SW8081114_APPROVED PLANS_20170215

STORMWATER DIVISION CODING SHEET
POST -CONSTRUCTION PERMITS
PERMIT NO.
SW8
DOC TYPE
❑ CURRENT PERMIT
APPROVED PLANS
❑ HISTORICAL FILE
❑ COMPLIANCE EVALUATION INSPECTION
DOC DATE
20ylo7.15
YYYYMMDD

SITE DEVELOPMENT PLAN
FOR
AQUATIC LIFE
PENDER COUNTY, NORTH CAROLINA
DECEMBER 2010
VICINITY MAP
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PARCEL 'C'
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217,800 nit.
PARCEL V
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5.00 can
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$12,955 °R.R.
TO OBTAIN
11.78 *
D MOUAL/SEPARATE
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TO OBTAIN
STORMWATER PERWT
ROVDUAL/SEPARATE
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STORMWATER PERWT
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1 I'= 200'
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
--------
STORM SEWER FACILITIES
WATERLINE
_.
FIRE HYDRANT ASSEMBLY
�-
WATERWAYS
____.._._ .. __ ._____.
N/A
PROPOSED
X
PROPOSED LOT AND S.F. 5,000 s.f.
OPEN SPACE LABEL (z) STREET SIGN
OPEN SPACE ®�
404 WETLANDS
BUILDING SET BACKS _.. _.._...._._-....�...___
PRIVATE SANITARY SET BACKS -•—•••-•••-------•--•• FLOW DIRECTION -�i-►
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DEVEL
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OWNER
JEFF BEAUDOIN
PO BOX 538
HAMPSTEAED, NC 28443
PHONE: [phone]
PREPARED:
GSP CONSULTING,PLLC
ENGINEERING
6626 Gordon Road, Unit C, Wilmington, North Carolina 28411 tel: [phone] fax: [phone] License # P-0718
,
---------------
SHT C-0 COVER SHEET
SHT C-1 GENERAL NOTES
SHT C-2 EXISTING CONDITIONS PLAN
SHT C-3.1 SITE PLAN (SHEET 1 OF 2)
SHT C-3.2 SITE PLAN (SHEET 2 OF 2)
SHT C-3.3 OVERALL SITE PLAN
SHT C-4 GRADING & DRAINAGE PLAN
SHT C-5 STANDARD DETAILS
SHT C-6 WET DETENTION POND DETAILS
SITE DATA TABLE
GENERAL NOTES:
1. PENDER COUNTY PIN.: 4203-36-1126
2. OWNERSHIP REFERENCE: DB: 3523/295
3. TOTAL TRACT AREA: 28.552 AC.t PHASE i — 11.78 ACt
4. ZONING DISTRICT: PD
5. FLOOD NOTE: AS DETERMINED BY GRAPHIC PLOTTING, THIS PROPERTY IS NOT
LOCATED IN A SPECIAL FLOOD HAZARD ZONE PER FEMA FLOOD INSURANCE
RATE MAP #370344 4203 J. EFFECTIVE DATE FEBRUARY 16. 2007.
6. THIS PROJECT DOES NOT CONTAIN WETLANDS.
DEVELOPMENT NOTES:
IMPERVIOUS SURFACES:
BUILDINGS —
53.500
s.f.
PAVEMENT —
125,000
s.f.
POOLS —
15,500
s.f.
SIDEWALKS —
630
s.f.
OUTPARCEL #1 —
35,000
s.f.
OUTPARCEL #2 —
44,000
s.f.
TOTAL —
273,630
s.f. (53.27*)
"NV$
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RECE•T�l�� I
DEC 17 zola �
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031315 0
NOTE,
ALL DEVELOPMENT SHALL BE IN ACCORDANCE WITH PENDER
COUNTY AND THE STATE OF NORTH CAROLINA REGULATIONS.
PROJECT NAME: HAMPSTEAD LIFESTYLE CENTER
GSP CONSULTING PROJECT #: 2010-0009

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 MATH PENDER COUNTY AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL CONTROLS TO BE USED
WTH 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 WITHERS & RAVENEL.
2. REASONABLE CARE HAS BEEN EXERCISED IN SHOWING THE LOCATION OF EXISTING UTILITIES
ON THE PLANS. THE EXACT LOCATION OF ALL EXISTING UTILITIES IS NOT KNOWN IN ALL
CASES. THE CONTRACTOR SHALL EXPLORE THE AREA AHEAD OF DITCHING OPERATIONS BY
OBSERVATIONS, ELECTRONIC DEVICES, HAND DIGGING AND BY PERSONAL CONTACT WITH THE
UTILITY COMPANIES. IN ORDER TO LOCATE EXISTING UTILITIES IN ADVANCE OF TRENCHING
OPERATIONS SO AS TO ELIMINATE OR MINIMIZE DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR
SHALL BE RESPONSIBLE FOR ALL COSTS RESULTING FROM ANY DAMAGE TO THE EXISTING UTILITY
LINES INCLUDING LOSS OF UTILITY REVENUES, CONTRACTOR SHALL ARRANGE FOR TEMPORARY
SUPPORT OF EXISTING UTILITIES, SUCH AS POLES, CONDUITS, FIBER OPTIC CABLES, TELEPHONE
CABLES, WATER LINES, ETC...
3. CONTRACTOR SHALL COMPLY WITH THE LATEST REVISIONS AND INTERPRETATIONS OF THE DEPARTMENT
OF LABOR SAFETY AND HEALTH REGULATIONS FOR CONSTRUCTION PROMULGATED UNDER THE
OCCUPATIONAL SAFETY AND HEALTH ACT.
4. CONTRACTOR SHALL PLAN AND CONSTRUCT WORK SO AS TO CAUSE MINIMUM INCONVENIENCE TO
THE OWNER AND THE PUBLIC. THE CONTRACTOR SHALL PROVIDE, ERECT AND MAINTAIN AT ALL TIMES
DURING THE PROGRESS OR TEMPORARY SUSPENSION OF WORK, SUITABLE BARRIERS, FENCES, SIGNS
OR OTHER ADEQUATE PROTECTION, INCLUDING 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.
& 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 WITHIN 21 CALENDER DAYS OF CEASE OF ANY GRADING
ACTIVITY.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE -CONSTRUCTION
CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY INADVERTENTLY BE
DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES
4. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE 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
DECEMBER 2010
License #
Job No.
P-0718
2010-0009
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 WARE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
5. INSPECT TEMPORARY SEDIMENT BASINS AT LEAST WEEKLY AND AFTER EACH SIGNIFICANT (1/2
INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND
RESTORE THE BASIN TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS
ACCUMULATED TO ONE-HALF THE DESIGN DEPTH. PLACE REMOVED SEDIMENT IN AN AREA WITH
SEDIMENT CONTROLS.
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 RISER AND POOL AREA.
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 (LB/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
RATE (LB/ACRE)
40
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
REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
COMMUNITY AQUATIC
LIFESTYLE CENTER
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 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.
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.
1-800-632-4949
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
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031315 =
PREPARED FOR: G S P C O N S U LT I N G, P L L C sbeet No.
