MATTHEW T
et of 4214-21-3472-0000 I et al
ZONING: PD I 4214-21-4365-0000
ZONING: PD
I I
OVERALL DRAINAGE PLAN
I
WHALEY SEAN el
01
4214-21-5247-0000
ZONING: PD
----I-----
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337E Katy Freeway #377
Houston, TX 77024
713-822-3891
ZONING: PD 4214-20-9
I / ZONING:
HALL THOMAS F JR /
NASH COREY LEE I et al ' LOT 230 LOT 251
et of 4214-21-7101-0000 sdas alms \
4214-21-6128-0000 I ZONING: PD
ZONING: PD
PALIOTTI JOSEPH
\ / el of
4214-20-8759_0000
AN 1 8 Z018 '
a ,
c
SEAL
031315
GRAPHIC SCALE
60 0 30 60 120
finch = 60 ft.
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5 9 2
LOT 60
12Am ff
I \I^ \ I
59 LT x2?'95 1]°Op 4 I}0005Y
\ I x28.47
\
-27.61 \
\ x28.12
x27.3
x28.12
LOT 57
12.Om ff
-28.80
I
LOT 56
loam Sr
x 28.941
1
1
I
x 28.96
xha.9s
I I I
I I I
CRAWFORD JASON ROY I HOLLIS DURWOOD J et of I BENTON JENNIFER DEANN
et al 4214-21-1626-0000 ZONING: TRUSTEE
4214-21-0755-0000 PD 4214-21-2519-0000
ZONING: PD I I ZONING: PD
WYN DWATER - PHASE 9
Topsail Township Pender County North Carolina
"29.`L x28.74
28.78
LOT ss 1 LOT S LOT 41 x 28.79
12.0os s \ 12.005 s 12.005 ff x 8.66
-29.24 I \ \ I x 8.57
14 x29,73
HORN RONALD TROY
et of
4214-21-2489-0000
ZONING: PD
1 \\ x27.
1 24.01 AC.
x28.61 \ x2 � x28.84
DRXINAG AREA
36---I 0 WET 27 6--
\ \ / - .DE-T BASIN _ - - r
\\ x2763 x23. 1 -----I J14913 zaps \I
\-� or ox7763 I //
LOL 52 LOT 51 T 50 LOT 49 LOr a c, _ 1LOT ff LOt LOT 45
12.M s x2B.88 1z.005 > - - - -� s x �,a)a¢ s 12k004S45 - 1 \ 1 15,4u s x 2216
L \ _ I x28.72 x�2&3811j 1
1 x29.21 -28.49 I ��
\\\ I✓/\ x28. I ---- _______________
_ � 9gq�99 8.3D \\ _ x2H5 \ x2i� - - "29.27
-30.23 7 \ cF�.$ =29.2t xFN B \ -28.88 29.4E \ \ \
1 129.27 -
FN W BOWW FN B -j 5'SZx E J47S.39 (TOrAI) FIEeP
WALKER STEPHEN LUKE SOBCZAK DAN,�DOpa 28.44
f 28.13 et al 4214-21-7092-0000 � 4214ZONING:6P[) °'SZ / PITTS iA
I I
I I
I I
MAYO REBECCA COLE ET AL DWYER MATTHEW T
et of 4214-21-3472-0000 I et al
ZONING: PD I 4214-21-4365-0000
ZONING: PD
I I
OVERALL DRAINAGE PLAN
I
WHALEY SEAN el
01
4214-21-5247-0000
ZONING: PD
----I-----
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337E Katy Freeway #377
Houston, TX 77024
713-822-3891
ZONING: PD 4214-20-9
I / ZONING:
HALL THOMAS F JR /
NASH COREY LEE I et al ' LOT 230 LOT 251
et of 4214-21-7101-0000 sdas alms \
4214-21-6128-0000 I ZONING: PD
ZONING: PD
PALIOTTI JOSEPH
\ / el of
4214-20-8759_0000
AN 1 8 Z018 '
a ,
c
SEAL
031315
GRAPHIC SCALE
60 0 30 60 120
finch = 60 ft.
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5 9 2

x23J2
X2 w
Ix2i..N1
jII
x 24,%
x2342
x 24.05
20' WIDE
EMERGENCY SPILLWAY-
W/CLASS B RIPRAP
SHELF TOP ELEV=21.0
/ NORMAL POOL ELEV=20.5-�
S \ \
x 24.24////
� d IIIFF
I
J
/ � FOREBAY RIPRAP
ELEV=20.5 �- -
SCARLET ROSE MALLOWJTIOWCARDINAL FLOWER V �������116"1 1=671 A7i"1
SEE CHART FOR # OF
PLANTS
PLANTED 30' 13N CENTER
TYPICAL VEGETATED SHELF
LANDSCAPING
Revision
NO PLANTINGS
WITHIN 10' OF
OUTLET STRUCTURE
- � xz4..11
104'-24" HDPE
5 1.0%
.4'x4'
INLET-
\
2544
FOREBAY BERM ELEV=21.0
DESIGN BOTTOM ELEV=15.0
SEDIMENT STORAGE ELEV=14.0
J
Im
IN
/ LOT 230
9,104 SF
x M2
LOT 231
9,103 SF
L(
14,
4'x4' REINFORCED CONCRETE BOX
OR BRICK BOX
GALVANIZED BAR GRATING 1' 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 OPENING
3 - 14.4"x24' OPENINGS RIM ELEV = 22.69
PLACE 1/2' GALVANIZED HARDWARE
CLOTH OVER ORIFICE OPENINGS
WITH STAINLESS STEEL FASTENERS
ELEV=21.84
FLOOD POOL EL. = 21.84
10.0' 4' SCH. 40
PVC OUTLET �
� 04'-24' CULVERT Q 1.0'k-J
6
EL. 21.0
NORMAL POOL EL. = 20.5
n
EL. 20.5
2-I 41
24
�Aiu
F:ABRIC
INV. EL. = 20.45
FILTER
12' THICK CLAS
r4 2 FT MIN
'B' RIP -RAP
4p
d,,
FOREBAY RIP -RAP
' EXTENDED BASE
N.T.S.
OUTLET STRUCTURE DETAIL
N.T.S.
L=20'
NOTES:
TOP OF BANK
ELEV. 26.00
24"
1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 14.0 IN
24
100-YEAR WS ELEV= 24.14
THE MAIN POND AND 15.0 IN THE FOREBAY WITH SEDIMENT STORAGE DOWN TO 13.0 IN
-
-
THE MAIN POND AND 14.0 IN THE FOREBAY.
w
ELEV. 23.00
2. SEASON HIGH WATER TABLE WAS TAKEN AT A GROUND ELEVATION OF 24.25 AND
T
ESTIMATED TO BE 40 INCHES FOR AN ELEVATION OF 20.95, WHICH IS WITHIN 6" OF
THE PERMANENT POOL ELEVATION OF 20.5.
FILTER FABRIC
3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER
12' THICK CLASS
SYSTEM AND DISCHARGED TO THE WET DETENTION POND.
H' RIP -RAP
4. POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY.
EMERGENCY SPILLWAY
5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE MUCKED
N. T. S.
OU T.
6. POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT.
7. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX.
SLOPE TO TOP OF
I
POND VARIES 3:1 MAX
3:1 SIDESLOPE 6 10, 3.1 SIDESLOPE 5
SLOPE TO TOP OF _ ____ ______ ___ ____ -EL. 21_84 -
------
POND VARIES 31 MAX STORAGE __ NORMAL POOL EL. 20.5
NORMAL POOL
/
1011 SIDESLOPE
L. 15. 10:1 SIDESLOPE 4. SEE STORMWATER LANDSCAPING PLAAND
PLANT LIST FORN GS
IN
FORE BAY POND BOTTOM ONTAIL THE 10' WIDE VEGETATIIVEPLANISHELF
SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM)
@ 1 PLANT PER 4 SF (24" O.C.) =804 PLANTS
= 3,212 S.F.
PLANT TYPE
I QTY
I
BOTANICAL NAME
COMMON NAME
I ROOT
ICALIPER
HEIGHT
NOTES
402
Sagittaria latifolia
Duck Potato
I CONT.
4" Pot
24" O.C.
HERBACEOUS
402
1 Pontedaria cordata
Pickerelweed
I CONT.
4" Pot
24" O.C.
SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) = 3,354 S.F.
@ 1 PLANT PER 6.25 SF (30" O.C.) =536 PLANTS
PLANT TYPE
I QTY
I
BOTANICAL NAME
11COMMON NAME
ROOT
I CALIPER
HEIGHT
I NOTES
268
Hibiscus coccineus
Scarlet Rose Mallow
CONT.
4" Pot
30" O.C.
HERBACEOUS
268
1
lobelia cardinalis
Cardinal Flower
CONT.
4" Pot
30" O.C.
NOTES.
TOP OF 1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE.
VEGETATED
SHELF 2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB -SOILS, THEY OFTEN
LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF
PLANTS. ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD
TOPSOIL. NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4
INCHES OF WELL -AGED COMPOST TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET
SPECIFICATIONS FOR GRADE A COMPOST QUALITY.
3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT
SURVIVAL/REPLACEMENT.
Designer
GSP
Scale
1" = 20"
Drawn By
Date
GSP
March 2018
License If
lob No.
P-0718
2017-0004
WYN DWATER - PHASE 9
Topsail Township Pender County North Carolina
1
WET DETENTION BASIN DETAILS
POND
SHELF BOTTOM
POND BOTTOM
SURFACE AREA
SURFACE AREA
AVERAGE
SHWT
NORMAL POOL
SHELF BOTTOM
DEPTH
AREA
AREA
PROVIDED
REWIRED
POND DEPTH
ELEVATION
ELEVATION
ELEVATION
(FT)
(SF)
(SF)
(SF)
(SF)
(FT)
(FT)
20.5
20.0
6.0
29,622
10,888
33.673
31,800
4.5
20.9
POND CROSS-SECTION
N. T. S.
SEAL
031315
GRAPHIC SCALE
20 0 10 20 40
1 inch = 20 k.
PREPARED FOR: GSP CONSULTING P L L C Sheet No.
SIGNATURE TOP SAIL NC, LP
9337E Katy Freeway #377 E N G I N E E R I N G C-6
Houston, TX 77024 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
713-822-3891
j,
l

9
INSTALLATION
DETAIL
TEMPORARY INLET
SEDIMENT FILTER
NOTE:
TEMPORARY INLET SEDIMENT FILTER TO BE
INSTALLED ON ALL PAVED CATCH BASINS OR
STORM INLETS.
SILT SACK DETAIL
NOT TO SCALE
BAG DETAIL
EXPANSION
STANDARD METAL POSTS
2 FT IN GROUND
(0.25" MESH OPENING)
EXTENDS TO TOP OF BOX
I�� 1 • I` �` 1` 1 �
r• .- r
NOTES:
1. DRIVE 5-FOOT STEEL POSTS 2 FEET INTO THE GROUND SURROUNDING
THE INLET. SPACE POSTS EVENLY AROUND THE PERIMETER OF THE
INLET, A MAXIMUM OF 4 FEET APART.
2. SURROUND THE POSTS WITH WIRE MESH HARDWARE CLOTH. SECURE
THE WIRE MESH TO THE STEEL POSTS AT THE TOP, MIDDLE, AND
BOTTOM. PLACING A 1-FOOT FLAP OF THE WIRE MESH UNDER THE
GRAVEL FOR ANCHORING IS RECOMMENDED.
3. PLACE CLEAN GRAVEL (NC DOT ®5 OR #57 STONE) ON A 2:1 SLOPE
WITH A MIN HEIGHT OF 16 INCHES AROUND THE WIRE, AND SMOOTH
TO AN EVEN GRADE.
STANDARD INLET PROTECTION
NOT TO SCALE
NOTES: 1). ALL P.V.C. PIPES ARE TO BE 4" I.D., SCHEDULE 40
2). ALL JOINTS OF THE FLOATATION SECTION SHALL
BE SOLVENT WELDED. JOINTS OF SKIMMER SECTION
NEED NOT BE WATER -TIGHT.
3). 4" HDPE FLEXIBLE DRAIN PIPE IS TO BE ATTACHED
TO THE POND OUTLET STRUCTURE WITH WATER -TIGHT
CONNECTIONS.
4). ORIFICE IS TO BE SIZED ACCORDING TO STORAGE
VOLUME AND TO SLOWLY RELEASE 1" RUNOFF
FOR AT LEAST 24-HOURS.
Revision QM
END
Designer
GSP
Scale
NO SCALE
Drawn By
Date
GSP
March 2018
License #
lob No.
P-0718
2017-0004
N.T.S.
WYN DWATER - PHASE 9
ITonsail Townshia Pender
10,
TYP. )
FLOATATION
SECTION
North Carolina
C
2'-0'
1'-0' 1'-0'
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
TOP STRAND MIN. #14 GAUGE
I-q-­4
STAY
AND
LINEI
WIRSSMill.
BOTTOM STRAND MIN. #14 GAUGE
STEEL POST
z
0 09
In N
i
0
9
4" X 8" TRENCH LINED
W/ 12" OF FABRIC AND
COMPACTED FILL ON TOP
NOTES:
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM
MESH OPENING OF 6-INCHES.
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS
IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355.
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.
TEMPORARY SILT FENCE
NOT TO SCALE
SF9.5A TYPE 'I' ASPHALT
6' ABC STONE
MODIFIED VALLEY GUTTER
N.T.S.
STANDARD DETAILS
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337B Katy Freeway #377
Houston, TX 77024
713-822-3891
STORM DRAIN PIPE
PLAN
= O% TAILWATER
1 FLOW
STORM DRAIN PIPE
NON -WOVEN FILTER FABRIC J \-N.C.D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
RIPRAP LOCATIONS
LENGTH (FT.)
UPSTREAM
WIDTH (FT.)
DOWNSTREAM
WIDTH (FT.)
15" CULVERT
7.5
3.75
5.0
18" CULVERT
9.0
4.5
6.0
24" CULVERT
12.0
6.0
8.0
30" CULVERT
15.0
7.5
10.0
36" CULVERT
18.0
9.0
12.0
48" CULVERT
24.0
12.0
16.0
RIP -RAP OUTLET PROTECTION
N.T.S.
SEQUENCE OF CONSTRCUTION
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON
EROSION & SEDIMENT CONTROL PLAN.
2. INSTALL PERIMETER CONTROLS (TEMPORARY SEDIMENT BASIN,
SILT FENCE, TREE PROTECTION FENCING, ETC.) AS SHOWN ON THE
EROSION & SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE
COMPLETED PRIOR TO UPSLOPE LAND DISTURBING ACTIVITIES.
3. THE EXISTING POND WILL ACT AS TEMPORARY SEDIMENT BASIN
DURING CLEARING AND GRUBBING ACTIVITIES.
4. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING
MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS
OF DISTURBANCE. POND WILL BE PUMPED DOWN BY MECHANICAL
MEANS AS NEEDED TO MUCK OUT SEDIMENT WHEN THE SEDIMENT
REACHES 50% CAPACITY.
5. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL
AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR
15 WORKING DAYS AN ALL SLOPES WITHIN 21 CALENDAR DAYS.
6. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS,
STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS
POSSIBLE.
7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED
AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM
AND SPECIFICATIONS.
B. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL
DISTURBED AREAS HAVE STABILIZED, MECHANICAL SEDIMENT
CONTROLS SHALL BE REMOVED. SEDIMENT FROM TEMPORARY
SEDIMENT TRAPPING DEVICES SHALL BE DISPOSED OF BY
SPREADING ON THE SITE OR HAULING AWAY IF NOT SUITABLE FOR
FILL. ALL DENUDED AREAS ARE TO BE PERMANENTLY STABILIZED
WITH PERMANENT VEGETATION.
6' MIN.J \�7C
2' - 3
COARSE AGGREGATE
OR NCDOT #4 STONE
PLAN VIEW
50' MIN.
i6' DIVERSION TO DIRECT RUNOFF FROM R/
..._.
r::..._._...............
._......_......_....._._..._.......
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N. T. S.
s SEAL
031315
Fq
1h• RRy S p
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-7