GENERAL NOTES Jeff Beaudoin
PO Box538 ENGINEERING C�1
Hampstead, NC 28443 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: 91G 442-7870 fax: 910.7"-6659
910-547-3781

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- -------------- - _ - - - - - - - - ----------------- tom-D
-_-__�_-- - - - - v
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IF
1 �
'1
i
MAP NOTE:
ALL BOUNDARIES, UTILITIES, TOPOGRAPHY
& WETLAND DELINEATION HAS BEEN
PREPARED BY WITHERS & RAVENEL, INC.
Revision
Designer
GSP
Scale
1" = 100'
Drawn By
Date
GSP
DECEMBER 2010
License #
Job No.
P-0718
2010-0009
C ti
k�r_, :NA C1�b!K
(0A1 AGP.EV!F N`j
DEC 17 7010 j
1
11 Nr
iSEA
031315
�GItJE�•.•�, �a
Py S. PP'..e`.
L�•f'�i'iJ� Iv
GRAPHIC SCALE
100 0 5o 100 200
Cinch - 100 ft.
COMMUNITY AQUATIC PREPARED FOR: G S P C O N S U LT I N G, P L L C Sheet N0.
EXISTING CONDITIONS PLAN Jeff Beaudoin
LIFESTYLE CENTER PO Box538 ENGINEERING C-2
Hampstead, NC 28443 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Hampstead Pender County North Carolina 1 910-547-3781

01
ON
OUTPARCEL #1
70,042 sq. ft.
1.61 acres 25'R
ARC LEN TH=39.3'
J,<
h
OUTPARCEL #2
78,897 sq. ft.
1.81 acres
,
41.1'R
> ARC LENGTH=64.6'
ter- d-
N (v
L 1
f
PHASE 5
1 00'X 150'
POOL W/
15' DECK
100'
100'
PHASE 4
1 00'X 75'
POOL W/
15' DECK
O
,— 4 C
,
24'
in}
O
d-
,
18'
TYP
,
Ui 200'
270.3'
294.4'
PHASE 3
20,000 sf
BUILDING AND/OR
POOL
TO BE BUILT
INCREMENTALLY
,
ESM'T
ESM'T
60' IE ESM'T
20' 10' 10' 10' 1 10' /
1/4-/FT. 1/4"/FT.
EDGE OF y 6" ABC 1-1/2" Asphalt 1 �° q 8'
AVEMENT EDGE OF '� ,iz
12" PAVEMENT
12" Ci
ENTRANCE ROAD CROSS SECTION DETAIL
NTS
MAP NOTE:
ALL BOUNDARIES, UTILITIES, TOPOGRAPHY
& WETLAND DELINEATION HAS BEEN
PREPARED BY WITHERS & RAVENEL, INC.
Designer
GSP
Scale
130,
Drawn By
Date
GSP
DECEMBER 2010
License #
job No.
P-0718
2010-0009
CN
COMMUNITY AQUATIC SITE PLAN SHEET 1 OF 2
LIFESTYLE CENTER
Hampstead Pender County North Carolina
ARC LENGTH=11.7' n
Imm
5'R
K LENGTH=29.7'
2 4'
,
,
,
200'
7 <
PHASE 2 59 2'
20,000 sf 10
PHASE 1
COMMUNITY/LIFESTYLE 3,500 s,
BUILDING BUILDING' 16'
TO BE BUILT i— TYP
INCREMENTALLY CONCRETE
SIDEWALK t\1
PREPARED FOR:
Jeff Beaudoin
PO Box 538
Hampstead, NC 28443
910-547-3781
O
N'
1
1
1
1
40' 1
� 1
1
2 4'
NOTES
1. PRIOR TO USE AS A WET DETENTION POND SEDIMENT BASIN
WILL BE MUCKED OUT.
2. ALL IMPERVIOUS SURFACES INCLUDING ROOF AREAS TO DRAIN
TO STORMWATER POND.
3. POND TO BE PUMPED DOWN BY MECHANICAL MEANS IN CASE
OF EMERGENCY.
Ai'''RUJET;
�y3Qr� t�'���}O((NeIlV�lj�NjTAL •.........
x� ry it�'"Ild°��'1• i Ci.Jlil�4tllISSION ,J°' - .N ��y�i•
: jT YVATER QUALIT
EAL
RECEIVE131 031315
DEC 17 2010 1 cq ti.°.,...•°° ,•
i ••.,,RRY PP•,o°
BY: - - •t ww
1 GRAPHICS rLF
30 0 is 30 60
,inch - 30 ft.
%3 *-3r %..VIVJVLI II1V,rLL%w. Sheet No.
ENGINEERING C-3.1
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

i
24'
NOTES
1. PRIOR TO USE AS A WET DETENTION POND SEDIMENT BASIN
WILL BE MUCKED OUT.
2. ALL IMPERVIOUS SURFACES INCLUDING ROOF AREAS TO DRAIN
TO STORMWATER POND.
3. POND TO BE PUMPED DOWN BY MECHANICAL MEANS IN CASE
OF EMERGENCY.
MAP NOTE:
ALL BOUNDARIES, UTILITIES, TOPOGRAPHY
& WETLAND DELINEATION HAS BEEN
PREPARED BY WITHERS & RAVENEL, INC.
Designer
GSP
Scale
130'
Drawn By
Date
GSP
DECEMBER 2010
License #
lob No.
P-0718
2010-0009
501
ARC LENGTH=11.1'
25'R 255.5'
ARC LENG H=32.1' �-
ARC LENGTH=9.5'� =>
408' FLOW LENGTH
o STORMWATER
o �? POND
00
00 +
a? . 24.4'R
ARC LENGTH=38.3'
OUTPARCEL #1 -- _
70,042 sq. ft. �41.1'R
1.61 acres 25'R
ARC LEN TH=39.3'
COMMUNITY A VATIC
LIFESTYLE CE TER
Pender County North Carolina
ARC LENGTH=64.6'
M
h
d2l
7
N
PARCEL "A"
346,043 sq. ft.
7.94 acres
f
= => = => => => '
23.9'R
ARC LENGTH=32.2' 5,000 SO. FT.
INFILTRATION
0) AREA
1, N
rn
N 6'R
266.5' ARC LENGTH=10.6'
270.3
294.4'
ARC LENGTH=11.7'
_.�—
SITE PLAN (SHEET 2 OF 2)
PREPARED FOR:
Jeff Beaudoin
PO Box 538
Hampstead, NC 28443
910-547-3781
5'R
K LENGTH=29.7'
IN 4 ' � J— 4_ (J�C
I
�, 1
� 1
ATCHL INE SEE SHEET C-3.1
f
Al QOV
't,M;r� �NVl�s'ONMcN1At
"'41 ":; `:OWSSPON
11UALI
TY
031315
[R-E7CC—ET\?,F7
DEC 17 2010 1
GRAPHIC SCALE
30 0 is 30 60
i inch - 30 &
GSP CONSULTING, PLLC
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-3.2

i
{ I
I
a
I ,
j ! 9
{ '1
I
' f
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_ -_- __--_-----_----__--__— I
{---------------___—_____ _— __ — — — — — -
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{,
r
�r
I r _ _ __-
{ .. . ""'---------------�---.�...------------- I"A
APPROXIMATE LOCATION OF-HAWKSBILL---------_-_--------------�_-- -- 'rr ,I � ,I yl NF
COVE CONNECTOR ROAD TO TRANSFER SCOT PRAUSRAW e+ of I JEFFPRY'BRADSHAW
-.- STATION ROAD "/ I PIN# azo?-3s-ea9l-ooco f P,va 4-03-4s-o6o7-0000 ,
S 46-fe2rr19t)!S4" ---- -- .-- ��.-----------327.3'1---- ----• -• -- I D6 12139, PG 226 f DE 2290, PG 149
'---------------- 741.51' — — — — — — — — — — —
492.34'
1
STORMWATER I I,1 w'� ~ �1RnVE4 _ i 1 MV.21.21 �S�t PPE)
fi I 1 - � �
OUTPARCEL #1
1 1 1 70,042
0, 42osgq. ft 1 POND1.
31 $ m \ 412"ci P
G
W 330.82
PARCEL „C„ 1 — 1 s . — — :'
1 217,800 sq.ft. PARCEL "B" - m o
I -
1
5.00 acres
512,955 sq.ft.
TO OBTAIN
11.78 acres
1
INDIVIDUAL/SEPARATE
1
TO OBTAIN I
j
STORMWATER PERMIT
INDIVIDUAL/SEPARATE
Uri
NI
W
kI
STORMWATER PERMIT
OUTPARCEL #2
v
:
78,897 sq. ft. °' 1
} 1
1.81 acres
_
=1
If
3 3 ft. 2a-CUP 1{ b}
INV- 236 Y I�
_ 10
2a"RCP
I '� �, S ,M� Za 52 � Id ii S I+Nv 25
PHASE 3 PHASE 2 5 .
_
I F 1+ N ti t �/ N 537'1111-W
100 5 20,000 st 20.000 sf PHASE
BUILDING AND/OR COMMUNITYA FESTYLE yi
1 I POOL W/ POOL BUILDING.500s.43
BUILDING
TO BE
LT TO BE
LT
INCREMENTALLY INCREMENTALLY
57 W
296.32' 52 Pew
7'11'11T '!_`„_ o S t81NVP 2� 15
— — — ,....,. — — — — .__. 339.20' N 41'13'07' W 824.19' S_2
{� 733.00' 827.65 `a— ; a*_ _ --, N 24
N 41'13'07" W 1899.85' +NV>
4
I
{
i
{
{
I
I
i
NOTES I {
i
1. PAOCELS B & C TO BE REQUIRED TO OBTAIN INDIVIDUAL!/SEPARATE
STQRMWATER PERMITS i
2. STORMWATER POND TO BE LOCATED IN SEPARATE STORM DRAINAGE
EASEMENT 1
S I
I {
i
a I
s {
' s----------------._----------_-----------------
1-__----..____....
MAP NOTE:
ALL BOUNDARIES, UTILITIES, TOPOGRAPHY
& WETLAND DELINEATION HAS BEEN
PREPARED BY WITHERS & RAVENEL, INC.
go Revision
Designer
GSP
Scale
1" = 100'
Drawn By
Date
GSP
DECEMBER 2010
License #
Job No.
P-0718
2010-0009
COMMUNITY A UATIC
LIFESTYLE CE TER
Pender Countv North Carolina
i
1 11 S INV=25. � 1 1 _ i5 RAP
c. 1 1 N INV_26.}9
,ti tFP +'H a'.Z r I1 `� 0RI 24i co 5 8 "-
2
1 4 "
1 \ i
1 1-
A"{
y I1 � � 1 1 ASPHALT __
Y - 1 1
1 J ita.dl�!
f `��°t€ram
"11AN
IL Its I -ASPH"WATER 9
ALT 1y 11 Ai''MEi@
1 1 1 1
_ _ _ _ 1 1 ------ t 1 RECEIVED
------------------ ,—�
—
--— — — — — ——
-- — — ———— ------- --- DEC 172010
1
,
,
OVERALL SITE PLAN
PREPARED FOR:
Jeff Beaudoin
PO Box 538
Hampstead, NC 28443
910-547-3781
GRAPHIC SCALE
100 0 so too 200
1 inch m 100 ft
\/ ftor ■ 'Fft► w ■ 'N w '%w r ■ ■ ■ 'm w' ■ r r \►
ENGINEERING
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
Sheet No.
C-3.3

I
I � k2924 _
IEE D.
� 1
APPROXIMATE LOCATION OF HAWKSBILL
COVE CONNECTOR ROAD TO TRANSFER /� I BRADSHAVII,/ et el I �?" `�RADJ A'r' '
STATION ROAD ��r F� r t� 1 1
I9DQ 3' --- - -- --- -- - - ---- - -- --- -- _-- --� 8 ���OC DB `290, 0 �4(
- - - - -- - 1�
- - _ _ 8D
-- - --_ -- ----- - - -
�s _ -- - v
y I ,
-__- -
41.51 %� � 29�6 , � - �- � = =-== � � � � --=per - - - - - - - ,� BRA �
„' DRAINAGE
3�.eD -q vEL 2922
;�1-� ii X758.4G -,. 1��CE @
� 1 ,
\ AR A� i XNLS5OP5RAw Nc
/ 0, v;25.5D 1
,..E N' F PivE ! i TT843 ,e' PINE 1 '1
tit
_' �i r 29:689 72 k 2923 2 NG l 1
CV G a NO
MERGENCY + 1 1
M SPILLWAY x28'ik 1 Q d
P�Ne
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• �r 30 �.<za I� �� � ! -. � 1
Q
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1 ,
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E5
ST R TER - 3'�
�i
•.N5.44 :NO
i
0 WA �� tNv ���
o OUTPARCEL #1 NO
H
29f0 _
b 70,042 sq. ft. _ 5 x2e, 254GNE
55 -
- "- N
N 1.61 acres 0�� 1 1
�} -2 17 �5 1
.. KID , 2e )e 26 04 _ 2.
a F / e f 1 tN „CD
29 ie �
V� y
2
VN <e. E 1 M ST
X3d39
ra /
30 3030� 60 tim 29 i kN rv. X2847 30 N pN�
�- = 30 >Q !9 � A --_
- JDd 6
W 7 7s �<s NE 2a. NXNLS ` t r ��i2926
��" -� tz W 3Q. 82 i' G39 ..z a -���� �� F'a Eoc >c' -
N 29 > 30 ,X 29 29+ tz 29 © tz 30+ 1% NG �26e
_
3 14" Cn
Id, cum �� .ems/ - .- " - �
" V
� ��
:9 e'
'.r , '•„
8 `'1� 1
NO
X2eiz `1
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i 8' 2 s`
512 955 s ft. z • X29 , ar T I ) ,� L TNG�1) �N�4, 1 s
q I LE 1 NG ( -� J SPH AST
1 236: i RI 1
- 11.78 acre ,1% NO - - ` _ PPP2s
: I I I w1
"rvG' � f�i 1 --_--- ® �- _, -
OBTAIN
/� / ti:� TO LJ T A I - be - A� 2. 2 AC.
l )f Itz It'l (IX x 53 Q -e < iy 1 - - -- 1
(TO INLE T #16)-
NDIVIDUAL SEF Aid ?9b G9 4 f w x�9 �� 2 MP r296
��� PHASE 5 1 o a I 1 4 C+\,_ A.1S 219 �s sY
/z/ _ -2s4 c Nc ,o C O Ca 1�' 1 t,V V 2 , - .G P , ,�
STORM WATER -;PERM I T OUTP ,dI�CEL #2 �' 100,X150 =0.70 6� 2- "DO
82 �' 1,'�i tl �- 5 tN��� 3`� �29�5 1Z.