O z m p m o
p m o y am
r
N r-, O p 8^ 8.r•y rn
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DING TO FLOW. z'-11 , '1 za y O w" aADlua m 44" �IUS ZEE •
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N 9" TO To z'-o^ r W
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SECTION PP SECTION - NN o�^�
PLAN
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rl -n .� 1aN^ RADIUS j ¢
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O m FRAYE,ORATE 6 HOOD ASS'Y J " ¢ G py cr C~ 9 O m 10'-O" 3'-1Y'z" 10'-0" ¢ CO) F
9 Z °� O O O '� Z -� WATER FLOW -� SAG WATER FLOW O O Q C M Z SECTION - BB O a O
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o _ „ _ Hz4 c O o � = TYPE 'IF" TYPE "E" TYPE I'G" TYPE - E 1H O Cl) x �L H4 C�
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D a of �' „ 0 w 0 a Z �. RAISED rFLOW ARROW 2 „ p O i DD Z EXPANSION JOINT I I I EXPANSION JOINT O V U
Z O K L M K' 1 f - O cc = p RAISED FLOW ARROW A4 3'is HIGH o ¢ p 1� o cc
vR1D m =Wo vRly %" HIGH ¢ Wo -09 5`� aC O
H a O SEE STANDARD N0. 840.01 OR &40.02 0
Co a aEcrxoN AA z F- zQ D N v >e -� z Q¢ v ELEVATION y z U. -I
lF=lV T
�,I c)
D Z L F 7" I N � y :7 z D Z¢ , II cm i l2 y C7 z W yz° RA°Iug s" RAoxus �E SS O F-
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n Z SECTION - JJ (/I W = z „ N z Z CN' N 3
Irlr{L� 3r-0 N (;" J Cn T" n' - O n� J W N 0 = 'n m ZPQ�P g1N J 'Z- W
CO O m I~ 1 rr 1 " L� I f 1'( I, C7 O O TI rr ,_►1 Imo- C7 O Gi O �l I I 1G 9r' V' Q (n
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p4 It7 x v - -� - U. o hl C 1 1 �4'-+i Iw p� �" 4. O � N z e (;OP FOP O ¢
Z 11 3 LL
n _ n n LL Z 2'_,1%n'L 2'- 144n LL m M 3' �Zt`�ZpN W O
-T��I an 11�n 8 44" � � 12n � 1�2" n 7 " ,'`n � Z SECTION Cti P Py \S SEGt F-
3Nz"I 3r_Orr 31-g rr W oJ4: - 1..n � 1 r". I~ SPQ t1
���'''111 i+4 �G 1 " � 5S
SECTION - KK p'-„ "' " 4`�„ 1 'ISECTION A -A 7718"
P
HEET 1 OF 2 R SECTION - RR SHEET 1 OF 2 SHEET 2 OF 2 TYPE - F TYPE G SECTION A -A SHEET 2 OF 2 HEET 1 OF 1 G SHEET 1 OF 1
840.03 HOOD ELEVATION 840.03 840.03 840.03 852.05 1'-6" CURB AND GUTTER 852.05
v GENERAL NOTES: z O E z
FRAME GRATE AND HOODO m
O CH7 BACK of CURB SEE TD.N 40. 3 USE CLASS "S" CONCRETE THROUGHOUT. H CU O O } py < <--I p OPTIONAL MANHOLE
< X PROVIDE ALL CATCH BASINS OVER 3'-6" IN DEPTH WITH STEPS 12" ~ a < • B" B" ~ Q
4.g" ON CENTER. USE STEPS MHICH COMPLY WITH STD. DRAWING 840.85. a N-H Z E Q }�
A (n o 0 GENERAL NOTES: Z x
D pN.H O OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR W4 BAR DOWELS AT pzy = C7 U D - Y 1,` Hti = (7 C>
r O T O P,:: ,v p', ;?'.:. v p --- •0 12" CENTERS AS DIRECTED BY THE ENGINEER. LLJ a 1•-I Z m O D 6" CHAMFER ALL EXPOSED CORNERS 1. Z
LL J Hti
p4 z ,-I x D Y Y L USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB. O O y x ,..� z� x I I USE CLASS "B" CONCRETE THROUGHOUT. O O y x
J-
=O C) m ,'p A - _ ;v, IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO BLAB W ¢Q Z LL - _ C-) m X _ X - _ - OPTIONAL CONSTRUCTION- MONOLITHIC POUR, "KEYWAY R W Q LL -
T D : m W a.. ':i AS SHOWN ON STD. N0. 840.W. F V aO ,. I M4TBAR DOWELSA12"CENTERSLASHDIRTEBY THE ENGINEER. ¢O0
O O O ____ g" ',o B 6" x USE TYPE "E", "F" AND "0" GRATES UNLESS OTHERWISE INDICATED. W Z =mom - - �` - - a m D w 17 \ ' D USE FORKS TO CONSTRUCT THE BOTTOM SLAB. H x ~ Z Lu
Z GG) O pr•H m '�' o FOR 8'.0" IN HEIGHT OR LESS USE 6" MALLS AND BOTTOM SLAB. OVER O ¢ - J C'�) O pry ' m w F ' I q LL IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, 03 2 LL J
8'-0" TO 18'-O" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST O O y Q O 9 Z \ " - ~ I' A00 TO BASE AS SHOWN ON STANDARD N0. 840.00. OO W Q
D D D < .', 1 '.; QUANTITIES ACCORDINGLY. Z H4 CE 0 a D -- , -- %o i z 1 4 Cr
P ro CONSTRUCT WITH PIPE CROWNS MATCHING. H H>-H j H ` +-� ; _ PROVIDE ALL Jl&CTION BOXES OVER 3'-e" IN DEPTH WITH STEPS F- H
(n r PLAN X S" SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". r W O C0Z ' ' 3 r LLI0
CL
I- - -: 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 84C BB. CL
z SECTION X-X DRAWING NOT TO SCALE. O 6" �' : ADJUST THE STEEL. CONCRETE AND BRICK MASONRY QUANTITIES O
TOP ELEVATION
0 o io Y TO INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
SEE STANDARD 840.54 C SHORTENED AROUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
PLAN FOR OPTIONAL LE COVER A FRAME WBP BAR D BA" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
TOP ELEVATION C. TO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
- - - FRAME. GMTE AND H BRICK MAY BE USED ELEVATION IS 12 FEET.
SEESEE 8TO b3 STEPS- TO N STEPS - STD. NO. 840.66 TO ADJUST FRAME A
B" COVER TO SURFACE
- - - - ELEVATION MAX. V
TOP ELEVATION W4 BAR
IT! _
Cl) z
t7 r - 1 i " 0 _ - `° A OLL Z O G) 1.q" 'al. UL O
O Ir-I J_°. Tglr o' v P �e ~E� C7 H Z f -r OUTLET PIPE .N. m J
Cc
0 O m .'.i:.Q '.'.0 T :: E�-I z 4C W ~' O Co I e - - Z O W
x T B p' R-r CL x E OR F �11 F-1 Z x D-
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T Cn e" c 6" a y - o -1 1 INLET PIPE - SECTION 6 M a
'' °` x DOWEL o I-
x m z ° ° v- _ z C-C OR D-D v J
O RISER HT. ° :"p D',. �. Q No x 1-` D SECTION X-X a Z a (O
O VARIES . .. C Z C, S ' O O
p _ g" :,:-..._.,':;:.' 1 'D': �'. o m O D Z p DIMENSIONS Me QUANTITIES FOR CONCRETE JUNCTION 10=3 p ry ¢
T L Z W x O r -1 p DIMENSIONS OF BOX AND PIPE REINFORCEMENT TOP SLAB CUBIC YARDS TOTAL QUANTITIES DEDUCTIONS FOR CIE Z F x
C) O 8" r SECTION J-J m . ;' v' 0 9' 4�' ."' q a I- x BARS "A" DIMENSIONS a W O
r On r M g" PIPE SPAN WIDTH HEIGHT IN BOX BOX AND SLABS PIPE W.YDB. (n -
WHERE W" TO 38" PIPE IS USED DDIll- _
H" H SEE NOTE SECTION M-M = CV H O i " % 8" TOP BOTTOM wLLI LB9. CU. Y08. O W = a
DS WHERE 42" TO 54" PIPE IS USED x x Z EXP. JOINT D A B N N0. LENGTH E F C.S. R.C. x
IT ` Nti m O Z SLAB SLAB Ff. OF NT. REINF YIN. "H" �" *.-
/ Z WHERE 30" TO 38" PIPE IS USED
y O RISER HT. J Z ^ m (rT1 to '� f�" •B" 12" 2'-O" 2'-0" 2'-3" 12 2'. 9' 3'-0" 3'-0" O.Y87 0.187 0.186 22 0.760 0.016 0.024 Jj 3.
M m VARIES '. ar:� O O T P 1 15" 2'.3" 2'-3" 2'-8" 12 3'-0" V-3" 3'.3" 0.196 0.198 0.204 24 0.902 0.023 0.036 C7 O a..
7- O J D' J Z O e" , x 18" 2'.6" 2'-0" 2'-9" 14 V-3" 3'-G" 3'-B" 0.227 0.227 0.222 30 1.065 0.033 0.049 Z V
W 9 W
,a1 e4 24" 9'-0" 3'-0" 3'-3" 18 3%9" 4'-0" 4'-0" 0.296 0.296 0.259 40 1.434 0.059 0.085
fill W' A .r9 A ° 30" 3%6" 3'-8" W-9" 18 4'-3" 4'-8" 4'-6" 0.375 0.375 0.296 51 1.860 0.092 0.127
;q 36" 4'-0" 4'-0" 4'•3" 20 4%G" 5'-0" 5'-0" 0.463 0.463 0.333 64 2.341 0.132 0.178
a
'� .'°. 8" " 42" 4'-8" 4'-8" 4'-9" 22 5' 3" 5'-8" 5'-8" 0.560 0.560 0.970 77 2.878 0.180 0.249
48" W-4" 5'-4" W-3" 26 8'.3" 6'-4' 6'I;; 0.743 0.743 0, 407 111 3.623 0.295 0.917
WHERE 42" TO 54" PIPE IS USED � � ?`
�o.: �'',•:. D'.:.,,-, °..:.,,. � ,e;:7' � .'v :,:o ':: :o'::::o' SECTION Y-Y 54" s'-1o" s'-1n" s'-e" 2e a- 6'-m" e'-1a" o. ees o.ees o.444 1ze 4.2es o.zw p.40'DETAIL SHOWING METHOD So" 6'-s" ;,-a" e'-9" 30 7'-9" 7'-e" 7'-e" oaz 1.Dax o.4e1 Ras s.oeo 0.367 .49sEET 1 OF 2 OF RIS CONSTRU T PLAN PUN SHEET 1 OF 2 SHEET 1 OF 1 840.0840.02 840.31 Be"7'-1"7'-1" 6'-9" 32 V-10" 8'-1" 8'-1" 1.210 1.210 0.518 169 5.917 0.444 .589 840.31
Z m Y NOTES: USE CLASS "B" CONCRETE THROUGHOUT. z
p m „ , „ UI O PRBYIBE ALL CATCH BASINS OVER W-S" IN DEPTH WITH STEPS 12" O
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SHEET 1 OF 1 SHpEET 1 OF 1 SHEET 1 OF 2 36" 4'-6" 4'-0" 3 -10 5 4'-e" 10 5'-9" 2 5'-3" 5 -B 5'-0" 0.340 0.510 0.352 51 2.380 0.132 0.178 o.Ose SH840.041
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SEAL t
031315 °
6°''ti6�RY S. QP�a•
03%x99xi�'18
No.
Revision
Date
By
Designer CSP
Scale SCALE
NO
WYNDWATER- PHASE 9
TO sail Township Pender Count North Carolina
STANDARD DETAILS
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337B Katy Freeway #377
Houston, TX 77024
713-822-3891
G S P C O N S U LT I N G, P L L C
E N G I N E E R I N G
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: 910 799�i659
Sheet No.
C=8
Drawn By
CSP
Date
March 2018
License 4
P-0718
lob No.
2017-0004

F_ VICINITY MAP
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lF,
( 4
SITE Z�
TEA S
/ zy�_'
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T
OG
P
VICINITY MAP
(NTS)
LEGEND
DESCRIPTION EXISTING PROPOSED
1' CONTOUR INTERVAL --------------------I
5' CONTOUR INTERVAL - - - - -- - - -- -
PROPERTY LINE
ROADWAY CENTERLINE --
RIGHT OF WAY LIMITS - -- ... .... -"'-'•'-"'-"'-
EASEMENT LINE - -- -
CURB & GUTTER ---____-__.__._.__
SANITARY SEWER FACILITIES----4�-�
STORM SEWER FACILITIES -- - ---
WATERLINE ---•- •---^----•—.—.—._
FIRE HYDRANT ASSEMBLY
WATERWAYS -...-... -... _...®... ..._ N/A
PROPOSED
x
PROPOSED LOT AND S.F. 5,000 S.f.
OPEN SPACE LABEL Q STREET SIGN
OPEN SPACE
404 WETLANDS
BUILDING SET BACKS
PRIVATE SANITARY SET BACKS FLOW DIRECTION
PRELIMINARY PLAT
FOR
PENDER COUNTY, NORTH CAROLINA
MAY 2016
IP
I� ;
14�I�J
----------------;_—_• —__✓.j i.-_ — - - - a �__ =__ f Q .. 1 ��_i_-y�_l
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y,
- - --
DEVELOPE
RTOWNER
SIGNATURE TOP SAIL NC, LP
9337B KATY FREEWAY #377
HOUSTON, TX 77024
PHONE: [phone]
PREPARED
BY:
ON
GSP CONSULTINGRUC
ENGINEERING
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-3
SITE PLAN
SHT
C-4
UTILITY PLAN
SHT
C-5
GRADING, DRAINAGE & EROSION &
SEDIMENT CONTROL PLAN
SHT
C-6
WEST CRAFTSMAN WAY PLAN & PROFILE
SHT
C-7
WEST CRAFTSMAN WAY PLAN & PROFILE
SHT
C-8
N. LAMPLIGHTERS WALK PLAN & PROFILE
SHT
C-9
WET DETENTION BASIN DETAILS
SHT
C-10
STANDARD DETAILS
SHT
C-10.1
STANDARD DETAILS
SITE DATA TABLE -11
GENERAL NOTES:
1. PENDER COUNTY PARCEL NO.:
PIN 4214-12-8251-0000
2. TOTAL TRACT AREA: 8,889,076 SF = 204.07 AC.t
PHASE 2 AREA: 1,074,326 SF = 24.66 AC.t
3. ZONING: PLANNED DEVELOPMENT (PD)
4. A PORTION OF THIS PROPERTY L WITHIN A SPECIAL FLOOD HAZARD ZONE PER
FEMA FLOOD INSURANCE RATE MAP #3720420400J, EFFECTIVE DATE 2/16/2007 AND
FLOOD INSURANCE RATE MAP #3720421400J, EFFECTIVE DATE 2/16/2007.
5. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS OR IS UNDER CAMA JURISDICTION.
6. THIS PROPERTY DOES CONTAIN 404 FEDERAL WETLANDS WHICH HAVE BEEN APPROVED BY
THE USACOE.
GENERAL NOTES:
1. OWNERSHIP REFERENCE:
�i
D.B. 4379 P.G 330-346 PLAT # 16 PG. 73 & D.B. 4604 P.G. 1703
2. PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED PLANNED DEVELOPMENT
(PD).
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. INTERIOR ROADWAYS FOR PHASE 3 ARE TO BE PUBLIC & PRIVATE. PUBLIC
ROADWAYS 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. THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS PRELIMINARY 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 APPROVAL.
8. BUFFERS WILL BE PROVIDED PER CURRENT PENDER COUNTY ZONING ORDINANCE.
11. WETLANDS IMPACTED WILL BE MITIGATED IN ACCORDANCE WITH ANY REQUIREMENTS
OF APPLICABLE STATE AND FEDERAL PERMITS.
12. ALL LOTS SHALL MEET CURRENT PENDER COUNTY UNIFIED DEVELOPMENT
ORDINANCE REGULATIONS.
13. ALL PROPOSED OPENSPACE/RECREATION AREAS ARE NON -BUILDABLE FOR ANY
TYPE OF DEVELOPMENT.
SINGLE FAMILY DEVELOPMENT STANDARDS:
MINIMUM LOT DIMENSIONS: PROPOSED BUILDING SETBACKS:
AREA IN (S.F) 12,000 SF (W/SEPTIC) FRONT - 20'
5,000 SF (W/SEWER) REAR - 20'
MAX USABLE LOT AREA (%) 95% SIDE - ZERO LOT LINE
MIN LOT WIDTH (FT) 70' (W/SEPTIC) (10' BETWEEN STRUCTURES)
40' (W/SEWER) CORNER - 15'
MIN CHORD AT ROW (CUL-DE-SAC) 30' ANY PERIPHERAL PROPERTY LINE
MAX BLDG.. HT. (FT) 38' STRUCTURES - AS PER NORTH CAROLINA
STATE BUILDING CODE
DEVELOPMENT DATA:
PHASE 2 AREA: 1,046,055 SF = 24.01 AC.t
AVERAGE LOT SIZE - 11,928 SF
AREA OF LOTS PROPOSED - 751,457 SF = 17.25 ACt
AREA OF ROW PROPOSED - 125,762 SF = 2.89 ACt
TOTAL PROPOSED ROAD LENGTH - 2,394 L.F.t
PROPOSED BUA -
LOTS - 258,436 S.F.
ROADS - 81,199 S.F.
SIDEWALKS - 7,400 S.F.
FUTURE - 60,300 S.F.
TOTAL - 407,335 S.F. (38.9%)
APPROVED
NORTH CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
��✓1 Ls2 ,,su > y' �'
EGE1V
DEVELOPMENT NOTES:
SEAL -
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE e o 031315
PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE. °
° FNGINE�•°°�
2. REGULAOJECT TIONS. SHALL COMPLY WITH ALL CITY, STATE & FEDERAL °o,1'�RRI'°S0** e? '
NOTE: 030'ftVd fs
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE & THE
STATE OF NORTH CAROLINA
PROJECT NAME: WYNDWATER - PHASE 2
GSP CONSULTING PROJECT #: 2014-0002

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 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. 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 ASSMATED 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 U11UTIES 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 UNES, 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 CAROUNA 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 do 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 DEMOUTION
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 UMITS.
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 STE MUST BE HAULED TO A LEGALLY OPERATED MINE OR
OTHER APPROVED SOURCE.
Designer
GSP
Scale
Drawn By
Date
GSP
May 2016
License #
job No.
P-0718
2014-0002
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 WALL 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 WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE 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 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
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 REQUIRED 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
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
CENTIPEDE GRASS
Seeding Dates
MARCH - JUNE
RATE (LI3/ACRE)
10-20
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/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
_t '
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
UMESTONE 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.
WYN DWATER - PHASE 2
ITonsail Township Pender
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.
Z 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 STE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
7. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION UMITS"
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 UTIUTIES. 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 PENDER COUNTY
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 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 (HQW)
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 HQW
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
ECEIVE
M;A,V v J 2111�
BY:
PREPARED FOR: C O NSu �T i ND I L C
SIGNATURE TOP SAIL NC, LP GSP 1- GSP , r
9337E Katy Freeway #377 E N G I N E E R I N G
Houston, TX 77024 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
713-822-3891
SEAL
031315
S.
Sheet No.
C-1

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INVESTMENTS 421 ' - I I I I ZONING: RD ZONING: RD 4214-21-524 4214-21-6128-0000 ZONING: PD
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APHIC S
60 30 60 120
I inch = 60 ft.,
-Revision
Designer
GSP
Scale
1 = 60,
Drawn By
Date
GSP
May 2016
License #
job No.
P-0718
2014-0002
WYNDWATER = PHASE 2
11TODsail Townshi
Pender Cou
North Carolina
EXISTING CONDITIONS
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
93378 Katy Freeway #377
Houston, TX 77024
713-822-3891
GSP CONSULTING,F"LLIC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-2