- 78 897 Sq. ft. '�' mi-
�l" OOL W1CK
G (T INLET rvE `�P ��i 11 N 1e�CL
296 29,,��
N , _ cD 1% 3 1z 1z 2 1z tz 30 1z /
0
�1l
yry 1 81 acres X29 o xN �i 1 __ / _ �.1
�. 29 zQl `129 9 29 ' x2e.e 29 3 2 ��1 E, mb
AC. N6 ® yNd53 iY PINE - _ -
J✓ : / �� NO �. , be
�, ." s ;� �•t ;a 46. 1 �1 - .�- - 11 1 • Ea, E a D.
(T I L 3 1 " „CMp t Pop
22 P C
0 Go 26d6 X23PINE 9, - 24 tN 24.6 M 'z� �1 1 24 25.95
.", � _�22 NG rvG 31 ^,,. -_' i 1 I i - 5 , 19� EP; $',i 1 S t- �,
die 4D
i C
G P, 52 P 1 5
' X 1 It N - 5.
2�. 294, • 11 ' tIN 2
t 25 56
PHAS;E6 3 X2�HASE 2 ,7-PINE 1i It - `�9 y�-E � P�S3�•11,,�_
PHASE 4 sf hz '1 3„E _ _ - �`;,�P� 1 20 000 t
20,000 s rvG .� 1 3p pC
�09 k, , N. g
10075 4 155,264B- b
BUILDING AN /OR CO UN�TeY/LIFESTYL PHASE 1 N s25 ,1 2Q 2 II Epj6
NO �-
POOL W &5] s P� 1 - dp_ .- 296
R1L BUILDING BUILDING zx i1X �- `pQ�
15 DECK TO BE BUI 6T TO BE BUJLT y �2966I, �; X29 30 4 D oRly
\ I
N i6"PINE k28.Bi , „ �.�-��� 'I¢ � 2i'PiNE NE/ �®e1 C.
INCREMENTA LY 29 Q���;[ V
NO I CREMENTALL\Y 5� 8 3 � 2 � �` '`
,9 i \ 1 'C fr B E i \r �� P
/^ v •wL X2947 X2946 ♦�• 16 @ N p� / �� _ `2 RAJ
i996.32' 95 ry13V - NO 19 tg \' 30+ FT .-1-D f4[' ,' -G =Fo E� PP _„_ �1 2963 E ,1�GX
N 41.13'07" W--+899.85'
NOTES
1. PRIOR TO USE AS A WET DETENTION POND SEDIMENT BASIN
WILL BE MUCKED OUT.
2. ALL IMPERVIOUS SURFACES INCLUDING ROOF AREAS TO DRAIN
TO STORMWATER POND.
3. POND TO BE PUMPED DOWN BY MECHANICAL MEANS IN CASE
OF EMERGENCY.
MAP NOTE:
ALL BOUNDARIES, UTILITIES, TOPOGRAPHY
& WETLAND DELINEATION HAS BEEN
PREPARED BY WITHERS & RAVENEL, INC.
...-
N 41 *13'07;,, V 824.19' 293e 293 K;8' PIPE 2958 9� -
r NG NO NO
rvv
827.65, S29 , 29,5,
NO
- - - -[DRAINAGE `NO16 X29
[D i
AREA
n
STORM COMPUTATIONS
FROM
TO
LENGTH
ft
AREA
oc
C-FACTOR
(C
RUNOFF
Cfs
CAPACITY
Cfs)
DIAMETER
in
SLOPE
%
INV. IN
(ft)
INV. OUT
ft
HGLDn
(ft)
HGLUp
ft
RIM
ft
2
1
99.00
0,33
0,85
6.91
12.45
24
0.30
24.00
24.30
28.79
28.88
29.50
3
2
178.00
0.70
0.65
5.20
12.34
24
0.30
24.30
24.83
29,01
29.11
29.50
4
3
169.00
0.51
0.65
2.24
3.55
15
0.30
24.83
25.34
29.15
29.35
29.09
6
5
53.00
0,24
0.85
4,04
3.55
15
0,30
24.00
24.16
28.79
29,00
29.50
7
6
178.00
0.48
0.85
2.75
3.52
15
0.30
24.16
24.69
29.17
29.50
29.50
9
8
53.00
0,24
0.85
4.04
3.55
15
0.30
24.00
24.16
28.79
29.00
29.50
10
9
178.00
0.48
0.85
2.75
3.52
15
0.30
24.16
24.69
29A 7
29.50
29.50
12
11
53.00
0.35
0.85
5,56
5.77
18
0.30
24.00
24.16
28.79
28.94
29.50
13
12
178.00
0.64
0.85
3.67
3.52
15
0.30
24.16
24.69
29.03
29.61
29.50
15
14
76.00
0.39
0.85
18.96
36.69
36
0.30
24.00
24.23
28.79
28.85
29.50
16
15
134.00
3.94
0.64
17.02
36.46
36
0.30
24.23
24.63
29.01
29.09
29.50
Designer
GSP
Scale
1" = 50'
Drawn By
Date
GSP
DECEMBER 2010
License #
lob No.
P-0718
2010-0009
COMMUNITY A UATIC
LIFESTYLE CE TER
Hampstead Pender Count North Carolina
GRADING & DRAINAGE PLAN
28 8 /
NG 9
RG
28 43 NO
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5•CPP NNW �N v,25 32
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C �fIICOl�MEf�TAl
29 44
I 1 ` 1�.„IAG FI�lEtaT` CC,MMISSION CCNC.11 EDDO
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GRAPHIC SCALE t C1`,h '�
50 0 25 so 100 1 ' ` 'NA1'ER ?UAL _ -' - EC X 2D11)
1 , '1 inch = 50 R.
PREPARED FOR: G S P C O N S U LT I N G, P L L C Sheet No.
Jeff Beaudoin
PO Box538 ENGINEERING C_(',
Hampstead, NC 28443 6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]
910-547-3781

4"SIDEWALK
TURNDOWN SIDEWALK DETAIL
N.T.S.
PLAN VIEW
— 50' MIN.
, 6' DIVERSION TO DIRECT RUNOFF FROM R/
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
N.T.S.
GENERAL NOTES
A GROOVE JOINT 1' DEEP WITH 1/8' RADII SHALL BE REQUIRED
IN THE CONCRETE SIDEWALK AT 5' INTERVALS. ONE 1/2' EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2' EXPANSION JOINT
WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER
AND ANY RIGID STRUCTURES.
IN SIDEWALKS & PLAZA AREAS EXPANSION JOINTS ARE REQUIRED
AT NO GREATER THAN 30' INTERVALS
CONCRETE SHALL BE 3600 PSI. IN 28 DAYS
1/B"
GROOVE JOINT (5' MAX. O.C.)
1/8" RADIUS
4 °_ ° °
44
a_ 4
/ //�`/�`/i
VA; A�\��\'VAS\��� \ VA
A // v//A�j��jA��
CONCRETE SIDEWALK DETAIL
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2'-31A"
CIDo
s o SECTION H-H
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LENGTH
x
STORM DRAIN PIPE RIP -RAP v
APRON 3
PLAN
SLOPE = 0% TAILWATER
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.)