50' RIGHT-OF-WAY
l/
/
/
/
/
I
Y CARDIN
iMENTS
5195-0Q 00
JG: PD
SITE DETAILS
J
r
¢
0
z
O
M
04
LLI
fn
¢
CURVE
LENGTH: 238.3'
RADIUS: 345.0'
BEARING: N 23'41'58" E
CHORD: 233.6'
Reference N.C.D.O.T. "Minimum Construction
Standards for Subdivision Roads."
3:1 MAX.
3:1 MAX.
SLOPE
T 2'
SLOPE
TO GRADE
2'-0'
7-0'
TO GRADE
VALLEY 5'
ABC
.5'SF9.SA VALLEY
GUTTER
GUTTER
Local Residential Road X-Section
(w/ Valley Gutter)
WEST CRAFTSMAN WAY
2'-0-
VALLEY
GUTTER
z-W
VALLEY
GUTTER
Residential Cul-De-Sac Road X-Section
" (w/ Valley Gutter)
NORTH LAMPLIGHTERS WALK
25'R
35'R
I I i
Residential Cul-De-Sac
CAPSTONE
VENTURES LLC
1214-22-7567-0000
ZONING: PD
N 46'33'37" W 1,560.7'
132'- - 55' 55' - 5555' 55' 55' 55' 55' -
STORM DRAIN Ems_------------- ---- ----- ----- ----- ----- -----I -----I I--- _z-1 - - -I
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P-0718
2014-0002
WYN DWATER - PHASE 2
IlTogsail Townsh
Pender
North Carolina
SITE PLAN
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SIGNATURE TOP SAIL NC, LP
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Houston, TX 77024
713-822-3891
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GENERAL UTILITY NOTES:
1. WATER SERVICE SHALL BE BUILT TO PENDER COUNTY UTILITIES STANDARDS
AND SPECIFICATIONS.
9. ALL MATERIALS SHALL CONFORM TO PENDER COUNTY UTILITIES REQUIREMENTS. NON -CONFORMING
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MATERIAL WILL NOT BE ACCEPTED FOR FINAL CERTIFICATION.
2. ALL UTILITIES SHALL BE UNDERGROUND.
TOTAL LINEAR FEET
PROPOSED
10. A ONE YEAR WARRANTY PERIOD APPLIES TO ALL UTILITIES CONSTRUCTION. THIS WARRANTY PERIOD
3. WATER SERVICE TO BE A PUBLIC PIPED DISTRIBUTION SYSTEM OWNED AND OPERATED BY PENDER DOES NOT BEGIN UNTIL NCDENR FINAL APPROVAL OF THE SYSTEM HAS BEEN RECEIVED. A WRITTEN 229' - 2" SDR-21 WATERLINE �
COUNTY. COPY OF THE WARRANTY WILL BE REQUIRED PRIOR TO FINAL ACCEPTANCE. 1,276' - 6" SDR-21 WATERLINE / r
4. SANITARY SEWAGE TO BE BY DRAINFIELDS OWNED AND OPERATED BY THE LOT OWNER. 11. PROPOSED WATERLINE TO BE LOCATED IN A MINIMUM OF 5' FROM BACK OF CURB. 2,119' - 8" SDR-21 WATERLINE /
5. A HOMEOWNERS ASSOCIATION SHALL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE 12. RJ GRIP RINGS TO BE INSTALLED AT ALL FITTINGS. i
COMMON AREAS AND OPEN SPACE.
6. ALL WATER AND SANITARY SEWER SYSTEMS WILL BE DESIGNED TO MEET FENDER COUNTY AND 13. ALL VALVES TO BE LOCATED OUTSIDE OF PAVEMENT. ECEIVE �����.,,,�•
STATE REQUIREMENTS. FINAL CONSTRUCTION PLANS WILL BE SUBMITTED TO BOTH AGENCIES AND A 14. ALL UTILITY CROSSINGS SHALL BE COORDINATED WITH PCU AT PRE -CONSTRUCTION MEETING PRIOR -, % �6 C RO'•••,
PERMIT TO CONSTRUCT PRIOR TO UTILITY INSTALLATION. TO BEGINNING CONSTRUCTION. HAY Y � ? ii� / ••
7. ALL WATERLINES SHOWN WILL BE SIZED IN ACCORDANCE WITH APPLICABLE PENDER COUNTY AND
15. COORDINATE HYDRANT DETAIL, TAPPING SLEEVE &FUTURE CONNECTION DETAILS WITH PCU AT "BY: �Q�
STATE REQUIREMENTS. PRE -CONSTRUCTION MEETING. - s SEAL g
GRAPHIC SCALE 031315 s
8. SANITARY COMPONENTS WILL REMAIN AT MINIMUM 10' FROM ANY LOT AND/OR PROPERTY LINES. 60 0 30 60 120
.00
9. ALL WATER SERVICES TO BE INSTALLED BY DEVELOPER AND INSPECTED BY PENDER COUNTY I�1
1 inch = 60 ft. •000
•'•.1;RR P 16
UTILITIES.
rRevision
Designer
GSP
Scale
1" = 60'
Drawn By
Date
GSP
May 2016
License #
Job No.
P-0718
2014-0002
WYN DWATER - PHA
'ITopsail Township Pender
SE 2
North Carolina
PREPARED FOR: GSP C O N C I I I T I N G P I I C
UTILITY PLAN SIGNATURE FreewaLNC,LP GSP 1- I N L �]7 L L
9337B Katy Freeway #377 E N G I N E E R I N G
Houston, TX 770246626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910�442-7870 fax: [phone]
2- 713-822-3891
Sheet No.
C-4

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et at 42 4-12-5195-Oq 1 / \ FENDER C TY°-°'4214-11-7997-0000 42�-11-8980-0000 I ZONING: PD I ZONING PD
/ \ / 6{ �.a _ONING: PD
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Revision
Designer
GSP
Scale
1" 60'
Drawn By
Date
GSP
May 2016
License #
job No.
P-0718
2014-0002
FROMLFBIENGTH
ft
DIAMETER
in
SLOPE
%
INV. ON
(t
INV. UP
t
ft
MATE IAL
2
1
254
36
0.66
19.70
2138
27.39
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3
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27,82
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15
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17
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18
17
43
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19
18
95
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21.63
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20
19
200
24
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20
158
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22
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88
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27
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28
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1 20.77
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29
1 28
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0.32
20.77
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1 HDPE
WYN DWATER - PHASE 2
Topsail Township Pender County North Carolina
ZONING: PD 4214-21-5247-0000 I 4214-21-6128-C'D-00 I ZONING: PD
I I ZONING: PD I ZONING: PD
I I I
w- - -W-- -w- - -W - - W - - -w-I
---/ \
-w- -w- - w- -W
w\
-- - --- --- ---
w\ PALIOTTI JOSEPH
�- et of
/ 4214_20-8759_0000
GENERAL STORMWATER NOTES:
1. ALL STORM DRAINAGE TO BE CONSTRUCTED PER NCDENR, NCDOT & PENDER COUNTY STANDARDS.
2. STORM WATER MEASURES FOR THIS DEVELOPMENT WILL BE DESIGNED TO CONTROL THE POST DEVELOPMENT
PEAK DISCHARGE FOR THE 10-YEAR STORM EVENT SO AS NOT TO EXCEED THE PRE -DEVELOPMENT PEAK
RUNOFF DISCHARGE RATE TO MEET PENDER COUNTY STORM WATER REGULATIONS
3. BEST MANAGEMENT PRACTICES FOR E&SC TO BE UTILIZED TO PREVENT EROSION FROM OCCURRING, ELIMINATE
SEDIMENT TRANSPORT AND TO REDUCE RUNOFF VELOCITIES IN ORDER TO PREVENT SCOURING AND EROSION.
4. ALL DRAINAGE EASEMENTS ARE TO BE A MINIMUM OF 20' IN WIDTH
GRADING, DRAINAGE & EROSION
& SEDIMENT CONTROL PLAN
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337E Katy Freeway #377
Houston, TX 77024
713-822-3891
ECEIVE
Z`s, c �I� ter••
y S.
BY:
GRAPHIC SCALE
60 0 30 60 120
1 inch = 60 ft.
GSP CONSULTING, PLLC Sheet No.
ENGINEERING U;
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
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Designer
GSP
Scale
1" = 50'
Drawn By
Date
GSP
May 2016
License #
Job No.
P-0718
2014-0002
WYN DWATER - PHASE 2
Topsail Township Pender County North Carolina
WEST CRAFTSMAN WAY
PLAN & PROFILE (PUBLIC)
I I I \
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SS Ss -- `-- �___ I 1 I I I 89 101
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PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337E Katy Freeway #377
Houston, TX 77024
713-822-3891
GSP CONSULTING, PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-6

42+00 E /
1 DPE A00
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PVI_ ELEV: 27 67 _PVI ELEV. 2 .80 Krfi 0.0
PVI ELEV. 27:54 PVI ELEV. 27 44 LE 94 _-- PVI f EV 27 44 -- - - p� - - PVt EL . 27 17 PVF EL . 2 .29 K.-1- 0.0
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33+00 + 34+00 + 35+00 + 36+00 + 37+00 + 38+00 + 39+00 + 40+00 + 41+00 + 42+00 + 43+00 + 44+00 + 45+00 + 46+00 + 47+00 + 48+00 +
ECEIVE
IJn,; n �n1r
GRAPHIC SCALE
50 0 25 50 BY: 4e6
1 inch = 50 ft.
Revision®�
Designer
GSP
Scale
1" = 50'
Drawn By
Date
GSP
May 2016
License #
Job No.
P-0718
2014-0002
WYN DWATER - PHASE 2
Topsail Township Pender County North Carolina
WEST CRAFTSMAN WAY
PLAN &PROFILE (PUBLIC)
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337E Katy Freeway #377
Houston, TX 77024
713-822-3891
GSP CONSULTING, PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
SEAL
031315
61
Sheet No.
C-%

Designer
GSP
Scale
1 = 50'
Drawn By
Date
GSP
May 2016
License #
job No.
P-0718
2014-0002
x°o // \ \ S S \ \ \ \ \
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WYN DWATER - PHASE 2
(Topsail Townshi
Pender Cou
NORTH LAMPLIGHTERS WALK
North Carolina II PLAN & PROFILE (PRIVATE)
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337E Katy Freeway #377
Houston, TX 77024
713-822-3891
s - SEAL
r
CENVE i 031315
00.
'••.,RRY S. F
BY:----- OPj '
GRAPHIC SCALE
50 0 25 so 100
1 inch = 50 h.
GSP CONSULTING, PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-8

_ - -
- - - - - - - - - - - - - -
- - - - - - - - - - -:_`_ _ _ _ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- ------
- - - - - -.- - - - - _ - - - - - - -
--- ---- -- -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
/ 20' WIDE
1 EMERGENCY SPILLWA
1 / W/CLASS B /
/ ARY .P001_Fl V.=21.f�
I / SHELF TOP ELEV=21.0
1 ( NORMAL IPOOL ELEV=20.5-�
IFI F R TTQM Ft FV=
1 / 104'-24" HOPE /
/ 1.0% /
1 \ / / \ 4 4'
MAIN POND
DESIGN BOTTOM ELEV=14.0 \ /
/ '8QIMENT STORAGE ELEV=13.0
_J
I I
/ I �
\ / FOREBAY RIPRAP
ELEV=20.5
I
\ \ SHALLOW WATER
SHALLOW LAND
SCARLET ROSE MALLOW
4 CARDINAL FLOWER
PLANTED 30' ON CENTER
SEE CHART FOR # OF
PLANTS
PERMANENT
POOL
TYPICAL VEGETATED SHELF
LANDSCAPING PLAN
Revision
NO PLANTINGS
WITHIN 10' OF
OUTLET STRUCTURE
FOREBAY BERM LE
FOREBAY
DESIGN BOTTOM ELEV=15.0
SEDIMENT STORAGE ELEV=14,0
SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM) =
Q 1 PLANT PER 4 SF (24" O.C.) =804 PLANTS
3,212 S.F.
PLANT TYPE
I QTY
I
I BOTANICAL NAME
COMMON NAME
I ROOT
I CALIPER
I HEIGHT
NOTES
HERBACEOUS
402
Sagittaria latifolia
Duck Potato
I CONT.
4" Pot
24" O.C.
402
Pontedaria cordata
Pickerelweed
I CONT.
4" Pot
24" O.C.
SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) = 3,354 S.F.
1 PLANT PER 6.25 SF (30" O.C.) =536 PLANTS
PLANT TYPE
I 2TY
I
I BOTANICAL NAME
COMMON NAME
ROOT
I CALIPER
HEIGHT
I NOTES
HERBACEOUS
268
1
Hibiscus coccineus
Scarlet Rose Mallow
CONT.
4" Pot
30" O.C.
268
1
Lobelia cardinalis
Cardinal Flower
CONT.
4" Pot
30" O.C.
NOTES:
TOP OF 1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE.
VEGETATED
SHELF 2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB -SOILS, THEY OFTEN
LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF
PLANTS, ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD
TOPSOIL. NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4
INCHES OF WELL -AGED COMPOST TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET
SPECIFICATIONS FOR GRADE A COMPOST QUALITY,
3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT
SURVIVAL/REPLACEMENT.
Designer
GSP
Scale
1" = 20'
Drawn By
Date
GSP
May 2016
License #
job No.
P-0718
2014-0002
WYN DWATER - PHAS
II Topsail Township Pender
E2
North Carolina
i
4'x4' REINFORCED CONCRETE BOX
OR BRICK BOX
3 - 14.4"x24" OPENINGS
PLACE 1/2" GALVANIZED HARDWARE
CLOTH OVER ORIFICE OPENINGS
WITH STAINLESS STEEL FASTENERS
ELEV-21.84
FLOOD POOL EL. = 21.84
GALVANIZED BAR GRATING 1' 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 OPENING
RIM ELEV = 22.69 ��-
10.0' 4' SCH. 40 PVC OUTLET
04'-24' CULVERT Q 1.0X-�l
EL. 21.0
-
NORMAL POOL EL. = 20.5
0
EL. 20.5 24
T
tat 4� %
/
Fu INV. EL. = 20.45
FILTER FABRIC -
12' THICK CLAS
'B'
2 FT MIN
RIP-RAP`3
FOREBAY RIP -RAP
EXTENDED BASE
N.T.S.
OUTLET STRUCTURE DETAIL
N.T.S.
L=20'
NOTES:
TOP OF BANK ELEV. 26.00
24"�
1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 14.0 IN
24
100-YEAR WS ELEV= 24,14 j
THE MAIN POND AND 15.0 IN THE FOREBAY WITH SEDIMENT STORAGE DOWN TO 13.0 IN
=
THE MAIN POND AND 14.0 IN THE FOREBAY.
N
ELEV. 23.00
2. SEASON HIGH WATER TABLE WAS TAKEN AT A GROUND ELEVATION OF 24.25 AND
T
ESTIMATED TO BE 40 INCHES FOR AN ELEVATION OF 20,95, WHICH IS WITHIN 6" OF
THE PERMANENT POOL ELEVATION OF 20.5.
FILTER FABRIC
3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER
12' THICK CLASS
B' RIP -RAP
SYSTEM AND DISCHARGED TO THE WET DETENTION POND.
4, POND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY.
EMERGENCY SPILLWAY
5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE MUCKED
N. T. S.
OUT,
6. POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT.
7. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX.
SLOPE TO TOP OF
POND VARIES 3:1 MAX
311 SIDESLOPE
6 10, 3:1 SIDESLOPE 5'
SLOPE TO TOP OF
- - - - - - - - - - - - - - - - -
______ ___ ____ _EL._21.84
POND VARIES 34
MAX STORAGE
__ NORMAL POOL EL. 20.5
WET DETENTION BASIN DETAILS
SI
FORE BAY
POND BOTTOM
10:1 SIDESLOPE
SEE STORMWATER LANDSCAPING PLAN
DETAIL AND PLANT LIST FOR PLANTINGS
ON THE 10' WIDE VEGETATIVE SHELF
POND
SHELF BOTTOM
POND BOTTOM
SURFACE AREA
SURFACE AREA
AVERAGE
SHWT
NORMAL POOL
SHELF BOTTOM
DEPTH
AREA
AREA
PROVIDED
REWIRED
POND DEPTH
ELEVATION
ELEVATION
ELEVATION
(FT)
(SF)
(SF)
(SF)
(SF)
(FT)
(FT)
20.5
20.0
1 6.0
29.622
10.888
33,673
31,800
4.5
20.9
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337B Katy Freeway #377
Houston, TX 77024
713-822-3891
POND CROSS-SECTION
N.T.S.
SEAL a
1 031315 '
ti•.. RRY S.
0�%'L7Jit116
GRAPHIC SCALE
43Yt 0 0 10 20 40
1 inch = 20 ft.
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-9

102111
NOTES: 1). ALL P.V.C. PIPES ARE TO BE 4" I.D., SCHEDULE 40
2). ALL JOINTS OF THE FLOATATION SECTION SHALL
BE SOLVENT WELDED. JOINTS OF SKIMMER SECTION
NEED NOT BE WATER -TIGHT.
3). 4' HDPE FLEXIBLE DRAIN PIPE IS TO BE ATTACHED
TO THE POND OUTLET STRUCTURE WITH WATER -TIGHT
CONNECTIONS.
4). ORIFICE IS TO BE SIZED ACCORDING TO STORAGE
VOLUME AND TO SLOWLY RELEASE 1" RUNOFF
FOR AT LEAST 24-HOURS.
u
ORIFICE
IN ENE
Revision
MI
FRONT VIEW
L
END
Designer
GSP
Scale
NO SCALE
Drawn By
Date
GSP
May 2016
License #
Job No.
P-0718
2014-0002
1" STEEL
STRAP (TYP.)
SKIMMER DEWATERING DEVICE
N.T.S.
WYN DWATER - PHASE 2
Tonsail Township Pender
10.
TIP.)
FLOATATION
SECTION
North Carolina
COMPACTE
P'-0'
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
TOP STRAND MIN. #14 GAUGE
TAY
BOTTOM STRAND MIN. #14 GAUGE \/
z
0
K)
Z
0
K
STEEL POST
4" X 8" TRENCH LINED
W/ 12" OF FABRIC AND
COMPACTED FILL ON TOP
NOTES:
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM
MESH OPENING OF 6—INCHES.
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS
IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355.
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.
TEMPORARY SILT FENCE
NOT TO SCALE
6' ABC STONE
MODIFIED VALLEY GUTTER
N.T.S.
STANDARD DETAILS
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337E Katy Freeway #377
Houston, TX 77024
713-822-3891
STORM DRAIN PIPE
= 0%
STORM DRAIN PIPE
TAILWATER
1 - - FLOW -
NON -WOVEN FILTER FABRIC —/ \—N.C.D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
RIPRAP LOCATIONS
LENGTH (FT.)
UPSTREAM
WIDTH (FT.)
DOWNSTREAM
WIDTH (FT.)
36" CULVERT
18
9
12
SWALES INTO POND
21
10
10
RIP —RAP OUTLET PROTECTION
N.T.S.
SEQUENCE OF CONSTRCUTION
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON
EROSION & SEDIMENT CONTROL PLAN.
2. INSTALL PERIMETER CONTROLS (TEMPORARY SEDIMENT BASIN,
SILT FENCE, TREE PROTECTION FENCING, ETC.) AS SHOWN ON THE
EROSION & SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE
COMPLETED PRIOR TO UPSLOPE LAND DISTURBING ACTIVITIES.
3. THE EXISTING POND WILL ACT AS TEMPORARY SEDIMENT BASIN
DURING CLEARING AND GRUBBING ACTIVITIES.
4. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING
MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS
OF DISTURBANCE. POND WILL BE PUMPED DOWN BY MECHANICAL
MEANS AS NEEDED TO MUCK OUT SEDIMENT WHEN THE SEDIMENT
REACHES 50% CAPACITY.
5. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL
AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR
15 WORKING DAYS AN ALL SLOPES WITHIN 21 CALENDAR DAYS.
6. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS,
STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS
POSSIBLE.
7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED
AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM
AND SPECIFICATIONS.
8. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL
DISTURBED AREAS HAVE STABILIZED, MECHANICAL SEDIMENT
CONTROLS SHALL BE REMOVED. SEDIMENT FROM TEMPORARY
SEDIMENT TRAPPING DEVICES SHALL BE DISPOSED OF BY
SPREADING ON THE SITE OR HAULING AWAY IF NOT SUITABLE FOR
FILL. ALL DENUDED AREAS ARE TO BE PERMANENTLY STABILIZED
WITH PERMANENT VEGETATION.
PLAN VIEW
50' MIN.
�--6' DIVERSION TO DIRECT RUNOFF FROM R/
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
ECEIVE " s �� SEAL
"s $ 031315
BY: .'•.gRRy S. F
P CONSULTING, PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-10

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43" NOTE: USE TYPE "E", "F" AND "G" GRATE
_ UNLESS OTHERWISE NOTED.
ALIGN FRAME WITH INSIDE
EDGE OF WALL TO ALLOW TFN
FOR VERTICAL ADJUSTMENT;<
WALL SECTION--.'0i
SECTION - BB
PLAN NCDOT DETAIL 840.03
FRAME,GRATE, & HOOD ASS'Y
" 6
3'-0"
K
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SECTION
L M
J FRAME PLAN
1
T a
} C
3i5" 3'-O" _ 311"
BACK OF CURB
X
9 � Y
A
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PLAN �X
SECTION Y-Y
RISER HT.
VARIES
6
v .v
MERE 30" TO 36" PIPE IS USED
RISER HT.
VARIES
p
WHERE 42" TO 54" PIPE IS USED
DETAIL SHOWING METHOD
F RISER NSTRUCTION
C4
HOOD ELEVATION
SECTION X-X
GENERAL NOTES:
USE CLASS "B" CONCRETE THROUGHOUT.
PROVIDE ALL CATCH BASINS OVER 3'-8" IN DEPTH WITH STEPS 12"
ON CENTER. USE STEPS WITCH COMPLY WITH STD. DRAWING 840.66.
OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR k4 SAG DOWELS AT
12" CENTERS AS DIRECTED BY THE ENGINEER.
USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
AS SHORN ON STD. NO. 840.00.
USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED.
FOR 8'.0" IN HEIGHT OR LESS USE 6" WALLS AND BOTTOM SLAB. OVER
8'-O" TO 16'-0" IN HEIGHT USE 8" WALLS AND BOTTOM SLAB. ADJUST
QUANTITIES ACCORDINGLY.
CONSTRUCT WITH PIPE CROWNS MATCHING.
CHAMFER ALL EXPOSED CORNERS 1'.
DRAWING NOT TO SCALE. NCDOT DETAIL 840.02
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JSECTION J-J
WHERE 30" TO 38" PIPE IS USED
SEE MUTE
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SECTION H-H
1 •4 1 -4
,r--rSCrl ,I-7�II
PLAN OF GRATING
CAST IRON
WHERE 42" TO 54" PIPE IS USED
c4
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A
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of
PLAN
3' 6"
I
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PLAN OF FRAME
CAST IRON
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3'-3," 2'-34 rr
1/8" I u 1118„ p
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21/a' 21,bn
3r-,p. rr (M N 2rfb." N N
3'•6" 2'-6"
SECTION E-E SECTION F-F
Designer
GSP
Scale
NO SCALE
Drawn By
Date
GSP
May 2016
License #
Job No.
P-0718
2014-0002
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USE ACCORDING TO WATER FLOW.
TYPE "0" TYPE "E" TYPE "F"
-'WATER FLOW SAG WATER FLOW
- - - - - - - - - - - - - - - - - - - - - - -
________NCDOT_DETAIL_840.03 __
WATER FLOW SAG -"•- WATER FLOW
YPE "F" TYPE "E,, TYPE "G"
RAISED FLOW ARROW 2$
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SECTION A -A
TYPE - F
MANHOLE
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SECTION A -A
1
GENERAL NOTES:
C
6"
CHAMFER ALL EXPOSED CORNERS 1".
LI
USE CLASS "S" CONCRETE THROUGHOUT.
`
X
OPTIONAL RUCTION - LASNDIRECTED KEYWAY,
TATT
D
D
BM DOWELS 12"" CENTERS BY THE NGINEER.
1
USE FORMS TO CONSTRUCT THE BOTTOM SLAB.
m
LL
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I
IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX,
ADD
BAD TO BASEE M SHOWN ON STANDARD N0. 840.00.
PRIDE ALL JUNCTION BOXES OVER 3'-6" IN DEPTH WITH STEPS
12 ON CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
J
3
all
ADJUST THE STEEL, CONCRETE AND BRICK MASONRY QUANTITIES
SEE STMDMD 840.64
CTO
INCLUDE THE ADDITION OF THE MANHOLE (I.E. DIAGONAL BARS
FOR MANHOLE COVER E FRAME
PLAIN
BAR A"
SHORTENED MOUND OPENING IN TOP SLAB, ADDITIONAL VARIABLE
HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
OPTIONAL
3PACE0 6
C. TO C.
MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
BRICK MAY BE USED
ELEVATION IS 12 FEET.
TO ADJUST FRAME A
COVER TO SURFACE
ELEVATION MAX. 1'
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SECTION 611�i--I
C-C OR D-D Y DOWEL
DIN':I'-'i,y'-3 AND QUANTITIES FOR CONCRETE JUNCTION SOXER
DIMENSIONS OF BOX AND PIPE
REINFOfGENENT
SAW "A"
TOP SLAB
DIMENSIONS
CUBIC YARDS
IN 80%
TOTAL QUANTITIES
801E AND SLAMS
ONE
DEDUCTIONS C FOR .
PIPE W.Y08.
PIPE
SPAN
WIDTH
HEIGHT
D
A
B
N
N0. LFNOTM
E
F
TOP
STAB
BOTTOM
SLAB
VLL1
M OFK.
LBS.
REINF
CU. YDS.
MIN. "H"
C.S.
G. C.
12"
2' 0"
2' 0"
2'-3"
12
2'-8"
3'-0"
3'-0"
0.167
0.167
0.186
22
0.760
0.015
0.024
16"
2'-3"
2' 3"
2'-8"
12
3'-0"
3'-3"
3'-3"
0.196
0.196
0.204
24
0.902
0.023
0.036
2'. 6"
"
"
38"3-"is"
0.n7
0.227
0.222
30
LOBS
0.038
0.049
24"
3',0"
3'-0"
3'-3"
16
3'-9"
4'-0"
4'-0"
0.296
0.296
0.259
40
1.434
0.059
0. 085
30"
3'-6"
3'-6"
3'-8"
18
4'-3"
4'.6"
4'-6"
0.375
0.375
0.296
51
1.880
0.002
0.127
36"
4'-0"
4%0"
4'-3"
20
4'-9"
5'-0"
5'-0"
0.483
0.403
0.333
64
2.341
0.132
0.178
42"
4'-6"
4'-8"
4'-9"
22
5'-3"
5'-8"
6'-6"
0.560
0.5601
0.370
77
2.878
0.180
0.243
48"
5'-4"
5'-4"
5'-e
26
6'.3"
0,743
0.743
0.407
111
3.623
0. 235
0.317
64"
6'-10"
5'-10"
5'-9"
28
6'-]"
8'-10"
8'-TO"
0.865
O.885
1 0.444
1 120
4.203
0.297
0.401
Go"
6'-8"
6'-6"
8'-3"
30
9'-3"
Y-8"
l'-8"
1.0421
1.042
1 0.4811
145
5.090
0.367
0.495
Be"
7'-1"
7'-1"
8'-9.
32
7' 10"
B' 1"
8'-1"
1.210
1,2101
0.5181
109
1 5.917
0.4
0.589
Y 2" WEEP LE
PLAN
NlCGI1VN A -A
WYNDWATER - PHASE 2
Topsail Township Pender County North Carolina
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OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, ON 04 BM DOWELS AT Q Q 1 -
12" CENTERS ¢ AS DIRECTED BY THE ENGINEER. z V
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IF REINfORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB O O 2 z
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OIANTITIES ACCOIIDINOLY. NQ- = ~ z W
CONSTRUCT WITH PIPE CROWNS MATCHING. O O O " Q
INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z H-N ccINSTALL STONE DRAINS, OF A MINI" OF 1 CUBIC FOOT OF MD. ]BM STONE IN A � >
POROUS FABRIC BII OR WRAP, AT EACH WEEP HOLE ON AS DIRECTED BY THE ENGINEER. D. 0
CHVIFER ALL EXPOSED COWERS 1". w
O
dUWINO NOT TO SCALE.
•INCREASE THE SIZE OF THE 6" OPENING TO e" MAX., AS DIRECTED BY THE
EN31NEER BY ADDING 2" TO THE WALL HIEGHT ABOVE THE TOP ELEVATION. ADJUST
QUANTITIES ACCORDINGLY.
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TOP SLAB G m
roe sus e ¢
T P EIEVAAUN 0 x
T GUTTER LINE U.
k4 8M Z S"" 2E a W
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O.E.TE
TOP ELEVATION1N2" CLR.Ciolt
DO
4q"CLR. -•i I(THICIOiESSPIPE I�VARIES " Cc(SIN.)Tk4 SM Z T ( N W -
DTE _ CL N
SECTION Y-Y PART SECTION Y-Y rn
N
SNOWING DETAILS AT OPENING O UA
z
WIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) UI W
ox W PIPE REINFORCING & SOT. SLAB CU. YM. COMO TOTAL
ONNTmEB OEDJCTION
B' iHRwT
WIDTH HEIGHT BRAS - Y BARS . Y BARS - Z DIMENSIOB IN BOX BOX W BLABS ONE PIPE OPEXINO
B H N0. LENOTN NK1 LELNGTM NO LENQfH F G TOP Sue W- R WU1n. D LD. MOM. (DIN C.B.I R.C. I YD z
2'.3" V-10" 14 1 T-O" 8 1 4'-3" 1 2 1 4'-3" 1 4'-8" 1 3'-3" 1 0.181 D-2711 0.250 1 27 1 1.0461 0.015 2.9320.046 W 2'-3" 1 2'- 1 1 4 1 3-0 8 1 4'-3 2 1 4'-3" 1 4'-8" 1 3'-3" 1 0.181 1 0.271 1 0.250 1 27 1 1.1nR 1 0, 023 I0.038 O-na9
STANDARD DETAILS
PREPARED FOR:
SIGNATURE TOP SAIL NC, LP
9337B Katy Freeway #377
Houston, TX 77024
713-822-3891
ECEI !Y
GSP CONSULTING, PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No. I
C-1001

VICINITY MAP
VICINITY MAP
(NTS)
LEGEND
DESCRIPTION EXISTING PROPOSED
1' CONTOUR INTERVAL ----------------------------
5' CONTOUR INTERVAL - - - - - - - - -
PROPERTY LINE — - - — - - —
ROADWAY CENTERLINE -- - - -- - - - — - — --
RIGHT OF WAY LIMITS -"'-"'-"'-"•- -"'-"'-"'-"'-
EASEMENTLINE ---------------------------- .--""-"-""""--"---""-""-"-"--"""-
CURB & GUTTER -----------------
SANITARY SEWER FACILITIES---�--0- --'-
-
STORM SEWER FACILITIES - - - -®- - - ELJILM
WATERLINE --•---•---•---• -•—•—•—•-
FIRE HYDRANT ASSEMBLY�-N-
WATERWAYS _...-...-...-...-...-..._ N/A
PROPOSED
x
PROPOSED LOT AND S.F. 5,000 s.f.
OPEN SPACE LABEL 0 STREET SIGN
OPEN SPACE ® 404 WETLANDS
BUILDING SET BACKS .................................
PRIVATE SANITARY SET BACKS ................................ FLOW DIRECTION
PRELIMINARY PLAT
PENDER COUNTY, NORTH CAROLINA
APRIL 2015
......................................................................------- --- - -
---------------------------
Qp OIL
I
V.� - •_.,-.,._..._ ._.. :-.._ __ _... r -- ------------------------------- _
•ayiaLar.a •.
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• -"� � it
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A
I
5�+./ t �:. / i. i ,...._..._..._..._...� \..`�Ti v _ __...__ _ ._. _.._..._ ...-.__.__..._..._..._ _ ��...Y• •�•`.y j-' � ..I r.. , ...� r i i� •,-i. •. - -•` I �
.r
'1 "= 5dO'
:
I DEVELOPER/OWNER
F
Signature Top Sail NC, Ltd.
4307 Peeble Drive
WILMINGTON, NC 28402
PHONE: [phone]
PREPARED
BY:
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
PRELIMINARY PLAT APPROVED BY PENDER COUNTY FOR A PERIOD OF TWO
(2) YEARS SUBJECT TO THE PENDER COUNTY UNIFIED DEVELOPMENT
ORDINANCE REQUIREMENTS AND CONDITIONS OF APPROVAL.
PLANNING STAFF
DATE
CERTIFICATION OF SUBDIVISION
A COPY OF THIS PLAT HAS BEEN SUBMITTED. APPROVAL IS SUBJECT TO REVIEW;
THIS DOES NOT CONSTITUTE APPROVAL.
PENDER COUNTY UTILITIES DATE:
PENDER COUNTY ENVIRONMENTAL HEALTH: DATE:
PENDER COUNTY ADDRESSING COORDINATOR: DATE:
INDEX
OF
SHEETS
SHT
C-0
COVER SHEET
SHT
C-1
GENERAL NOTES
SHT
C-2
EXISTING CONDITIONS PLAN
SHT
C-2.1
TREE INVENTORY PLAN
SHT
C-3
SITE PLAN
SHT
C-4
UTILITY PLAN
SHT
C-5
GRADING, DRAINAGE & EROSION &
SEDIMENT CONTROL PLAN
SHT
C-6
WEST CRAFTSMAN WAY PLAN & PROFILE
SHT
C-7
WEST CRAFTSMAN WAY PLAN & PROFILE
SHT
C-8
N. LAMPLIGHTERS WALK PLAN & PROFILE
SHT
C-9
WET DETENTION BASIN DETAILS
SHT
C-10
STANDARD DETAILS
SHT
C-10.1
STANDARD DETAILS
SHT
C-11
UTILITY DETAILS
SITE DATA TABLE
GENERAL NOTES:
1. PENDER COUNTY PARCEL NO.:
PIN 4214-12-8251-0000
2. TOTAL TRACT AREA: 6,256,131 SF = 143.62 AC.t
PHASE 2 AREA: 986,812 SF = 22.65 AC.f
3. ZONING: PLANNED DEVELOPMENT (PD)
4. A PORTION OF THIS PROPERTY I1 WITHIN A SPECIAL FLOOD HAZARD ZONE PER
FEMA FLOOD INSURANCE RATE MAP /3720420400J, EFFECTIVE DATE 2/16/2007 AND
FLOOD INSURANCE RATE MAP /3720421400J, EFFECTIVE DATE 2/16/2007.
5. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS OR IS UNDER CAMA JURISDICTION.
6. THIS PROPERTY DOES CONTAIN 404 FEDERAL WETLANDS WHICH HAVE BEEN APPROVED BY
THE USACOE.
GENERAL NOTES:
1. OWNERSHIP REFERENCE:
D.B. 4379 P.G 330-346 PLAT # 16 PG. 73
2. PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED PLANNED DEVELOPMENT
(PD).
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 NC00T SUBDIVISION ROADS
MINIMUM CONSTRUCTION STANDARDS.
5. INTERIOR ROADWAYS FOR PHASE 2 ARE TO BE PUBLIC. PUBLIC ROADWAYS 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 HALL BE AUTOMATIC UPON PURCHASE.
7. THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS PRELIMINARY 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 APPROVAL.
B. BUFFERS WILL BE PROVIDED PER CURRENT PENDER COUNTY ZONING ORDINANCE.
9. ALL LOTS WIDTHS WILL BE A MINIMUM OF SEVENTY (70) FEET.
10. ALL LOTS WHICH FRONT CUL-DE-SACS SHALL HAVE A MINIMUM CHORD LENGTH
AT ROW OF THIRTY FOOT (30') MINIMUM.
11. THERE ARE NO WETLANDS LOCATED WITHIN THE LIMITS OF THIS PHASE OF THE
PROJECT.
12. ALL LOTS SHALL MEET CURRENT PENDER COUNTY UNIFIED DEVELOPMENT
ORDINANCE REGULATIONS.
13. ALL PROPOSED OPENSPACE/RECREATION AREAS ARE NON -BUILDABLE FOR ANY
TYPE OF DEVELOPMENT.
MINIMUM LOT DIMENSIONS: PROPOSED BUILDING SETBACKS:
AREA IN (S.F) 12,000 SF FRONT - 20'
MIN USABLE LOT AREA (X) 95X REAR - 20'
MIN LOT WIDTH (FT) 70' SIDE - 10,
MIN CHORD AT ROW (CUL-DE-SAC) 30' CORNER - 15'
MAX BLDG.. HT. (FT) 38' ANY PERIPHERAL PROPERTY LINE
STRUCTURES - AS PER NORTH CAROLINA
STATE BUILDING CODE
APPROVED
' =CAROLINA ENVIRONMENTAL
MANAGEMENT COMMISSION
�S 11�1oy1� 813115 V�'-�
DEVELOPMENT DATA* v
PHASE 2 AREA: 986,812 SF
= 22.65 AC.t
PROPOSED DENSITY 54 UNITS = 2.4 UNITS/AC
AVERAGE LOT SIZE - 13,631
SF
AREA OF LOTS PROPOSED -
749,719 SF = 17.21 ACt
AREA OF ROW PROPOSED -
125,762 SF = 2.89
ACt
TOTAL PROPOSED ROAD LENGTH - 2,394 L.F.t
IMPERVIOUS SURFACES -
PROPOSED BUA -
ROADS -
81,389
S.F.
SIDEWALKS -
7,348
S.F.
LOTS -
243,000
S.F.
TOTAL -
331,737
S.F. (33.6%)
i AFk 7 9 2015
DEVELOPMENT NOTES: ac
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE = 8 SEAL g
PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE. 031315 s
.
• SINE
2. PROJECT SHALL COMPLY WITH ALL CITY, STATE & FEDERAL ....... pp ;.•'`�
REGULATIONS. off S.
YD,xt31S
NOTE:
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE & THE
STATE OF NORTH CAROLINA
PROJECT NAME: WYNDWATER - PHASE 2
GSP CONSULTING PROJECT #: 2014-0002
•

COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REOUIRED 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. 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 O PROPOSED WORK, AND TO FOLLOW ANY
GUIDELINES OR STANDARDS WITCH ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES:
I. EXISTING TOPOGRAPHY, 13DUNDARY 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.
B. CONTRACTOR SHALL REMOVE ASPHALT, AGGREGATE BASE COURSE. AND CONCRETE CURB r9: 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 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
May 2014
License #
job No.
P-0718
2014-0002
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 ADWTIONAL 2
INCHES OF 04 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 BACIONG IS USED
WITH B FOOT STAKE SPACING.
4. INSPECT INLET PROTECTION AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT. CLEAR THE MESH WARE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEQUENT RAINS TAKE CARE NOT M DAMAGE OR UNDERCUT THE
WIRE 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 CDVER.
6. INSPECT S1OMMER 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 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
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 REQUIRED 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.
STABILIZATION NOTES
I. 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
CENTIPEDE GRASS
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/EARLY SPRING
WINTER AND EARLY SPRING
SPECIE 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
SPECIPc
RYE (GRAIN)
Seeding dotes
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. REFERTIUZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
WYN DWATER - PHASE 2
Toosail Townshi
Pender
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 ADEOUATE 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-SW-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.
11 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 REWIRED.
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 PENDER COUNTY
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 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
L 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.
1-500-632-4949
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 UNES
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
R
Alit? I 2015 ? ��
SEAL
BY. ? 031315
S.
PREPARED FOR: T SIGNATURE TOP SAIL NC, Ltd. GSP
CONSULTING PL C
JJ ��JJ J Sheet No.
4307 PEEBLE DRIVE E N G I N E E R I N G C_ 1
WILMINGTON, NC 28412 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 910-"2.7870 fax: [phone]
713-822-3891