TO BE DETERMINED IN FIELD
POND OUTLET
18
BASED ON WIDTH OF DITCH
RIP —RAP OUTLET PROTECTION
N.T.S.
20
x
00
RESERVED
PARKING
12"
COLORS
LEGEND AND BORDER: GREEN
WHITE SYMBOL ON BLUE
BACKGROUND
BACKGROUND: WHITE
1'-6" x 1'-0" x .080 STD. ALUM.
HANDICAPPED PARKING SIGN TO
READ "RESERVED PARKING" WITH
IDENTIFICATION SYMBOL. BOLT TO
WD. POST W/ 3/8" CANDIUM
PLATED NUTS, BOLTS & WASHER"
9" x 1'-0" x .080 STD ALUM. SK
TO READ "MAXIMUM PENALTY $10
GS 20-37.6". BOLT TO WD. P0:
WITH 3/8" CANDIUM PLATED NUT
BOLTS & WASHER
MAXIMUM
PENALTY
$250
20-37.6
PRESSURE TREAT[
q- 4"x4" P0:
P
���Q1 FINISHE
`� `� GRAD
3/8" (TYP)
12"
LEGEND AND BORDER: GREEN
BACKGROUND: WHITE
TYPICAL HANDICAPPED SIGN
NOT TO SCALE
GROOVE JOINT (5' MAX. O.C.)
1/8" RADIUS
i I I I 1 3600 P.S.I. CONCRETE
�/j �/j �/j
3600 P.S.I. CONCRETE /\%/V�
COMPACTED SUBGRADE
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
COMPACTED SUBGRADE CONCRETE SIDEWALK
N. T. S.
01 31_81'
00
row— H 'C F
i n o G - E E
N--r----
N
o I
Lir H
DO
H L4Wt'-41�" F-WF-I
" PLAN OF FRAME
1'-7%" V-7�,b" CAST IRON
PLAN OF GRATING
CAST IRON
NCDOT DETAIL 840.16
rr
1n 1u 1" 1n
3' 3:d" 2''3°
W, '`rr
+•tl a
�4 3r_2n'4 v24_2nv4
2 2 rr
" 3 N N 1 �$ 2'- 144 N N
31•6n 21_6"
SECTION E-E SECTION F-F
Designer
GSP
Scale
NO SCALE
Drawn By
Date
GSP
DECEMBER 2010
License #
Job No.
P-0718
2010-0009
rn
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2.5'
7.0'
2.5'
1/2" DIA. STEEL RODS (#4 REBAR)
2.0' MINIMUM LENGTH
ELEVATION VIEW
2.5'
WHEEL STOP DETAIL
N.T.S.
2" WEEP HOLES GENERAL NOTES:
Y"'—� USE CLASS "B" OOINX M THROUMMIIT.
PROVIDE ALL DROP INLETS OVER V-S" IN DEPTH WITH STEPS 12'
ON CENTER, USE STEPS WHICH COMPLY WITH STD. DRAWING 040.00,
OPTIONAL CONSTRUCTION • MMOLITHIC PONI 2" KEYWAY OR 04 MAR DOFELS AT
X X 12" CENTERS AS DIRECTED SY THE ENGINEER.
USE FORMS FOR THE OCMTRUCTIOH OF THE BOTTOM SW.
— - IF REINFORCED CONCRETE PIPE IB BET IN BOTTOM SLAB OF BOX, ADO TO SLAB
SHOWN
-I AS ON SM. NO. N0.o0.
T -- - CCATRUCT WITH PIPE CROMB WATCHING.
— — INSTALL 2" WEEPHOLES AS DIRECTED BY THE EMSINEER.
INSTALL STONE DRAINS, OF A MINIMM OF i CUBIC FOOT OF NO. 78M STONE IN A
POROUS FABRIC SM OR WRAP. AT EACH WEEP HOLE OR AS DIRECTED BY THE ENGINEER.
C LINER ALL E UVBED DORMERS 1".
y I DRAWING NOT TO SCALE.
PLAN
WITH CRATE 8 FRAME REMOVED N C D O T DETAIL 840.14
BRICK COPING(INCIDENTAL)
TOP ELEVATION
ft
Y STD. 840.78 FRAME
S GRATE Y
�— A e" M4 BAR
0. B 8" tV
• I
DOWEL
SEE NOTE SECT ION X_ X DOWEL(8EE NOTE) MAX. PIPE THIS SIDE
SECTION Y-Y
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT H
DIMENSIONS
OF BOX
B PIPE
CUBIC YARDS
CONC. IN BOX
DEOUCTIOIS FOR
ONE PIPE
PIPE
SPAN
WIDTH
KIN. NEIOXTI
0
A
B
N
BOTTOM
BLAB
MALL PER
HT.r.�".,.
C.M.
R.C.
12"
3'-0"
2'.V
2'-0
0.222
0.222
0. 592
0.015
0.020
16"
2 -3
0.848
0.023
0.038
18"
2 -B'
0.703
0.033
0.048
24"
9 •0
0.814
6.068
0.088
30
3'-0"
1 2'•0'
3 -B
0.222
0.222
O.W26
0.082
0.727
MORRIS
COMMUNITY AQUATIC
LIFESTYLE CENTER
Pender County North Carolina
STANDARD DETAILS
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cc
0
L.
F.z �
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' Lu O
ARS
kVEMENT
BASE COURSE
2.0' MINIMUM LENGTH
A SECTION A - A
NOTE:
1. ANCHOR RODS TO BE SLEEVED OR GREASED THRU CONCRETE
CURBS TO PERMIT RELOCATION OF CURBS.
3000 PSI
0.875' CONCRETE
J-1.5" CHAMFER
U
PERMEABLE
CONCRETE
SEQUENCE OF CONSTRUCTION
1. INSTALL TEMPORARY CONSTRUCTION ENTRANCE AS SHOWN
ON EROSION & SEDIMENT CONTROL PLAN.
2. INSTALL PERIMETER CONTROLS (TEMPORARY SILT FENCE,
TEMPORARY SEDIMENT BASIN, TREE PROTECTION FENCING) AS
SHOWN ON THE EROSION & SEDIMENT CONTROL PLAN. THIS
STEP NEEDS TO BE COMPLETED PRIOR TO UPSLOPE LAND
DISTURBING ACTIVITIES.
3. ONCE PERIMETER CONTROLS AND SEDIMENT TRAPPING
MEASURES ARE INSTALLED CLEAR AND GRUB SITE WITHIN LIMITS
OF DISTURBANCE.
4. UPON BRINGING THE SITE TO ROUGH GRADE, STABILIZE ALL
AREAS WITH TEMPORARY VEGETATION IF LEFT UNDISTURBED FOR
15 WORKING DAYS AND ALL SLOPES WITHIN 21 CALENDAR DAYS.
5. UPON BRINGING THE PARKING AREA AND ENTRANCE ROAD
TO SUBGRADE ELEVATIONS, STABILIZE THE AREAS BY PLACING
STONE BASE AS EARLY AS POSSIBLE
6. FOR TEMPORARY VEGETATIVE STABILIZATION OF ALL DENUDED
AREAS SEE NOTE REFERENCING THE EROSION CONTROL
PROGRAM AND SPECIFICATIONS ON SHEET C-1.