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20
1 inch 60 ft.,
BY:
Designer
GSP
Scale
I* = 60'
Drawn By
Date
GSP
Moy 2014
License It
job No.
P-0718
2014-0002
WYNDWATER - PHASE 2
Topsail Township Pender County North Carolina
EXISTING CONDITIONS
PREPARED FOR:
SIGNATURE TOP SAIL NC, Ltd.
4307 PEEBLE DRIVE
WILMINGTON, NC 28412
713-822-3891
GSP CONSULTINGPLLC I Sheet No.
ENGINEERING C-2
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

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Designer
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Scale
1" = 60'
Drawn By
Date
GSP
May 2014
License #
job No.
P-0718
2014-0002
PREPARED FOR:
SIGNATURE TOP SAIL NC, Ltd.
4307 PEEBLE DRIVE
WILMINGTON, NC 28412
713-822-3891
GSP CONSULTING, PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-3

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EX. 6" SDFj2c&W/M DORDALDDRRI�VE_ -
- 60' R/W (PUBLIC)
GENERAL UTILITY NOTES:
1. WATER SERVICE SHALL BE BUILT TO PENDER COUNTY UTILITIES STANDARDS AND SPECIFICATIONS.
2. ALL UTILITIES SHALL BE UNDERGROUND.
3. WATER SERVICE TO BE A PUBLIC PIPED DISTRIBUTION SYSTEM OWNED AND OPERATED BY PENDER
COUNTY.
4. SANITARY SEWAGE TO BE BY DRAINFIELDS OWNED AND OPERATED BY THE LOT OWNER.
5. A HOMEOWNERS ASSOCIATION SHALL BE FORMED TO GUARANTEE CONTINUAL MAINTENANCE OF THE
COMMON AREAS AND OPEN SPACE.
6. ALL WATER AND SANITARY SEWER SYSTEMS WILL BE DESIGNED TO MEET PENDER COUNTY AND
STATE REQUIREMENTS. FINAL CONSTRUCTION PLANS WILL BE SUBMITTED TO BOTH AGENCIES AND A
PERMIT TO CONSTRUCT PRIOR TO UTILITY INSTALLATION.
7. ALL WATERLINES SHOWN WILL BE SIZED IN ACCORDANCE WITH APPLICABLE PENDER COUNTY AND
STATE REQUIREMENTS.
8. SANITARY COMPONENTS WILL REMAIN AT MINIMUM 10' FROM ANY LOT AND/OR PROPERTY LINES.
9. ALL WATER SERVICES TO BE INSTALLED BY DEVELOPER AND INSPECTED BY PENDER COUNTY
UTILITIES.
Designer -
GSP
Scale
1" = 60'
Drawn 8V
Date
GSP
May 2014
License #
job No.
P-0718
2014-0002
L
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' 4214 7092 0000
/
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CRAWFORD JASONMAYO
HOLLIS DURWOOD J et of BENTON JENNIFER DEANN
REBECCA COLE ET
DWYET AaTIl
HALL THOMAS F /
ROY et al I
000 I TRUSTEE1-1
4214ZONINIG:2
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0RD0000
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4214-21-2ZONING.8 - 000 I
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4214-21et5247-0000 I
42'4-21et6128-0000 I
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ZONING:
ZONING: PD
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I
�--
----�---
---�---
1--
-----�---
-W---w---W---w---W---W---w---W---W---W---w---W---w--
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9. ALL MATERIALS SHALL CONFORM TO PENDER COUNTY UTILITIES REQUIREMENTS. NON -CONFORMING
MATERIAL WILL NOT BE ACCEPTED FOR FINAL CERTIFICATION.
10. A ONE YEAR WARRANTY PERIOD APPLIES TO ALL UTILITIES CONSTRUCTION. THIS WARRANTY PERIOD
DOES NOT BEGIN UNTIL NCDENR FINAL APPROVAL OF THE SYSTEM HAS BEEN RECEIVED. A WRITTEN
COPY OF THE WARRANTY WILL BE REQUIRED PRIOR TO FINAL ACCEPTANCE.
11. PROPOSED WATERLINE TO BE LOCATED IN A MINIMUM OF 5' FROM BACK OF CURB.
12. RJ GRIP RINGS TO BE INSTALLED AT ALL FITTINGS.
13. ALL VALVES TO BE LOCATED OUTSIDE OF PAVEMENT.
14. ALL UTILITY CROSSINGS SHALL BE COORDINATED WITH PCU AT PRE -CONSTRUCTION MEETING PRIOR
TO BEGINNING CONSTRUCTION.
15. COORDINATE HYDRANT DETAIL, TAPPING SLEEVE & FUTURE CONNECTION DETAILS WITH PCU AT
PRE -CONSTRUCTION MEETING.
WYN DWATER - PHASE 2
Township Pender County North Carolina
PALIOTTI J
_ et of
4214-20-87
\ / ZONING:
TOTAL LINEAR FEET PROPOSED
229' - 2" SDR-21 WATERLINE
1,276- 6" SDR-21 WATERLINE
2,119' - 8" SDR-21 WATERLINE APR 2 9 2015 C1�aa`!4f4,�4aw
I
SEAL
GRAPHIC SCALE 031315
60 0 30 60 120
ees
1 inch = 60 fLysA[/�Y IS'4GF
PREPARED FOR: GSP CONSULTING,PLLC
UTILITY PLAN Sheet No.
SIGNATURE TOP SAIL NC, Ltd.
4307 FEEBLE DRIVE ENGINEER 1 N G C_4
WILMINGTON, NC 28412 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
713-822-3891

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GRAPHIC SCALE
60 0 30 60 120
1 inch 60 ft.
C C�
Designer
GSP
Scale
1" 60'
Drawn By
Date
GSP
Moy 2014
License #
lob No.
P-0718
2014-0002
FROM
TO
LENGTH
ft
QIAMETER
in
SLOPE
,NV. DN
ft
INV. UP
ft
RIM
ft
MATERIAL
2
1
254
36
0.66
19.70
21.38
27.39
HOPE
3
2
43
30
0.09
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21.44
27.39
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4
3
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18
95
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21.63
26.55
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19
200
24
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22.23
26.55
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21
20
158
24
0,30
22.23
22.70
27.42
HDPE
22
21
88
15
0.30
22.70
22.96
26.55
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23
22
35
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22.96
23.07
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24
1 19 1 35 15 0.31 21.63 1 21.74 26.55
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25 1 20 1 35 15 0.31 22.23 22.34 26.55 THDPE
27
26
179
24
0.30
19.96
1 20.50
24.58
1 HDPE
28
27
1 90
24
0.30
20.50
1 20.77
24.80
1 HDPE
29
28
1 25
18
0.32
20.77
1 20.85
24.80
HDPE
'L1
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PREPARED FOR:
SIGNATURE TOP SAIL NC, Ltd.
4307 PEEBLE DRIVE
WILMINGTON, NC 28412
713-822-3891
PC
SEAL
031315
S.
,PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5

Revision
Designer
GSP
Scale
1. = 50.
Drawn By
Date
GSP
May 2014
License #
Job No.
P-0718
2014-0002
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WYNDWATER - PHASE 2
ITopsail Townsh
Pender
11+00 + 12+00 + 13+00 + 14+00 + 15+00
NORTH LAMPLIGHTERS WALK
North Carolinalll PLAN & PROFILE (PRIVATE)
+ 16+00 + 17+00
PREPARED FOR:
SIGNATURE TOP SAIL NC, Ltd.
4307 PEEBLE DRIVE
WILMINGTON, NC 28412
713-822-3891
SEAL
r? 's 031315
APR t 9 2013 .; c �►�
B- �RRY S.
GRAPHIC SCALE
50 0 25 50 100
1 inch = 50 8.
VJr VINJULI IIN V,r LLB. Sheet No.
ENGINEERING C-8
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

- 4 x4 REINFORCE DR BRICK BOX
- - - - t 1
,f4- D CONCRETE BOX
X18.46
GALVANIZED BAR GRATING I' x 1/8' BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4• x 1 I/4' x 1/4'
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
-
__
OUTLET STRUCTUR- 4 MAX TRASH RACK OPENING - 3 - 14.4"x24" OPENINGS RIM ELEV 22.69
- _ -- _- -- - _- PLACE 1/2" GALVANIZED HARDWARE
- - _ -- - - - - -- -- -- cxo1H OVER ORIFICE OPENINGS
--- - ---
- -- -- --- --- -- --- "- --- WITH STAINLESS STEEL FASTENERS
- -- - -- - - -- - ELEV=21.8
20' WIDE
\ EMERGENCY SPILLWA
FLOOD POOL EL. = 21.8
W/CLASS B R
4' SCH. 40 PVC OUTLET
/0.0' 04'-24' CULVERT B 1.0
- - - - - - - - - - -
ARY (CFI FV=21. A� EL 21.0 NORMAL POOL EL. = 20.5
ELF TOP ELEV=21.0 54 v v N 24 EL. 20.5 24
W . NORMAL POOL ELEV-20.5 \ T INv. EL. = 20.45
S IF - \ FILTER FABRIC 12
\ \ t0 1 iu
--
\ \ \ \ ' THICK CLAS 2 FT MIN
- ` \
\ \ B' RIP -RAP
FOREBAY RIP -RAP
\ \ . I ` 'EXTENDED BASE
\ \ N.T.S.
_ \ 104'-24" HDPE 1.0% `� `\ OUTLET STRUCTURE DETAIL
N.T.S.
i
L=20NOTES:
I \ TOP OF BANK ELEV. 26.00
1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 15.0 IN
\ ( 124 - _ 24 NTH SEDIMENT STORAGE DOWN TO 14.0 IN
THE \ \ AR WS ELEV 5 THE MAN POND AND 16D AND :0 I THE FOREBAY l00 YE 23 9 i N
INLET _ \ I N ELEV 2300 `� 2. SEASON HGH�WATER TABLE NWAS ETAKENBAT A GROUND ELEVATION OF 24.25 AND
�. T x
ESTIMATED TO BE 40 INCHES FOR AN ELEVATION OF 20.95, WHICH IS WITHIN 6" OF
THE PERMANENT POOL ELEVATION OF 20.5.
/ I FILTER FABRIC 3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER
12' THICK CLASS SYSTEM AND DISCHARGED TO THE WET DETENTION POND.
/ I 'B' RIP -RAP
I 4, POND WALL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY,
/ I I EMERGENCY SPILLWAY 5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE MUCKED
N. T. S. OUT.
6. POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT.
7. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX.
o 362' T 91
NJESTnPATIAM
I 191'
�-OPND ELEV=24.25
MAIN POND
(' DEPTH = 40 BOTTOM ELEV=15.0
EXC�V 4 OO TO
ELEVFOR ('
I
SEDIMENT STORAGE
14
I
n-7
SHALLOW WATER -
SHALLOW LAND
Designer
GSP
Scale
1" = 20'
Drawn By
Date
GSP
May 2014
License #
lob No.
P-0718
2014-0002
SEDIMENT STORAGE
SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM)
@ 1 PLANT PER 4 SF (24" O.C.) =804 PLANTS
= 3,212 S.F.
PLANT TYPE
I QTY
I
I BOTANICAL NAME
COMMON NAME
ROOT
I CALIPER
I HEIGHT
I NOTES
402
Sagittaria latifolia
Duck Potato
CONT.
1 4" Pot
24" O.C.
HERBACEOUS
402
Pontedaria cordata
Pickerelweed
CONT.
1 4" Pot
1
24" O.C.
SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) = 3,354 S.F.
@ 1 PLANT PER 6.25 SF (30" O.C.) -536 PLANTS
PLANT TYPE I
QTY I
I BOTANICAL NAME I
COMMON NAME
ROOT
I CALIPER
HEIGHT
I NOTES
268
Hibiscus coccineus
Scarlet Rose Mallow
CONT.
4" Pot
30" O.C.
HERBACEOUS
268
Lobelia cardinalis
Cardinal Flower
CONT.
4" Pot
30" O.C.
NOTES:
1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE.
2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB -SOILS, THEY OFTEN
LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF
PLANTS ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD
TOPSOIL NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED NTH 4
INCHES OF WELL -AGED COMPOST TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET
SPECIFICATIONS FOR GRADE A COMPOST QUALITY.
3. A MINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT
SURVIVAL/REPLACEMENT.
WYNDWATER - PHASE 2
Topsail Township Pender County North Carolina
SLOPE TO TOP OF
POND VARIES 3-1
WET DETENTION BASIN DETAILS
SLOPE TO TOP OF
POND VARIES 3:1
- - - - - 3=1 SIDESLOPE
8 10' 3-1 SIDESLOPE - 5' '
10:1 SIDESLaPE
EL. 16. 10:1 SIDESLOPE SEE STORMWATER LANDSCAPING PLAN
DETAIL AND PLANT LIST FOR PLANTINGS
FORE BAY POND BOTTOM ON THE 10' WIDE VEGETATIVE SHELF 11
POND
SHELF BOTTOM
POND BOTTOM
ISUI IRFACE AREA
SURFACE AREA
AVERAGE
SHWT
NORMAL POOL
SHELF BOTTOM
DEPTH
AREA
AREA
PROVIDED
REOUIRED
POND DEPTH
ELEVATION
I
ELEVATION
ELEVATION
(FT)
(SF)
(SF)
(SF)
(SF)
(FT)
(FT)
20.5
20.0
5.0
29,622
12,593
33,673
29.499
4.0
20.9
PREPARED FOR:
SIGNATURE TOP SAIL NC, Ltd.
4307 PEEBLE DRIVE
WILMINGTON, NC 28412
713-822-3891
POND CROSS-SECTION
N.T.S.
` SEAL ' '
z 031315
�•. CI .•'
s ��3. •,,• �rtBJ'LSiS�'••
BY: ---_-- GRAPHIC SCALE
20 0 10 20 40
Iinch = 20ft.
VJr <.VIVJVL1 IIVV,r- LLt. sheet"
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: 9IG-799-6659

NOTES: 1). ALL P.V.C. PIPES ARE TO BE 4" I.D., SCHEDULE 40
2). ALL JOINTS OF THE FLOATATION SECTION SHALL
BE SOLVENT WELDED. JOINTS OF SKIMMER SECTION
NEED NOT BE WATER -TIGHT.
3). 4" HOPE FLEXIBLE DRAIN PIPE IS TO BE ATTACHED
TO THE POND OUTLET STRUCTURE WITH WATER -TIGHT
CONNECTIONS.
4). ORIFICE IS TO BE SIZED ACCORDING TO STORAGE
VOLUME AND TO SLOWLY RELEASE 1' RUNOFF
FOR AT LEAST 24-HOURS.
Designer
GSP
Scale
NO SCALE
Drawn By
Date
GSP
Way 2014
License 1i
Job No.
P-0718
2014-0002
N. T. S.
WYN DWATER - PHASE 2
Topsail Townshi
Pender Cou
FLOATATION
SECTION
North Carolina
EAR
2'-0'
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
TOP STRAND MIN. 014 GAUGE
Y
AND
LINE
WIRFIS
MIN-1
BOTTOM STRAND MIN. #14 GAUGE \�
Y/
z
c
u7
z
7
C
CS
r STEEL POST
4" X 8" TRENCH LINED
W/ 12" OF FABRIC AND
COMPACTED FILL ON TOP
NOTES:
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM
MESH OPENING OF 6-INCHES.
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95R BY WEIGHT OF
POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS
IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355.
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.
TEMPORARY SILT FENCE
NOT TO SCALE
2' SF9.5A TYPE '1' ASPHALT
, -in
C�sff1:Id&`tt1 F3
MODIFIED VALLEY GUTTER
N. T. S.
STORM DRAIN PIPE
I
STORM DRAIN PIPE
PLAN
TAILWATER
1 FLOW
NON -WOVEN FILTER FABRIC J \—N.C.D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
RIPRAP LOCATIONS
LENGTH (FT.)
UPSTREAM
WIDTH (FT.)
DOWNSTREAM
WIDTH (FT.)
36" CULVERT
18
9
12
SWALES INTO POND
21
10
10
RIP —RAP OUTLET PROTECTION
N. T. S.
SEQUENCE OF CONSTRCUTION
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON
EROSION & SEDIMENT CONTROL PLAN.
2. INSTALL PERIMETER CONTROLS (TEMPORARY SEDIMENT BASIN,
SILT FENCE, TREE PROTECTION FENCING, ETC.) AS SHOWN ON THE
EROSION & SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE
COMPLETED PRIOR TO UPSLOPE LAND DISTURBING ACTIVITIES.
3. THE EXISTING POND WILL ACT AS TEMPORARY SEDIMENT BASIN
DURING CLEARING AND GRUBBING ACTIVITIES.
4. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING
MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS
OF DISTURBANCE. POND WILL BE PUMPED DOWN BY MECHANICAL
MEANS AS NEEDED TO MUCK OUT SEDIMENT WHEN THE SEDIMENT
REACHES 50% CAPACITY.
5. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL
AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR
15 WORKING DAYS AN ALL SLOPES WITHIN 21 CALENDAR DAYS.
6. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS,
STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS
POSSIBLE.
7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED
AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM
AND SPECIFICATIONS.
8. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL
DISTURBED AREAS HAVE STABILIZED, MECHANICAL SEDIMENT
CONTROLS SHALL BE REMOVED. SEDIMENT FROM TEMPORARY
SEDIMENT TRAPPING DEVICES SHALL BE DISPOSED OF BY
SPREADING ON THE SITE OR HAULING AWAY IF NOT SUITABLE FOR
FILL. ALL DENUDED AREAS ARE TO BE PERMANENTLY STABILIZED
WITH PERMANENT VEGETATION.
PLAN VIEW
50' MIN.
' DIVERSION TO DIRECT RUNOFF FROM R/
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N. T. S.
4 SEAL
APR 2 9 2011 = 031315
BY: _ �+q�GIN
�a. RRY S. Q
PREPARED FOR: (3Cp CONCJULTIN� PLLC
SIGNATURE TOP SAIL NC, Ltd. V J r , sheet No.
STANDARD DETAILS 4307 PEEBLE DRIVE E N G I N E E R I N G C_1 0
WILMINGTON, NC 28412 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
713-822-3891