7. AFTER CONSTRUCTION OPERATIONS HAVE ENDED AND ALL
DISTURBED AREAS HAVE BEEN 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.
ASPHALT DETAIL FOR PARKING LOT
PAVEMENT DETAIL
N.T,S.
1-1/2" SURFACE COURSE, SF-9.5A
CRUSHED
GREGATE
SE COURSE
COMPACTED SUBGRADE I
BUILDING
FACE
COMPACTED
BASE COURSE
NOTE:
* INJECTION MOLDED FITTINGS ARE
AVAILABLE IN TEES, WYES, REDUCERS, 45- BENDS AND
BELL/BELL COUPLERS.
• WT INJECTION MOLDED FITTINGS AND WT PIPE CAN BE
SUBSTITUTED FOR WATER TIGHT APPLICATIONS
CLEAN OUT END CAP
ADJUST GRADE PER ENGINEERS PLAN
FINISHED GRADE
*INJECTION MOLDED ST 45' WYE
INSERT INJECTION MOLDED, GASKETED (OR INJECTION MOLDED TEE) \
SPIGOT BY BELL REDUCER I
INJECTION MOLDED WT
TEE FITTING
DOWNSPOUT ADAPTER
INJECTION MOLDED ST
45' BEND
*INJECTION
CONNECTION MOLDED ST
90' BEND
HOPE PIPE OR
PVC SDR 35 (TYP)
ROOF DRAIN DETAIL WITH CLEANOUT
N. T. S.
A1yd;
1/2"Nop
1/2" FIBER EXPANSIONf'�
JOINT WITH SEALANT°°gH"0
MANAGF J "i
_ . VIP
� •Ara i �i+1 E61
IP
4" CONCRETE WALK ai nl,.(;Fr
e DRAINAGE FILL OR
UNDISTURBED SOIL
NOTE: SEE SOILS SFC'FI` IPORT
PROVIDE CONSTRUCTION JOINTS AT 25' O.C. MAX. �-L
IN EITHER DIRECTION WITH SQUARE FOOTAGE LESS
THAN 400 S.F. AND AT CURVES, TANGENTS, AND DEC 17 2010
CORNERS (UNLESS NOTED OTHERWISE).
CONSTRUCTION JOINT—
N.
PREPARED FOR: C3 S P C O N S U LT I N Gi, P L L C
Jeff Beaudoin
PO Box538 ENGINEERING
Hampstead, NC 28443 6626 Gordon Road Unit C VWlmin
910-547-3781 gton, North Carolina 28411 tel: [phone] fats: 910-799fi659
SEAL"
031315
Sheet No.
C-5

- - -
- --- - -� --- - - FES -
I
_` ---- - -- --RRP;
TDRAINAGE
50H -_--- - _- ---ORM 49------------ --r _ -STD 1 102 SF
EASEMENT DRAM_ AGE p�° CLASS B RIP P�
p DRAINAGE
-------------
I .-EASEMENT i 18 THICK � _ �--
232.3'
STOR
DRAINAGE �) ��Q EASEMENT
EASEMENT
p 1�
20' WIDE
� 1
EMERGENCY SPILLWAY
FOREBAY W/CLASS B RIPRAP ��
RIPRAP iELEV=28.50 �� �
ELEV=26.7 30 a �1
_�'
! j i 27.2 . . . .
� DRAWDOWN P
.. _ SOIL BORING #2
2 5INFILTRATION ;��
23 RATE=2.23 in/hr 232.224 'L%�
21 STORM -
DRAINAGE
EASEMENT�-
MAIN POND BOTTOM SOIL BORING #1 'Y'
ELEV=22.0 (DESIGN) SHWT\,=19
ELEV=21.0 (EXCAVATED) GROUN\D=28.76 STORAGE VOLUME
SH WT= 27.18 INFILTRATION AREA � 0 v \
i II5,000 SF
ELEV=26.07 1 _
�. 1 i _
"
23
25
Z...... ... \
�. + ... 2.7 _ ... 20
_
? FOREBAY BERM ELEV=27.2 27- +
- I �
FOREBA
ELEV=24.0 (DE
STORM ELEV=23.0 EXCAVATED 11 /
539.0' STORM'''
DRAINAGE i
EASEMENT - STORM DRAINAGE
DRAINAGE EASEMENT
10 10 110 EASEMENT 10
32
30- 30-30- 30 30-
4
1 57(125 -- f)n 5 � *7n- 10 �n 5 � ten80 - �n 5 n 7n 10 50
10.0'
5'x5' REINFORCED CONCRETE BOX
OR BRICK BOX , Lo
GALVANIZED BAR GRATING 1' x 1/8' BEARING BARS. N EL. 26.7
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4' x 1 1/4' x 1/4' -1- 24a
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF 1
OUTLET STRUCTURE - 4' MAX TRASH RACK OPENING FILTER FABRIC
RIM ELEV = 28.5 12' THICK CLAS
'B' RIP -RAP
FLOOD POOL EL. = 295 FOREBAY RIP -RAP
N.T.S.
6' SCH. 40 PVC OUTLET
W/CAP & 3.0- ORIFICE,
SECURED TO SIDE OF
OUTLET BOX
EL. = 25.50
6' EXTENDED BASE
OUTLET STRUCTURE DETAIL
N.T.S.
NOTES:
1. DESIGN ELEVATIONS FOR WET DETENTION BASIN ARE TO AN ELEVATION OF 22.0 IN
THE MAIN POND AND 24.0 IN THE FOREBAY WITH SEDIMENT STORAGE DOWN TO 21.0 IN
THE MAIN POND AND 23.0 IN THE FOREBAY.
?. SEASON HIGH WATER TABLE WAS TAKEN AT A GROUND ELEVATION OF 28.76 AND
ESTIMATED TO BE 19 INCHES FOR AN ELEVATION OF 27.18, WHICH IS WITHIN 6" OF THE
THE PERMANENT POOL ELEVATION OF 26.7.
3. ALL IMPERVIOUS SITE AREA TO BE DRAINED TO PROPOSED STORM SEWER
SYSTEM AND DISCHARGED TO THE WET DETENTION POND.
4. BOND WILL BE PUMPED DOWN BY MECHANICAL MEANS IN CASE OF EMERGENCY.
5. PRIOR TO USE AS A WET DETENTION BASIN, SEDIMENT BASIN WILL BE MUCKED
cur.
CULVERT
Designer
GSP
Scale
1" - 20'
Drawn By
Date
GSP
DECEMBER 2010
License N
lob No.
P-0718
2010-0009
'1
3!
13'
EL. 27.2
6" DRAWDOWN PIPE FOR
1-YR PRE/POST
-3' RIPRAP APRON STORAGE VOLUME
,WN PIPE FOR 1-YR
STORAGE VOLUME
2 SECTION OF 24" RCP
-W/CONCRETE ANCFOR
1EV "A"
SECTIONOF
IM 2'\-CONCRETE ANCHOR APRON
STR.
ELEV A
ELEV B
ELEV C
1
26.5
1 26.4
1 26.07
LEVEL SPREADER DETAIL
� TS
2.1 SIDESLOPE 5 10, 3:1 SIDESLOPE-�,.
----- --------- -------- ---------------
STORAGE __ N RMAL POOL
NORMAL POOL
EL. 24.00 10:1 SIDESLOPE EL. 22.0
FOREBAY POND BOTTOM
EXCAVATED TO EXCAVATED TO
EL. 23.0 EL. 21.0
POND
SHELF BOTTOM
POND BOTTOM
SURFACE AREA
SURFACE AREA
AVERAGE
SHWT
NORMAL
E)
PROVIDED
RE
PONO DEPTH
ELEVATION
ELEVATION
PE0�F)�
ELEVATION
(T
SLED
F
26.7
26.2
4.2
1 31,844
13,495
W.330
27,363
3.5
1 27.18
CONCRETE ANCHORS TO BE 2 FT DEEP (MIN)
X 1 FT WIDE (MIN) SPACED 15 INCHES (ON
CENTER)
CO M M U N I TY A U AT I C PREPARED FOR:
LIFESTYLE CE TER doin
WET DETENTION POND DETAILS lPOBo 538
PO Box 538
Hampstead, NC 28443
Pender County North Carolina 910-547-3781
POND CROSS-SECTION
N.T.S.
L=20'
�' 00-YEAR W V= 29.63
ELEV. 28.50
FILTER FABRIC 12' THICK CLASS
'B' RIP -RAP
EMERGENCY SPILLWAY
N.T.S.
SLOPE TO T13P Of _
POND VARIES 3=1 MAX
5' S'
28.5
26.7 10-1 SIDESLOPE
PLANTED WITH PICKERELWEED
(PONTEDERIA CORDATA)
AT 2.5 FT D.C. AND DUCK POTATO
(SAGITTARIA LATIFOLIA)
AT 18' D.C. ON THE 10' WIDE
VEGETATIVE SHELF
DEC 2 « tofu
.BY". -
TOP OF BANK ELEV. 30.00 � 5� Qk)`-T
24" •`�JSEAM
031315 y c
li*.J ) E ` :;.er�'Sae �%IvS" 17�f1i.+d tl3%jSi��lr%•,•��e ('''4 •eweM°���C�' e•eeeei
•. RY* S.
2elo
I , ?lll-•
RAPHIC SCALE
20 0 10 20 40
Iinch a 20 ft.
GSP CONSULTING, PLLC Sheet No.
ENGINEERING C-6
6626 Gordon Road Unit C Wilmington, North Carolina 28411 tel: [phone] fax: [phone]

FENDER COUNTY, NORTH CAROLINA
NOTICE REQUIRED
ALL EXISTING UNDERGROUND UTILITIES SHALL BE PHYSICALLY LOCATED 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 COMMENCEMENT
OF EXCAVATION OR DEMOLITION.
UTILITY CONTACTS
WATER
OPERATING AUTHORITY:
ADDRESS:
PHONE M
SANITARY SEWER
OPERATING AUTHORITY:
ADDRESS:
PHONE M
POWER
OPERATING AUTHORITY:
PHONE M
CONTACT "CAROLINA ONE CALL" AT
1-800-632-4949
CONTACT THESE UTILITIES
PENDER COUNTY UTILITIES
605 E. FREMONT STREET
BURGAW, NC 28425
[phone]
PLURIS
1095 NC HWY. 210
SNEADS FERRY, NC 28460
[phone]
DUKE PROGRESS
866-582-6345
ROAD INFORMATION
AUTHORITY: NCDOT DIVISION 3 DISTRICT ENGINEER
ADDRESS: 300 DIVISION ROAD
WILMINGTON, NC 28401
PHONE M [phone]
ZONING INFORMATION
AUTHORITY: PENDER COUNTY
ADDRESS: 805 S. WALKER ST.
BURGAW, NC 28425
PHONE M [phone]
STORMWATER PLANS
JANUARY 2017
FOR:
CROSSWIND DEVELOPMENT, INC
2550 CAPITOL DRIVE, SUITE 105
CREEDMOOR, NC 27522
DEVELOPER:
CROSSWIND DEVELOPMENT, INC.
2550 CAPITOL DRIVE, SUITE 105
CREEDMOOR, NC 27522
ENGINEER (CIVIL):
PARAMOUNTE ENGINEERING, INC.
122 CINEMA DRIVE
WILMINGTON, NORTH CAROLINA 28403'
ATTN: TIMOTHY G. CLINKSCALES, P.E. [phone]
SHEETINDEX
SHEET NUMBER
SHEET TITLE
C-0.0
COVER SHEET
C-1.0
GENERAL NOTES
C-2.0
SITE PLAN
C-3.OA - C-3.2
GRADING, DRAINAGE & DA MAP
C-5.0 & C-5.2
SITE DETAILS
IAI
a SEAL -
r� , M. 043620
a st � NGINE�G.•'tV \�
xoL
i :ON T. B�
-1t
PREPARED BY:
J`"Lv &12�///`�
BY:
DARAMOUNTE
122 Cinema Drive
Wilmington, North Carolina 28403
[phone] (0) [phone] (F)
NC License #: C-2846
PROJECT # 16191.PE
FINAL DESIGN - NOT RELEASED FOR CONSTRUCTION

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 (ZONINGAVATER),
PLURIS (SANITARY SEWER), AND THE STATE OF NORTH CAROLINA STANDARDS AND
SPECIFICATIONS.
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
RE ASSOCIATED WITH OR REFERENCED IN THE RECORDED EASEMENT.
GENERAL NOTES
1. EXISTING CONDITIONS WERE TAKEN FROM A SURVEY COMPLETED BY PARAMOUNTE
ENGINEERING, INC. THE SURVEY SHALL BE FIELD VERIFIED BY CONTRACTOR AND ANY
DISCREPANCIES REPORTED TO THE OWNER, OWNERS REPRESENTATIVE, AND/OR ENGINEER
IMMEDIATELY.
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 OBSERVATION,
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 UTILITYREVENUES. 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 PROPERTY DISPOSED
OF OFF -SITE.
6. ALL WORK BY THE CONTRACTOR SHALL BE WARRANTEED 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.
EXISTING UTILITY NOTES
T T
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR O VERIFY THE ACTUAL LOCATION AND
AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE FIELD PRIOR TO GROUND
BREAKING.
WETLAND NOTE
1, A WETLAND DELINEATION WAS PERFORMED BY LAND MANAGEMENT GROUP, INC. AND NO WETLANDS
WERE LOCATED ON -SITE.
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. ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE DRAINAGE
DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED IN ANY MANNER AS A
RESULT OF CONSTRUCTION SHALL BE REPLACED OR REPAIRED IN ACCORDANCE WITH THE
SPECIFICATIONS.
9. 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
REARRANGEMENTOF THE SAME. THE CONTRACTOR SHALL BE RESPONSIBLE FO
R 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
BS ACTING ALL NONSU CRIBING UTILITIES.
RESPONS
IBLE FOR CONTACTING
RI
10. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED. PRIOR TO CONSTRUCTION.
EFEDERAL
ITS ISSUED AND APPLICABLE 11. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERM S ,
STATE, COUNTY, AND LOCAL CODES.
12. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS, EQUIPMENT,
ETC., THAT MAY BE REQUIRED.
13. THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION MEANS AND
METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE PUNS.