m o m Zy m
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SECTION - PP SECTION - IN 1'`rr q,�n
B rL �tl SECTION B-B 9� XwI�
,r _______ NCDOT _ DETAIL_ 840.03 __ PLAN
NCDOT DE AIL 840.03 - � z -n 1 „ 2 „ z o M VAR -6" Z w
y m FRAME,GRATE, a HOOD ASS'Y � N °C ut 70 9 z WATER FLOW SAG WATER FLOW x 9 O m O 2 A ~ F
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to
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TYPE - F PEt�
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840.03 MOOD ELEVATION 840.0 40.03 840.03 pC C
852.05 1'-8" CURB AM GUTTER 852.05
O jD GENERAL NOTES: Z m E z
G-0 BACK OF CURB sTO. eaoUSE CLASS "B" CONCRETE THROWHOUT. 0} O, OT
1 A OPTIONAL MANHOLE
< X PROVIDE ALL CATCH BASINS OVER V-6" IN DEPTH WITH STEPS 12" Q Q ,<H • Z g G" E Q Q
M z ' • ON CENTER. USE STEPS MICH COMPLY WITH STD. DRAWIM MO.66. F y O ¢ F
N O p GENEML NOTES: Z
D"O T P E ATI OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR #4 MR DOWELS AT Hy¢Lry I-+-n9y Y Hr2 V, L0
r p T -{ O v7 v >, p :,.9'.: p e 12" CENTERS AS DIRECTED BY THE ENGINEER. LL J O ti O i� I 6" CHAMFER ALL EXPOSED GARNERS 1". LL J O M 4 "
„my Z 1 2 n Y :: A e Y L _ USE FORMS FOR THE CONSTRUCTION OF THE BOTTOM BIAS. D O DO= Z -{ 2 i I USE CLASS "B" CONCRETE THROUGHOUT p 0 d 2 Z
E a L E (n
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2 T D D m m AS SHOWN ON STD. NO. 640.00. Q U O Z - . - F O O
z u .e #4 BAR DOWELS AT 12" CENTERS AS DIRECTED BY TIE ENGINEER. O
x Tn 0 6" 6" x USE TYPE "E", "F" AND "G" GRATES UNLESS OTHERWISE INDICATED. F x y 0 D m I" T I Q F Fti
D
T __--v F'- 2 Z m T '�� m ♦ 1 ' USE FORMS TO CONSTRUCT THE BOTTOM SLAB. F 2 Z
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M Lu �- - - - • - -� 12" ON CENTERS IN ACCORDANCE WITH STD. NO. 840.06. 1
Clf0 PLAN X " " SEE NOTE CHAMFER ALL EXPOSED CORNERS 1". O y 7-
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TOP ELEVATI N - Y SEE STANDARD M0.54 C HORNTENEDEMOUNDOPENING INITION OF TTOP SLABHE ,
NCDOT VARIABLEIDIAGONAL
m m m FOR MANHOLE COVER A FIIMIE #4 BANS "A" HEIGHT BRICK MASONRY, OPENING IN TOP SLAB.)
N C D O T P ELEVATION C. DETAIL 840.02 P LAN OPTIONAL SPACTO C. MAX. DEPTH OF THIS STRUCTURE FROM TOP OF BOTTOM SLAB TO TOP
SNICK MAV BE USED ELEVATTON IS 12 FEET.
- - - - .NO. 84 .0 ST P - M. N46STEPS - STD. N0. 840.66 TO ADJUST FRAME A
COVER TO SURFACE
-_ __ --- ELEVATION MAX.V NCDOT DETAIL 84 1 #4 BAR
TOP ELEVATION
m a "rl ¢ m cc
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= s a" T SECTION J-J m = 4'' : :.' F F r S REINFORCEMENT DIMENSIONS CUBIC YARDS TOTAL DIANTITIES DEDUCTIONS FOR ONE W C
D l" �p WHERE 90" TO 3B" PIPE IS USED CU W - N D 8" PIPE SPAN WIDTH HEIGHT BARS "A" IN BOX BOX P1G SLABS PIPE W.Y08. F
SEE NOTE SECTION IN -IRA O _
Z TOP BOTTOM Sk LI LBS. CU. YDS. W
W ,y WHERE 42' TO 54" PIPE IS USED 1N-' 0 z Z - , UP. JOINT D A B H NO. LENGTH E F SLAB SLAB R.OF Hf. REINF YIN. Hv C.S. R. C. m D Z WHERE 90" TO 38" PIPE IS USED Cl) 0
CD O RISER HT. J Z m D� '� P -•9. 12'• 2'-0" 2'-0" V-3" 12 2'-9" 3'-0" V-0" 0.167 0.187 0.185 22 0.760 0.015 0.024 j = i
�1 :': n.Y u.Y ::'v.
.:r- ,. 4:1 .--. T r i6" 2'-9° 2'-3" 2'-6" 12 3'-0" 3'.3" 3'-3" 0.196 0,196 0.204 24 0.002 0.023 0.038 Ty O `"
ui
LZV 8" -� = 18" 2'-8" 2'-e" 2'-9" 14 3'.3" 3'-6" 3'-e" 0.227 0.227 0.222 30 1.066 0.033 0.049 Z V
24' W-0" 3'-0" 3'-3" 18 3' 9" 4'-0" 4'-0" 0. no 0.296 0.259 40 1.434 0. 059 0.085
e p A t; 90" 3'-8" 3'-8" 3'-8" 1B 1'-3" 4'-8" 4'-8" 0.375 0.375 0.288 51 1.860 0.082 0.127
:'I c 36" 4'-0" 4'-0" 4',1' 20 1'-9. W-0" W-0" 0.463 0.463 0.333 64 2.341 0.132 0.In
SEE.`1 m 8" " L 42" 4'-8" 4'-6" 4'-9" 22 5'.3" 5'-B" 5'-8" 0.560 0.580 0.370 ]] 2.878 0.180 0.243
.. ni ''ol .°'.
'�I- [. 40" 5'-4" 5'-4" 5'-3. 26 8' 3" 6'-4" g'-4" 0.743 0.743 0.407 Ill 3.523 0.236 0.317
WHERE 42" TO 54" PIPE IS USED 1 ° :••fie U.:... •'. o' . �'. o . ..'r '::'a' 1. .v.: ;'v'
"'°' " " SECTION Y-Y sd" 5'-10" s'-1o" 5'-9. 29 g'-]" e'-10" 8'-10" O.BBS 0.885 0.444 126 4.283 0.297 0.401
DETAIL SHOWwING METHOD 80 8'-8" 8'-e" W' 3" 30 7'-3" V-6" V-6" 1.042 1.042 0.481 145 S.OBO 0.3g] 0.495
;HEET 1 OF 2 OF RISER C6NSf�0�fiiOTI PLAN PUN SHEET 1 OF EET 7 OF 1 SHEET 1 OF 1
BB" 7'-I" 7'-1" G'-B" 32 ]' 10" 8'-i" S'-1" 1.210 1.210 0. b18 189 5.817 0.444 0.588
nA^ nn QAn n An 1i 0An a4
C3 CIO) v m Y NOTES: USE CLASS "B" CONCRETE THROUGHOUT. 0z
O ''LL V PROVIDE ALL RATCH WINS OVER 3'-G" IN DEPTH WITH STEPS 12" I..rO
<-4 ''LL r1>L" 3'-8" F2EMQ <1 ON CENTER. USE STEPS WHICH COMPLY WITH STD. DRAWING 040.66. FQ
M Z „ e 1112 Q Q '••' Z OPTIONAL CONSTRUCTION - MONOLITHIC POUR, 2" KEYWAY, OR •4 BM DOWELS AT Q Q
xy o 1 DEPRESSION a rr 1� I rr "O CII 000 12" CENTERS AS DIRECTED BY THE ENGINEER. ZF
Hz xD 1'-7%' 1'-7 m -�H F� ooyx z xD USE FOES FOR THE CONSTRUCTION OF THE BOTTOM SLAB. poy=z
1 I IF REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB y
O O 30�D -4 _ I I LLl Q U- O D O m AS SHOWN ON 9T0. NO. W.00. W Z LL
m z D m - - O G E E F U y- O T z FOR 8'.0" IN HEIGHT OR LESS USE e" WALLS AND BOTTOM SLAB. OVER F 0 ¢ O rm
` CO 0 p 7G 0 - ¢ F x m p O 8'-C" TO 16'-0" IN HEIGHT USE 8" WALLS MR BOTTOM SUB. ADJUSTLL ¢ F M
Z ,n V O T N 00 _ O - f0 _ _ - _ - - _ - _ - Co ¢ O Gl r m X _ ( X QUANTITIES ACCOROINOLV. F- x Z LL,I
C) 9 j O ' 1 O x _ - - - A CONSTRUCT WITH PIPE GROANS WATCHING. O ¢ O Q
2 z J-- N Q
-� D D N 0 Z M D D INSTALL 2" WEEPHOLES AS DIRECTED BY THE ENGINEER. z X-N
D 1 F > D -'( INSTALL STONE DRAINS, OF A MINIMUM OF 1 CUBIC FOOT OF W. 7SY STONE IN A F >
H-N 0 d y C r I m POROUS FABRIC BAG OR WRAP, AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER. N1 O
y 2 _ �� u I ' O O z vJ- CMMFEB ALL EXPOSED CORNERS 1". r
SECTION G - G � L 1 DRAWING NOT TO SCALE.
10 LV4Wrr 1r-4W FE4 •INCREASE THE SIZE OF THE 6^ OPENING TO 5" MAX., AS DIRECTED BY THE
I-L �L ENGINEER BY ADDING 2" TO THE WALL HEEGHT ABOVE THE TOP ELEVATION. ADJUST
PLAN OF FRAME In v Y 2" WEEP HOLES QUANTITIES ACCORDINGLY. z
0 V-7%" 1'-7%" CAST IRON O H
c C7 rn a z Pam"" N D DETAIL 840.04
CO PLAN OF GRATING LLI o Cl) m F I°'$LAB G m
r rr Z TOP ELEVATION < T ELEVATION e TOP SLAB R _
N 9 O 2 -31/4 CAST IRON ¢ LZ') TOP SLAB Y4 BAR Z GUTTER LINE
1t1 r
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v I D NCD(Y TAIL 84 " �" %t" o a ro = z D A e a.
B g" , TI it"ELEVATION.Oa.
O -Ti z 1 n 1 u 1 n 1 u W y y 2 e 6" x t o x 101$" O 00
'i r �4,� n 1'3��yy�� n 2 C -f a --�1 PIPE WALL O KK
fA v 1��rr�� �2rr 3 -3`3$ - �4 O Q O O I I "CUR. I(THIDKNESg VMIES Q=
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L.o SECTION H-H 3' 2" �� 2 ��- -i 2 J CO m c' SEE NOTE _ N
Z CO � Z SEE NOTE y O *-
a cD z 2 cD SECTION X-X SECTION Y-Y PART SECTION Y-Y
®- J ~ H 0 SHOWING DETAILS AT OPENING --I W
Z y 0 2Lgrr �� 2 " �� Z O 3 S o Z f
O 0 W 3T YIN. DIMENSIONS AND QUANTITIES FOR CONCRETE CATCH BASIN (BASED ON MIN. HEIGHT, H) W W
r�yye� n N N ' rr N N O W
CO m 3 17'4 2 1 W N W DIMS A BOX G PIPE RI SAIVI - A ROT. BIAS W. M. CONC. TONAL & SLATIE9 DFnucIK B" BOAT
�° YNWu N,
O a PIPE SPAN WIDTH HEIGHT W.
L X NO.
Y BARS - Z 0[YEx51ON8 IN BOX BOX G sIASe ONE PIPE OPEXIx9 V N
O y D A B H N0. LENGTH NO LENGTH NO LENGTH F G TOP 9 m7. s.m MLUH. W M EQf. RIM NI C.3. R-C. YD. �- C R�
"Jr_Brt 2'_sn O 12" V-8" 2'-8" V-10" 4 3'-0• 6 4 3" 2 4' 9" 4' 6" 8' 3" 0.181 0.271 0.250 27 1.046 0.015 0.032 _F 046 O `.
O LL 7- 15 3 -8 2' 3" 2' i" 4 3 0 B 4'-3" 2 4'-3" 4'-e" 3' 3" 0.181 0.271 0,250 27 t.los 0.023 0.038 ­6. -"6 V Ks..- r""^• �,iJ 1-..- 3
,8 4 -0 2'-B' 2'-4" 5 3'-s" ] 4' 8" 2 4' 9" S' 0" T-'a" 0.228 0.940 0.284 95 1.979 0.039 0.049 0.053 r-- d r •'� "
SECTION E - E SECT ION F - F 24" 4' 0" a' e" 2 10 5 3' S' 7 4'.9- 2 4' 9" S' O" 3'-B" 0.226 0.340 0.254 35 1.621 OAS9 D.wo 0.053 Q� SEAL
30" 4'-O" 3' 8" 3'-4" 5 4' 3' B q -g 2 4'-B" 5 0" / 8" 0.278 0.417 0.315 49 /.318 0.082 0.127 0.058( AE�p 9 ?d1J v ':
SHEET 1 OF 1 SHEET 1 OF EET 1 OF 2 31" 4' 8" 4'.0' 3' 1D" 5 4' B" 10 6' 9" 2 6 9" 5-8 5'-0" 0.340 0.510 0. %2 51 2.390 0.13Y 0.178 O.OSB SHEET 1 OF 2 '' I
42" 5'-°" I'-e" 4'-4" 5 W-3" 12 5' 9" 2 V-6" 8'-0" 5-6 D-4DT 0.611 0.389 e! 2.914 OAGO 0.243 0.088 p 3 � s, 031315
840 . 6 840.1 40.04 AM" 5'-0" 5'.0" 4'-10 5 W-D" 13 5'-3" 2 5'-B" e' 0" 0.4u 0.888 0.407 BB 9.298 O.23s 0.31] O.OBB 840. 04 n I
NO.Revision
Date
B
Designer
GSP
Scale
NO SCALE
�
V�/Y N D COAT E R PHASE 2
TO sail Township Pender Count North Carolina
STANDARD DETAILS
PREPARED FOR:
SIGNATURE TOP SAIL NC Ltd.
4307 PEEBLE DRIVE
WILMINGTON,NC28412
713-822-3891
GSP CONCUR TING PI I C
JJ J L V L L
'
E N G I N E E R I N G
6626 Gordon Road Unit Imington,North Carolina 28411 te1:910442-7870 fax: [phone]
Sheet No.
C-10 1
•
Drawn By
GSP
Date
M 2014
License#
P-0718
job No.
2014-0002
1

VICINITY MAP
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VICINITY MAP
(NTS)
LEGEND
DESCRIPTION EXISTING PROPOSED
1' CONTOUR INTERVAL ---------- .---------------.
5' CONTOUR INTERVAL - - - - --- --
PROPERTY LINE — - - — - - —
ROADWAY CENTERLINE ----- -- -------
RIGHT OF WAY LIMITS — ... —"'—"'—"•— —"'—"'—"'—"'—
EASEMENTLINE -----------------w__... __.......................................
CURB & GUTTER --------- --_--__-
SANITARY SEWER FACILITIES
STORM SEWER FACILITIES - - - - -
WATERLINE -.-•.-__ ___m___,_—•—•—•—•—
FIRE HYDRANT ASSEMBLY
WATERWAYS _...- __...._.s..._ ... ..._ N/A
PROPOSED
X
PROPOSED LOT AND S.F. 5,000 s.f.
OPEN SPACE LABEL 0
STREET SIGN
OPEN SPACE
404 WETLANDS
BUILDING SET BACKS .................................
PRIVATE SANITARY SET BACKS ..................... FLOW DIRECTION
PRELIMINARY PLAT
FOR
WYNDWATER -PHASE
2
PENDER COUNTY, NORTH CAROLINA
MAY 2014
DEVELOPER/OWNER
Signature Top Sail NC, Ltd.
4307 Peeble Drive
WILMINGTON, NC 28402
PHONE: [phone]
PREPARED
BY:
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
CERTIFICATE OF PRELIMINARY PLAT APPROVAL
PRELIMINARY PLAT APPROVED BY PENDER COUNTY FOR A PERIOD OF TWO
(2) YEARS SUBJECT TO THE PENDER COUNTY UNIFIED DEVELOPMENT
ORDINANCE REQUIREMENTS AND CONDITIONS OF APPROVAL.
PLANNING STAFF DATE
CERTIFICATION OF SUBDIVISION
A COPY OF THIS PLAT HAS BEEN SUBMITTED. APPROVAL IS SUBJECT TO REVIEW;
THIS DOES NOT CONSrTUTE APPROVAL.
PENDER COUNTY UTILITIES: DATE:
PENDER COUNTY ENVIRONMENTAL HEALTH: DATE:
PENDER COUNTY ADDRESSING COORDINATOR: DATE:
INDEX OF SHEETS
SHT C-0 COVER SHEET
SHT C-1 GENERAL NOTES
SHT C-2 EXISTING CONDITIONS PLAN
SHT C-2.1 TREE INVENTORY PLAN
SHT C-3 SITE PLAN
SHT C-4 UTILITY PLAN
SHT C-5 GRADING, DRAINAGE & EROSION &
SEDIMENT CONTROL PLAN
SHT C-6 ROAD 1 PLAN & PROFILE
SHT C-7 ROAD 3 PLAN & PROFILE
SHT C-8 WET DETENTION BASIN DETAILS
SHT C-9 STANDARD DETAILS
SHT C-10 UTILITY DETAILS
SHT C-1 1 UTILITY DETAILS
SITE DATA TABLE
GENERAL NOTES:
1, PENDER COUNTY PARCEL NO.:
PIN 4214-12-8251-0000
2. TOTAL TRACT AREA: 6,256,131 SF = 143.62 AC.t
PHASE 2 AREA: 1,234,714 SF = 28.35 AC.f
3. ZONING: PLANNED DEVELOPMENT (PD)
4. A PORTION OF THIS PROPERTY II- WITHIN A SPECIAL FLOOD HAZARD ZONE PER
FEMA FLOOD INSURANCE RATE MAP /3720420400J, EFFECTIVE DATE 2/16/2007 AND
FLOOD INSURANCE RATE MAP N3720421400J, EFFECTIVE DATE 2/16/2007.
5. THIS PROPERTY DOES NOT CONTAIN ANY A.E.C. AREAS OR IS UNDER CAMA JURISDICTION.
6. THIS PROPERTY DOES CONTAIN 404 FEDERAL WETLANDS WHICH HAVE BEEN APPROVED BY
THE USACOE.
GENERAL NOTES:
1, OWNERSHIP REFERENCE:
D.B. 4379 P.G 330-346 PLAT # 16 PG. 73
2. PROPERTY IS LOCATED IN PENDER COUNTY AND IS ZONED PLANNED DEVELOPMENT
(PD).
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 STI%DARDS.
5. INTERIOR ROADWAYS FOR PHASE 2 ARE TO BE PUBLIC. PUBLIC ROADWAYS 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. THE DEVELOPERS HAVE THE SOLE RIGHT TO MODIFY THIS PRELIMINARY 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 APPROVAL.
8. BUFFERS WILL BE PROVIDED PER CURRENT PENDER COUNTY ZONING ORDINANCE.
9. ALL LOTS WIDTHS WILL BE A MINIMUM OF SEVENTY (70) FEET.
10. ALL LOTS WHICH FRONT CUL-DE-SACS SHALL HAVE A MINIMUM CHORD LENGTH
AT ROW OF THIRTY FOOT (30') MINIMUM.
11. THERE ARE NO WETLANDS LOCATED WITHIN THE LIMITS OF THIS PHASE OF THE
PROJECT.
12. ALL LOTS SHALL MEET CURRENT PENDER COUNTY UNIFIED DEVELOPMENT
ORDINANCE REGULATIONS.
13. ALL PROPOSED OPENSPACE/RECREATION AREAS ARE NON -BUILDABLE FOR ANY
TYPE OF DEVELOPMENT.
MINIMUM LOT DIMENSIONS:
AREA IN (S.F) 12,000 SF
MIN USABLE LOT AREA (%) 95%
MIN LOT WIDTH (FT) 70'
MIN CHORD AT ROW (CUL-DE-SAC) 30'
MAX BLDG.. HT. (FT) 38'
REQUIRED OPEN SPACE:
55 LOTS • 0.03 AC/LOT = 1.65 ACt
PROVIDED OPEN SPACE
1.65 ACt TOTAL OPEN SPACE PROVIDED
NOTE: PROPOSED OPENSPACE/RECREATION
SPACE AREAS ARE NOT FOR BUILDING OR
STRUCTURAL DEVELOPMENT
DEVELOPMENT DATA:
PROPOSED BUILDING SETBACKS:
FRONT - 20'
REAR - 20'
SIDE - 10'
CORNER - 15' ANY PERIPHERALARK
QQ
STIR G I���E N
MANAGEMENT COMMISSION
,�uO�g 11AC)41ko 113hLi IJ--
TRIP GENERATION:
55 SINGLE FAMILY HOMES:
526 - TOTAL DAILY TRIPS
41 - AM PEAK HOUR
56 - PM PEAK HOUR
PHASE 2 AREA: 1,234,714 SF = 28.35 AC.t •PER ITE TRIP GENERATION MANUAL 8TH
PROPOSED DENSITY 55 UNITS = 1.94 UNITS/AC EDITION, ITE CODE 210
AVERAGE LOT SIZE - 13,063 SF
AREA OF LOTS PROPOSED - 718,488 SF = 16.49 ACt
AREA OF ROW PROPOSED - 113,482 SF = 2.61 ACt
TOTAL PROPOSED ROAD LENGTH - 2,049 L.F.t
IMPERVIOUS SURFACES
PROPOSED BUA -
ROADS - 46,681 S.F.
SIDEWALKS/MULTI-USE PATH - 17,291 S.F.
LOTS - 247,500 S.F.
TOTAL - 311,472 S.F. (25.2%:
UTILITY DATA:
TOTAL - 55 UNITS @ 360 GPD/UNIT = 19,800 GPD
DEVELOPMENT NOTES:
1. ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH THE
PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE.
ArR 1 1 E014 g
a (
BY ------
�^
SEAL
031315
Fk NF-F -
2. PROJECT SHALL COMPLY WITH ALL CITY, STATE & FEDERAL '° -,q"?RY•S*..x
REGULATIONS. p`%1°%y S�`ti'14
NOTE:
ALL DESIGN AND CONSTRUCTION SHALL BE IN CONFORMANCE WITH
THE PENDER COUNTY UNIFIED DEVELOPMENT ORDINANCE & THE
STATE OF NORTH CAROLINA
PROJECT NAME: WYNDWATER - PHASE 2
GSP CONSULTING PROJECT #: 2014-0002

COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REOUIRED FOR CONSTRUCTION OF THESE
PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH FENDER 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. 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 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
2. CONTRACTOR IS TO WALK THE SITE AND BECOME FAMILIAR WITH THE SCOPE OF DEMOLITION
REWIRED. 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.
Designer
GSP
Scale
Drawn By
Date
GSP
May 2014
License #
job No.
P-0718
2014-0002
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 WIRE OF ANY DEBRIS OR OTHER OBJECTS TO
PROVIDE ADEQUATE FLOW FOR SUBSEOUENT RAINS. TAKE CARE NOT TO DAMAGE OR UNDERCUT THE
WIRE 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 VEGETATKN 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 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
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 REWIRED 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.
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 - RIXTURE 5CP
SPECIES RAT BIA -R )
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/EARLY SPRING
WINTER AND EARLY SPRING
SPECES 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
GERMAN MILLET
FALL
SPECIES
RYE (GRAIN)
Seeding dates
r
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.
WYN DWATER - PHASE 2
ITopsail Townsh
Pender
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 PENDER COUNTY
AND THE STATE OF NORTH CAROLINA REOUREMENTS 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:
SIGNATURE TOP SAIL NC, Ltd.
4307 PEEBLE DRIVE
WILMINGTON, NC 28412
713-822-3891
ri - /l
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GSP CONSULTING, PLLC I Sheet No.
ENGINEERING C-1
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: 91G-799.6659

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SIGNATURE TOP SAIL NC, Ltd.
4307 PEEBLE DRIVE
WU0M|NGT0N,NC 28412
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SITE DETAILS
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f Reference N.C.D.O.T. "Minimum Construction
% Standards for Subdivision Roads."
Residential Collector Road X-Section
(w/ Shoulder & Swale)
Not To Scale
Local Residential Road X-Section
(w/ Shoulder & Swale)
Not To Scale
25'R
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50
25' R
a
W
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30' R
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(w/ Shoulder Section)
RA A
CAPSTONE
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4214-22-7567-0000
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MULCH WALKING TRAIL
NOT TO SCALE
GENERAL NOTES:
1. ALL PHASE BOUNDARIES ADJACENT TO RESIDENTIAL LOTS TO HAVE A 10' TYPE
"C-1" BUFFER WITH 6' HIGH SOLID WOOD FENCE.
ABC
MULTI USE PATH
NOT TO SCALE
ABC
EMERGENCY ACCESS PATH
NOT TO SCALE
259'
-- `-
110
110'_ I08'
10 TYPE C-1' BUFFER NTH 6'_F
_
NC
-- 91'
- -
------------------------- --
----------------------1 r---------1
r---------I--------1
M------
r---------/ ^/
�L / EXISTING 60' w1 NORM D IN GE STORM DRAINAGE
TTSPSAIL-frtREE , LL1 EASEMENT OPEN SPACE EASEMENT I �� �� I I I i I I I I /
ee R/w PRI'MR) FUTUI� ROAD CONNECTION ACESS EASEMENT / \ I I I I I I I ! `Y
5' MULCH 1.65 AC 1 LOT 93
WALKING TRAIL I \ \ 18,659 SF I I LOT 94 I I LOT 95 I "' 1 o LOT 97
--------- 1 1 LOT 96 11 1 !
�L 10 TYPE C_1" BUFFER_VIITZ•Isi_EMU-� �I/�i/ �- - - - _\ \� I \`\� \ // �� I -I 12,192 SF '- i 12,235 SF I- I 12,585 SF I -I I 1 004 SF I
Z11 1 I Luy \\ 1Lf-
-------1 I---------11 / 14861LOT 1SF
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I 1 ( 1
O 1 II I I I LOT 92 /! ls e5 « « -« 11 t a « - a « « a . - - -
m 1 I 11 �I I 1 17,091 SF I �. « « �08'
N I I I 1 I I I I O'R 230'R ion I
w I I BASILE DONALD J I III PROPOSED 11 I I It - - I
to I I I M RRIS ROBERT P i et aI I WET DETENTION III 1 I 1 35 +96.6
a I 4214-0NING: 6-400a 11� BASIN I I I � 59� - � - - - � « �
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14,067 SF I ��\a
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/e / I-� I LOT 88 1 1 13.175 SF 1 1 13,582 SF I
I I _ ---- --=- / \ /.�� / I 14,043 SF I I 1 1- I L85 'P
------ \ / I LOT 89 I 1
POTENTIAL PHASE 2 \ / LOT 90 I I I I 1 LOT 16
1 I 11 // 1 14OT SF 1 I 1 1 13,167 SF
OFFSITE DRAINFIELD I OPEN SPACE If * \ / / 12,323 SF I I 1 I I I I 1 I 'PLJ
12,722 SF \\
1 AREA 1.65 AC 1 1 STORM DRAINAGE \\ / // I I I I / I I _ _ _ _ _ _ - I I /
1 1 I I STORM DRAINAGE 5' MULCH I I 4 EASEMENT / / I 1 I I I
I I O i I EASEMENT WALKING TRAIL I ----------I ------ -� 44' 26' 64' 6' \----- ------ W ----
4 - n
93 70' - 70' - 70' 70' - 70' - 70' 70_ I 7 ' S5' 70' - 66' 24' 46' - _ - - - - - - - - _ - 79' - 85'
I p I I 1 I 1 �
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-------------- ----- ----- ----- -----
MULTI-USE PATH I z I I I I I I 1 I I 1 I I 1 1 1 1 1 4Q DRAINAGE, SEP Ad 1 I I I 1 I I I 1 I 1 ---- I 1 I
ao I p I I I I I I I I I I &PEDESTRIAN
I I I I I I I I I I I I I I 1 I
o U I I I I I 1 1 1 1 I 1 I I I I CCESS EASEMENT I I I I I I I I I I I I I I 1 I 1 I LOT 84
,� I I I 1 1 I I I I I I I I I I I I I I I I I 442 Cr /
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ICI I LOT 67 I^_ 112LOT 68 I LOT 71 I^ 1 LOT 72 I^ 1 T 73 I LOT 74 I^ I LOT 75 I^
I I I LOT 69 I 1 12,005 SF 14,578 1-
T
1 I I 1 I I I 100
1M M I /
I I * 1 I I I I I I I I I I I I I I
1 I LOT 76 I^ I LOT 77 I" I LOT 78 I I LOT 79 I I I I LOT 81 I^ I LOT 82 1- 1 LOT 83 I-
I I I I LOT 80 I 1 12,006 SF
I
15 697 SF I 112,005 SF 112,005 SF I 12 SF1= SF
005 SF 12 SFI
I - 1 12,005 SF I I 12,005 SF I
I I I
+ 14,578 SF I- I 112,005 SF I I 1 I 13,173 SF I / \
I 12,005 SF I - I - 12,005 SF I - I - 12,005 SF 1- G
I SF
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_ 70' 76 70' 70' 707076 0'5_70' 0' 7' 70'
PROPOSED 10' 61' - .
MULTI -USE PA/ a � r r s. a _s <- « «« « « a
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I I I I I I I I
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I I I I I I I I I I I I I:
O DRAINFIELD AREA
I 1 I I I 1 I 1 1 I 1 I I I I I I I I I I I I I I I 1 I 1
m I I I I I I I I I I 1 I I I I I I
I I I I I 1 I 1 1 11 I I I I 1 I I I I I I I I I I I I I I
tV I 1 I I I I I I I I I I I I I I I I I I I IIII III III I IIIII IIII I1I1I IIIIII IIIII IIIIIII IIIII IIIII 1I1I I1II IIII IIII IIIII IIIII I111I1 LOT 4-4-1IIIIIII
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Q 1 I I �I j I 118,154 SF CON 120,776 SF
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Revision
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Designer
GSP
Scale
1" = 60'
Drawn By
Date
GSP
May 2014
License #
lob No.
P-0718
2014-0002
WYN DWATER - PHASE 2
Topsail Townsh
Pender
1 inch = 60'f4
PREPARED FOR: GSP
CONSULTING PLLC V JJ J V �.r Sheet No.
SITE PLAN SIGNATURE PSARIVEIL Ltd.
4307 FEEBLE DRIVE ENGINEERING C-3
WILMINGTON, NC 28412 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
North Carolina 713-822-3891

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GENERAL UTILITY NOTES:
1. WATER & SEWER SERVICE SHALL BE 3UILT TO PENDER
COUNTY STANDARDS AND SPECIFICAT DNS.
2. ALL UTILITIES SHALL BE UNDERGROU D.
SITE
3. WATER SERVICE TO BE A PUBLIC PIP D DISTHP �f�TIAL OFFAREA
SYSTEM OWNED AND OPERATED BY NDER C IELD AREA
4. SANITARY SEWAGE TO BE BY DRAINFI LDS OWNED AND
OPERATED BY THE LOT OWNER.
1Fi
5. A HOMEOWNERS ASSOCIATION SHALL
3E FORMED TO
GUARANTEE CONTINUAL MAINTENANCE
OF THE COMMON
AREAS AND OPEN SPACE.
6. ALL WATER AND SANITARY SEWER SN
3TEMS WILL BE
DESIGNED TO MEET PENDER COUNTY
kND STATE
REQUIREMENTS. FINAL CONSTRUCTIO1
PLANS WILL BE
SUBMITTED TO BOTH AGENCIES AND
PERMIT TO
CONSTRUCT PRIOR TO UTILITY INSTAL
ATION.
7. ALL WATERLINES SHOWN WILL BE SIZI
D IN ACCORDANCE
WITH APPLICABLE PENDER COUNTY A
ID STATE
REQUIREMENTS. EXISTING WATERLINE
4 SLOOP POINT
LOOP ROAD IS 8" SDR-21. LrJ
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CAPSTONE
VENTURES LLC
4214-22-7567-0000
ZONING: PD
IN 1254AV
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169.94' (TIE) 190.03' (TIE)
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LOT 93
1
18,659 SF l i LOT 94 i l l LOT 95 I I I LOT 96 I I I LOT 97 1
12,192 SF I 1 12,235 SF 12,585 SF 1 1 12,004 SF
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1 ¢ CO NECT TO EXISMN6 /
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LOT 88 1 1 13,175 SF 1 1 13,582 SF I I I I
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\ // / LOT 90 1 I 14,606 SF I I 1 1 I I I 1 13,167 SF C I LOT 16 \ b
\ / / 12,323 SF I I I I I I I I I I k I 12,722 SF \\ m
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I 1 12,005 SF 112,005 SF 1 12,005 SFi I 1 12,005 SFI I i 12,005 SFI I i 12,005 SF 1 I i 12,005 SF I 1 12,005 SF 1 I 114,578 SF 1 I # I i 14.578 SF I I 112 005 SF
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8. SANITARY COMPONENTS WILL REM A Al MINIMUM 10 1 4 w .. i . * r. i i o i - o • -► i i s i i i i i • i i i. e .► . s i ..> r. s *► * * i, i i i i a ♦ ♦ 4 ♦- a
FROM ANY LOT AND/OR PROPERT ES. I ��
9. ALL WATER SERVICES TO BE INST� D BY DEVELOPER I
AND INSPECTED BY PENDER COUN UTILITIES.
O I
10. ALL MATERIALS SHALL CONFORM R ENDER COUNTY I a I
UTILITIES REQUIREMENTS. NON -COW RMING MATERIAL I I
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•00 + 4+0 33+00
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LOT 60
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LOT 58 I
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11.
A ONE YEAR WARRANTY PERIOD A8P
IES TO ALL
3
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1 12,005 SFI
112,005 SFI
112,005 SFI
12,005 SF
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12,005 SF
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12,005 SF
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12,005 SF
12,005 SF
1 12,005 SF
UTILITIES CONSTRUCTION. THIS A
ANTY PERIOD
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DOES NOT BEGIN UNTIL NCDENR Fill
L APPROVAL OF
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THE SYSTEM HAS BEEN RECEIVED.
A WRITTEN COPY
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OF THE WARRANTY WILL BE REQUIR
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PROPOSR14WATERLINE TO BE LOCATEINRAfNF`
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GLE LOC C-900 JOINTS TO BE IN
ALLED THROUGH
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C�SING
FOR SDR-21 CARRIER PIPE.
14.
RIl GRIP RINGS TO BE INSTALLED AT
ALL FITTINGS.
15.
AILL VALVES TO BE LOOTED OUTSID
OF PAVEMENT.
(
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4214-21-3472-0000
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4214-11-7997-0000
4214Z1-898
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DRIVE_
-- - .�1 9
60' R /W
(PUBLIC}
Designer
GSP
Scale
1" = 60
Drawn By
Date
GSP
May 2014
License #
Job No.
P-0718
2014-0002
WYN DWATER - PHASE 2
IlTopsail Township Pender Cou
North Carolina
UTILITY PLAN
b 1 I
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1 l 1 I 1 1 1 1 1 I I I I 1 LOT 44 1 1 LOT 43 � I I
LOT 521 LOT 51 1 LOT 50 i 1 LOT 49 i i LOT 48 1 112 2287 SF I I LOT 46 1 i LOT 45 1 I i 18,154 SF 1 i 20,776 SF IQ 1 1
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13068• 129.74' _ - _ -� - -- S 16V8'32- g¢ 3275.39' `TOTAL) _T- -
WALKER STEPHEN SOBCZAK VA
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4214 L21 E7092 et �0000 4214ZONING: RDODDO /
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4214-21-4365-0000 ( et al al 4214-21-7101-0000 /
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TOTAL LINEAR FEET PROPOSED
230' - 2" SDR-21 WATERLINE
405' - 6" SDR-21 WATERLINE
2,049' - 8" SDR-21 WATERLINE
GRAPHIC SCALE
l inch = 60 ft.
5y
AFA
e
PREPARED FOR: GSP CONSULTING P L L C sheet No.
SIGNATURE TOP SAIL NC, Ltd. 7
4307 PEEBLE DRIVE E N G I N E E R I N G C-4
WILMINGTON, NC 28412 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
713-822-3891

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-51STURBANCE 2,005 SFi �,aOO5 S I -
< LIMITS OF: I V14*05 SFI 2t SF 12�00 1 5 SF 12,006 SF (STING DI WT
I ME 4 1 , \ I I 71ekS
12,134 SA 1 2,00 1, 12,005 4S' 2,005 SF 1 L
54 63 1 1 1 LOT 62 LOT 60 10 P7I LOT
5 SF 1 1 1 1 12,00 12,005 SF
1 1 1 1, 1 a 1 16 1 1 1 1 _L
2 BE FILL I
I - T$I M fl- 4' j-
-12' v
I NE 110 11�. I I I -
24 PW PL Ir 0M
12* ME 0 1 ME-
14' 12- CM T I i2- FW,4
I I I I 'r
I A P4 1 1
112- ME 14* W 4- USE 2f-PiIE
P81
�7 12'0Aj
14-
14"1 0 I'v MOT, 2< ME
% I I-L�Iu111S 0
L A
•
-- - - - - - - - - - - - - - --- - - - - - - - - - - - - - - - - - - - --- - - - - - - - or - - - - - - - - -
cc -- - - - - - - - - -- - - - - -
25OL14" _J450.0e U L 129.74
T
Sk
7wT­ S 46'W3Y E 3275.39'
A SOKZAK CAV, T OF
3
SILT
C LIMI I zo OF DISTURBANCE L)�j),�
UKL -t
E 'FENCE ISTURBANCE 4 214 21 - 7rNING _D­,
0 12- ME
if fw-
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-)N '4iFER �,�ANN
C A N HOLL�!� DuW,10-OD i et kAAYO RF,3FCCA COLE ET
I Fj
14
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41214-21-3477- 0�'00
4 �1-61 28-�;,-I& I
r"J� 7CN,'IrA(,. P[)
0 Y' N 4214 21
b 42�4-11- i PF
4
41i4 �i_ �G PD
PRQEIry N 3.
4 4
PTRAR e- It iWE
CC TI
`WRANCE -OhI Y
W 'N W VY W 'N W 4
12,%,T
"E -fF_[ENC
WIWITS OF
STURBANCE
----- - yt
PFFL,ITTI
ei
4214- 2
GRAPHIC SCALE
60 0 30 60 120
I inch = 60 ft.
SWALE COMPUTATIONS
X-SEC
TYPE
AVERAGE1
SIDE
BOTTOM
DITCHDITCH
SLOPE
SLOPE
WIDTH
TYPE
TYP
GRASS
0.30%
1 3:1 _12-FEETITRAPEZOIDAL
SWALE CROSS SECTION DETAIL
NOTES:
1, ALL SWALES TO BE LINED WITH EXCELSIOR MATING.
Designer
GSP
Scale
1 = 60'
Drawn By
Date
GSP
Moy 2014
License #
job No.
P-0718
2014-0002
STORM TABLE
LENGTH
DIAMETER
SLOPE
INV.DN
INV. UP
MATERIAL
CULVERT
I
I (f 0
in
M
(ft)
(f 0
I CULVERT #1
1 44
24
0.30%
23.99
24.12
T-1-V RCP
SEDIMENT BASIN CALCULATIONS.
SEDIMENT
DRAINAGE
REQUIRED
PROVIDED
PEAK 010
REQUIRED
PROVIDED
SKIMMER
TRAPPING
AREA
STORAGE
STORAGE
FLOW
AREA
AREA
SIZE
DEVICE
(AC)
(1,800CF/AC)
(CF)
(CFS)
(325 SF/CFS)
(SF)
(in)
SEDIMENT BASIN #1
21.74
39,138
42,875
41.10
13,356
35,852
3.0
WYNDWATER - PHASE 2 1 GRADING, DRAINAGE& EROSION
Topsail Township Pender County North Carolina & SEDIMENT CONTROL PLAN
PREPARED FOR:
SIGNATURE TOP SAIL NC, Ltd.
4307 PEEBLE DRIVE
WILMINGTON, NC 28412
713-822-3891
P CON
SEAL JUL 0 1 2M
031315
r. aI -Z
7
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-5

, r — J
Fjl�
i
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_ P I STA::3t+
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_PVI \A-FLEY-2 __......... ..._.
- K:993
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9+00
+ 30+00 + 31 +00 + 32+00 + 33+00 + 34+00
Designer
GSP
Scale
i" = 50'
Drawn By
Date
GSP
May 2014
License #
lob No.
P-0718
2014-0002
STA
+ -0
LOW PT ST
:39+1&i67 __.
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_
_.. ..,
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HIGH T. 6 47.5_,._
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:42+99:99--
.._... _. _. _. _..
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LOW PT E
EV:26.02
__ -- SOW PT,E
PVI STA.
EV:25,98 a-._
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_ .._._
_ __ ___ _._ _ yl __
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3000
2
WYN DWATER - PHASE 2
Topsail Township Pender County North Carolina
r
WEST CRAFTSMAN WAY
PLAN & PROFILE
� a
APR 17 2014,c'�, o � ti%
8Y: = SEAL
GRAPHIC SCALE ° 031315
e
so 0 25 so too
a�gRRY•S PpQ.�:
1 inch = 50 ft.
PREPARED FOR: rCp CONS 11 T'Nr pl L�
V J r J �,J L V r L Sheet No.
SIGNATURE TOP SAIL NC, Ltd.
4307 PEEBLE DRIVE E N G I N E E R I N G C-6
WILMINGTON, NC 28412 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
713-822-3891

_ 1 11 _ :: _
Designer
GSP
Scale
1" 50'
Drawn By
Date
GSP
May 2014
License #
lob No.
P-0718
2014-0002
pp .11 \ \ r'00 \ \ \ \
A
'gyp\ l l i
10
' ox / 3S\\ \ \1 L \1 \\ \\ 1\ - a 1 1 160` LLk,
oXoo �/ AC) ZZL 1\ \ 3 �$ LO \ 1 \\ 9g \\ \\ \\ \\ , - - _ 1 1 As
Zro Vol
ROAD 3
•\X
V.
\
-VE-'
3 g6
\ I I I
-
WYN DWATER - PHASE 2
I Topsail Township Pender
NORTH LAMPLIGHTERS WALK
NorthCarolinalll PLAN & PROFILE
PREPARED FOR:
SIGNATURE TOP SAIL NC, Ltd.
4307 PEEBLE DRIVE
WILMINGTON, NC 28412
713-822-3891
SEAL
= 031315
AF 17 G014
••'acgQRy'S F
GRAPHIC SCALE
so 0 25 so 100
1 inch = 50 ft.
Sheet No.
NOW now v vi ■ v vi y r ■ ■■'a v 7 ■ v
I IENGINEERING
C-7
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

W I I \ \\
c0 I -_ 20' WIDE
N IC:) EMERGENCY SPILLWA
W/CLASS B RIPRAP 46'-24" HOPE I \ \ \
i
I SHELF `TO15 ELEV=21 0 NORMAL POOL ELEV=20.5
T
/
SHELF BOTTOM. ELEV=20.0 .. ... _�- ... .. -SOX \ I
mot -
In 3 -
75
SHWi TEST LOCATION � '
GROUND ELEV=24.25 co - AMAIN POND DESIGN BOTTOM ELEV=IS�Q
SHWT DEPT14 _ 0"to MAIN,PON6 -SEDIMENT STORAGE ELEV=14.0,,
215'
1
FOREBAY RIPRAP
EL�F0.5
FOREBAYM tLEV=21.O`�
FOREBAY DESIGN BOTTOM ELEV=15.0
FOREBAY SEDIMENT STORAGE ELEV=14.0
1G'r i
I
/ I
_-- __ I
_ I
I
I
I
^r, SHALLOW WATER
SHALLOW LAND
NO PLANTINGS
'WITHIN 10' OF
OUTLET STRUCTURE
PERMANENT
POOL
TYPICAL VEGETATED SHELF
LANDSCAPING PLAN
Designer
GSP
Scale
1" = 20'
Drawn By
Date
GSP
Moy 2014
License 4
lob No.
P-0718
2014-0002
22�
LOT
17,091
N
4
\
SHALLOW WATER COMMUNITY (NORMAL POOL TO SHELF BOTTOM)
@ 1 PLANT PER 4 SF (24" O.C.) =804 PLANTS
= 3,212 S.F.
PLANT TYPE
TY
BOTANICAL NAME
COMMON NAME
ROOT
CALIPER
HEIGHT
NOTES
402
Sagittaria latifolia
Duck Potato
CONT.
4" Pot
24" O.C.
HERBACEOUS
402
Pontedaria cordata
Pickerelweed
CONT.
4" Pot
24" O.C.
SHALLOW LAND COMMUNITY (NORMAL POOL TO SHELF TOP) = 3,354 S.F.
@ 1 PLANT PER 6.25 SF (30" O.C.) -536 PLANTS
PLANT TYPE
I QTY
I
I BOTANICAL NAME
COMMON NAME
I ROOT
I CALIPER
HEIGHT
NOTES
268
Hibiscus coccineus
Scarlet Rose Mallow
CONT.
4" Pot
30" O.C.
HERBACEOUS
268
Lobelia cardinalis
Cardinal Flower
CONT.
4" Pot
30" O.C.
N9TEI
1. NO PLANTINGS WITHIN 10' OF OUTLET STRUCTURE.
2. BECAUSE MOST STORMWATER BASINS ARE EXCAVATED TO DEEP SUB -SOILS, THEY OFTEN
LACK THE NUTRIENTS AND ORGANIC MATTER NEEDED TO SUPPORT VIGOROUS GROWTH OF
PLANTS. ALL LANDSCAPE MATERIAL, INCLUDING GRASS, SHOULD BE PLANTED IN GOOD
TOPSOIL. NATIVE UNDERLYING SOILS MAY BE SUITABLE FOR PLANTING IF AMENDED WITH 4
INCHES OF WELL -AGED COMPOST TILLED INTO THE SUBGRADE. COMPOST SHOULD MEET
SPECIFICATIONS FOR GRADE A COMPOST QUALITY.
3. A WINIMUM TWO-YEAR WARRANTY PERIOD STIPULATING REQUIREMENTS FOR PLANT
SURVIVAL/REPLACEMENT.
4'x4' REINFORCED CONCRETE BOX
OR BRICK BOX
3 - 14.4"x24" OPENINGS
PLACE 1/2- GALVANIZED HARDWARE
CLOTH OVER ORIFICE OPENINGS
WITH STAINLESS STEEL FASTENERS-�
ELEV=21.8
FLOOD POOL EL. = 21.8
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 OPENING
RIM ELEV = 23.0
100' 3.5' SCH. 40 PVC OUTLET 6'-24- CULVERT B 0.=-�
EL. 21.0 SAL P� EL. = 20.5
EL. 20.5 24
I iu INV. EL. = 20.5
FILTER FABRIC 2 FT MIN
12' THICK CLAS �`'
'B' RIP -RAP { `�
FOREBAY RIP -RAP x� EXTENDED BASE
N. T. S.
OUTLET STRUCTURE DETAIL
N. T. S.
L=20' NOTES:
TOP OF BANK ELEV. 26.00
1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 15.0 IN
24 100-Y AR W EL V= 23.95 24" I- THE MAIN POND AND 15.0 IN THE FOREBAY WITH SEDIMENT STORAGE DOWN TO 14.0 IN
N - THE MAIN POND AND 14.0 IN THE FOREBAY.
r ELEV.23.00 2. SEASON HIGH WATER TABLE WAS TAKEN AT A GROUND ELEVATION OF 24.25 AND
t ESTIMATED TO BE 40 INCHES FOR AN ELEVATION OF 20.95, WHICH IS WITHIN 6" OF
THE PERMANENT POOL ELEVATION OF 20.5.
FILTER FABRIC 3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER
12' THICK CLASS SYSTEM AND DISCHARGED TO THE WET DETENTION POND.
B' RIP -RAP 4. POND WALL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY.
EMERGENCY SPILLWAY 5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WALL BE MUCKED
N.T.S. OUT.
6. POND SIDE SLOPES TO BE SODDED WITH CENTIPEDE GRASS OR EQUIVALENT.
7. ALL SLOPES ABOVE PERMANENT POOL TO BE 3:1 MAX.
SLOPE TO TOP OF
POND VARIES 3:1 MAX
3.1 SIDESLOPE 8 10' 3:1 SIDESLOPE 5'
SLOPE TO TOP ( ----------------------- __ __!!EL.
EL. 21_8
POND VARIES 313 MAX STORAGE __ NORMAL POOL 20.5
NORMAL POOL
104 SIDESLOPE
- 110-I'
SIDESLOPE - SEE STORMWATER LANDSCAPING PLAN
DETAIL AND PLANT LIST FOR PLANTINGS
FORE BAY POND BOTTOM ON THE 10' WIDE VEGETATIVE SHELF
NORMAL
RMALTION
ELEVA20.5
SHELF
POND
DEPTH
SHELF BOTTOM
RE
POND BOTTOMrRFACE
REE,
AREA
PROVIDED
SURFACE AREA
RE SIRED
AVERAGE
PONDEPTH
SHWT
ELEVATION
20.0
5.0
24,897
11,275
28,779
27,759
4.0
17 20,9
PREPARED FOR:
WYN DWATER - PHASE 2 WET DETENTION BASIN DETAILS SIGNATURE TOPSAIL NC, Ltd.
4307 PEEBLE DRIVE
WILMINGTON, NC 28412
Township Pender County North Carolina 713-822-3891
POND CROSS-SECTION
N.T.S.
SEAL
031315
GRAPHIC SCALE
o 10
JUL 0 1. 2014 11 1 inch = 20It.
V.ar- 111%3j rLLt. Sheet No.
ENGINEERING C-8
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: 910.79%659

v
"0 zoo
* z ~ ¢
xN o ¢¢
M z
I j 2 --1
D SLOPE AS INDICATED ON PLANS u_ J 00 U
9' sc OO(L=Z
=�Z�m a i� i wQQLL=
=OOQ ~ QU=OFO-7
Z 7.y0r-7T F=NZw
O O r-7 CO F- O
y 1 a C.S.
PE z
IPE °'- 0 4
�- Fy
Cl)O r #4-BARS H
Z Ow O
Y
PLAN = 0 1z"
B ~
FOOTING
(IF CONST. JOINT IS USED) DOWEL W
Z n z G M G END ELEVATION BAR-"X" _j CO) 3
cc
m�
= 0-4 C~n CD >
c Cm x 0-1
I z nc_j Q
CO mZ v i I I I ¢ �c.� °'
-- I I Io J CI j Lu w
I m� Q L DOWEL 0 CC 3 IL d
W
f0 0 0> OPTIONAL CONSTRUCTION JOINT O W m V
N< ELEVATION C=n � O =
m N Hy p F
m �Z To CD CC
y� W zza LO
0
m
HEET 2 OF 3
838. 01 'SEE SHEET 3 N518.
2 OF 3
01
N(
Date
DOWELS IN ENDWALL WITH C. S. PIPE
PIPE
SINGLE PIPE
DOUBLE PIPE
LOC.
OIA,
15"
78"
24"
30"
38"
42"
4B"
75"
10"
24"
30"
38"
42"
48"
BARS
rrX„
nxn
"Xrr
nXn
rrxn
rrXn
Y.
r,Xrr
Y.
nxn
nXn
"X,r
nXn
uXrr
Y.
G
OTY.
2
23
3
4
4
522
3
3
4M
2G
122*
OTY,-2
-2
1112
E23
2
OTY.
23
4
4
5
2
233
4
TOTAL LBS.
9
9
14
14
79
53
62
72
12
16
19
73
85
DIMENSIONS AND CONCRETE QUANTITIES
USING CORRUGATED STEEL PIPE
COMMON
SINGLE PIPE
DOUBLE PIPE
D
H
B
G
L
YDs
M
L
YDs
15"
3'-4"
t'-e"
2'-8"
5'-0"
0.7
1'-11"
8'-11"
1.0
16"
3'-7"
1'-10"
2'-17"
5'-10"
1.0
2'-3"
8'-t"
1.2
24"
4'-1"
2'-1"
3'-8"
7'-4"
1.4
3'-0"
10'-4"
1.9
30"
a'-7"
2'-4"
a'-5"
e'-10"
2.012'-7"
2.7
38"
5'-1"
2'-7"
5'-2"
10'-a"
2.81a'-70"
3.8
42"
5'-7"
2'-10"
5'-17"17'-10"
3.8
5' 3"
1T t"
5.0
48r,
B,_t„
3'-1 n
br_Br,
7,J,_a,r
4.9
8'-0"
19,_4,r
7.5
Designer
GSP
Scale
NO SCALE
Drawn By
Date
GSP
May 2014
License #
Job No.
P-0718
2014-0002
N. T. S.
TION
ON
8' MAX. STD. STRENGTH FABRIC W/ WIRE FENCE
TOP STRAND MIN. #14 GAUGE
STKY
I I
/j
BOTTOM STRAND MIN. #14 GAUGE
%//\
z_
0
STEEL POST
4" X 8" TRENCH LINED
W/ 12" OF FABRIC AND
COMPACTED FILL ON TOP
NOTES:
1. WIRE FENCE (IF USED) SHALL BE MINIMUM 14 GAUGE WITH A MAXIMUM
MESH OPENING OF 6-INCHES.
2. SYNTHETIC FILTER FABRIC OF AT LEAST 95% BY WEIGHT OF
POLYOLEFIN'S OR POLYESTER, WHICH IS CERTIFIED BY THE
MANUFACTURER OR SUPPLIER AS CONFORMING TO THE REQUIREMENTS
IN ASTM D 6461 AND ALSO SHOULD CONTAIN ULTRAVIOLET RAY
INHIBITORS AND STABILIZERS ACCORDING TO ASTM D 4355.
3. SEE THE NC EROSION CONTROL MANUAL FOR SPECIFICATIONS
INSTALLING SEDIMENT FENCE USING THE SLICING METHOD MACHINERY.
TEMPORARY SILT FENCE
NOT TO SCALE
PREPARED FOR:
SIGNATURE TOP SAIL NC, Ltd.
4307 PEEBLE DRIVE
WILMINGTON, NC 28412
713-822-3891
STORM DRAIN PIPE
= 0%
STORM DRAIN PIPE
NON -WOVEN FILTER FABRIC
.Ir ;t�•,
:.a e
OLlb
PLAN
TAILWATER
FLOW
J \—N.C.D.O.T. CLASS B
SECTION RIPRAP, MINIMUM
18" THICK, TYPICAL
RIPRAP LOCATIONS
LENGTH (FT.)
UPSTREAM
WIDTH (FT.)
DOWNSTREAM
WIDTH (FT.)
36" CULVERT
18
9
12
SWALES INTO POND
21
10
10
RIP -RAP OUTLET PROTECTION
N.T.S.
SEQUENCE OF CONSTRCUTION
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN ON
EROSION & SEDIMENT CONTROL PLAN.
2. INSTALL PERIMETER CONTROLS (TEMPORARY SEDIMENT BASIN,
SILT FENCE, TREE PROTECTION FENCING, ETC.) AS SHOWN ON THE
EROSION & SEDIMENT CONTROL PLAN. THIS STEP NEEDS TO BE
COMPLETED PRIOR TO UPSLOPE LAND DISTURBING ACTIVITIES.
3. THE EXISTING POND WILL ACT AS TEMPORARY SEDIMENT BASIN
DURING CLEARING AND GRUBBING ACTIVITIES.
4. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING
MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS
OF DISTURBANCE. POND WILL BE PUMPED DOWN BY MECHANICAL
MEANS AS NEEDED TO MUCK OUT SEDIMENT WHEN THE SEDIMENT
REACHES 50% CAPACITY.
& UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL
AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR
15 WORKING DAYS AN ALL SLOPES WITHIN 21 CALENDAR DAYS.
6. UPON BRINGING THE ROAD BEDS TO SUBGRADE ELEVATIONS,
STABILIZE THE AREAS BY PLACING STONE BASE AS EARLY AS
POSSIBLE.
7. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED
AREAS SEE NOTE REFERENCING THE EROSION CONTROL PROGRAM
AND SPECIFICATIONS.
8. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL
DISTURBED AREAS HAVE STABILIZED, MECHANICAL SEDIMENT
CONTROLS SHALL BE REMOVED. SEDIMENT FROM TEMPORARY
SEDIMENT TRAPPING DEVICES SHALL BE DISPOSED OF BY
SPREADING ON THE SITE OR HAULING AWAY IF NOT SUITABLE FOR
FILL. ALL DENUDED AREAS ARE TO BE PERMANENTLY STABILIZED
WITH PERMANENT VEGETATION.
PLAN VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S. ,
AF'R t � t0134
BY:
GSP CONSULTING, PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-9