X
WET
olPF
OIRF
CMF
El
VIF
= EXISTING PROPERTY LINE
= EXISTING EASEMENT
= PROPOSED CONCRETE SIDEWALK
= PROPOSED BUILDING FOOTPRINT
= PROPOSED BUFFER AREAS
= PROPOSED LANDSCAPE ISLANDS
= EXISTING TREE TO BE REMOVED
= WETLAND LINE
= IRON PIPE FOUND
= IRON ROD FOUND
= CONCRETE MONUMENT
= TELEPHONE PEDESTAL
= TRANSFORMER PEDESTAL (PAD)
= VERIFY IN FIELD
= EXISTING WATER MAIN
= EXISTING SANITARY SEWER MAIN
= EXISTING OVERHEAD ELECTRIC
EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES:
NOTE: THESE EROSION CONTROL AND SEQUENCE OF CONSTRUCTION NOTES ARE INTENDED FOR
EACH "PHASE" OF CONSTRUCTION. THE ORDER AND STEPS TAKEN MUST BE IMPLEMENTED AS EACH
PART OF THE PROJECT IS DEVELOPED; WHETHER AS A WHOLE OR IN PHASES. ANY EROSION
CONTROL DEVICES/MEASURES MUST REMAIN IN PLACE UNTIL THE ENTIRE BASIN DESIGNED TO
HANDLE SEDIMENTATION AND EROSION IS STABILIZED AND ALL IMPROVEMENTS WITHIN THE BASIN
ARE COMPLETE.
1. PRIOR TO ANY GRADING ACTIVITY, CONTRACTOR SHALL CONSTRUCT TEMPORARY GRAVEL
CONSTRUCTION ENTRANCE(S), ESTABLISH THE LIMITS OF DISTURBANCE, AND TEMPORARY SILT
FENCE.
2. CLEAR AND REMOVE FROM SITE, ALL TREES (ONLY ONES TO BE REMOVED), ROOTS, ROOT MAT
ETC. FROM AREA OF THE TEMPORARY SEDIMENT BASIN.
3. CONSTRUCT TEMPORARY SEDIMENT BASIN, OUTLET STRUCTURE, OUTLET PROTECTION AND
SKIMMER.
4. CLEAR AND REMOVE FROM SITE ALL TREES (ONLY ONES TO BE REMOVED), ROOTS, ROOT MAT,
ETC. FROM THE AREA WITHIN THE DESIGNATED CLEARING LIMITS.
5. INSTALL REMAINING EROSION CONTROL MEASURES AS SHOWN ON THE PLANS WITHIN THE
AREA DISTURBED. ALL EROSION CONTROL MEASURES MUST BE INSTALLED BEFORE
COMMENCING CONSTRUCTION.
6. WITHIN 90 DAYS FROM COMMENCEMENT OF CONSTRUCTION, CONTRACTOR SHALL INSTALL
STORM DRAINAGE COLLECTION SYSTEM AND IMMEDIATELY UPON THE INSTALLATION OF ANY
STORM DRAINAGE CATCH BASIN, DROP INLET, ETC., THE CONTRACTOR SHALL INSTALL INLET
PROTECTION TO STOP ANY SEDIMENT FROM ENTERING THE DRAINAGE SYSTEM.
7. IMMEDIATELY UPON THE INSTALLATION OF ANY STORM DRAINAGE SYSTEM, THE CONTRACTOR
SHALL INSTALL INLET/OUTLET PROTECTION AS SHOWN ON THE PLANS AND DETAILS.
S. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO
PRE-CONSTRUTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION CONTROL MEASURES.
9. PLANT GRASS OVER ALL GRADED AREAS WITHIN 14 WORKING DAYS FOR FLAT AREAS AND 7
CALENDAR DAYS FOR ALL SLOPES OF CEASE OF ANY GRADING ACTIVITY.
10. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, THE CONTRACTOR SHALL
CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL
FINAL INSPECTION AND APPROVAL BY NCDENR.
URECEIVINGFINAL INSPECTION AND APPROVAL BY NCDENR, THE CONTRACTOR CAN
11 UPON E ,
RY EROSION CONTROL MEASURES.
REMOVETEMPORA
12. THE CONTRACTOR SHALL CONTINUE TO WATER, FERTILIZE, MOW AND MAINTAIN
SPRIGGED, SODDED, AND PLANTED AREAS UNTIL ALL CONSTRUCTION IS COMPLETE.
GENERAL EROSION AND SEDIMENT CONTROL NOTES:
1. THE EROSION CONTROL PLAN SHALL INCLUDE PROVISIONS FOR GROUNDCOVER ON ALL
EXPOSED PERIMETER DIKES, SWALES, DITCHES, PERIMETER SLOPES, ALL SLOPES STEEPER
THAN 3:1, AND ALL DISTURBED AREAS WITHIN THE HOW LNE WITHIN 7 CALENDAR DAYS FROM
THE LAST LAND DISTURBING ACTIVITY. GROUND COVER SHALL BE PROVIDED ON ALL OTHER
DISTURBED AREAS WITHIN 14 CALENDAR DAYS FROM THE LAST LAND DISTURBING ACTIVITY.
2. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT
CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE
MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND
SEDIMENT CONTROL HANDBOOK. (NO SEPARATE PAYMENT).
3. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE
ONE WEEK PRIG COMMENCEMENT
PRECONSTRUCTION CONFERENCE, N PRIOR THE COM EMENT OF LAND
DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION.
4. ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING
AND/OR LAND DISTURBANCE. THE TEMPORARY CONSTRUCTION ENTRANCE SHOULD BE THE
FIRST MEASURE INSTALLED.
D SEDIMENT
O HE APPROVED EROSION AN CONTROL PLAN AND PERMIT SHALL BE
5. A COPY F T
MAINTAINED ON THE
SITE AT ALL TIMES.
6. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON
THESE PLANS (INCLUDING, BUT NOT LIMITED TO OFF -SITE BORROW OR WASTE AREAS STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A
SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO
NCDEQ FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL
NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE
OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT.
7. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION
CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS
DETERMINED BY EITHER THE REVIEWING AGENCY OR THE ENGINEER. (NO SEPARATE
PAYMENT).
8. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL
TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL
STABILIZATION IS ACHIEVED.
9. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE
SODDED OR SEEDED AS INDICATED AND STABILIZED.
10. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED
FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET.
11. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES PERIODICALLY AND
AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO
MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE
IMMEDIATELY.
12. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE
STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY
THE ENGINEER. (NO SEPARATE PAYMENT). NCDENR FINAL APPROVAL IS REQUIRED.
ENTRANCEREQUIRED AT ALL CONSTRUCTION "
1 GRAVEL CONSTRUCTION N SHALL BE
3. TEMPORARY
STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED
SEPARATE PAYMENT). AREA. (NO SE T).
14. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE DIVISION OF WATER QUALITY SHALL BE
CONTACTED PRIOR TO DISTURBING A CREEK. THE CONTRACTOR SHALL INSTALL RIP4W WITH
D CHANNEL RESTORE SLOPES TO ORIGINAL
FABRIC ALONG DISTURBED BANKS AN AND RES OR
MAXIMUM. B
CONTOURS, BUT NOT STEEPER THAN 2:1 M DISTURBED CREEK AREA SHALL BE
STABILIZED IMMEDIATELY.
- 2g
EXISTING CONTOUR
- 2g
PROPOSED CONTOUR
EG=25.05--,,`
EXISTING SPOT ELEVATION
PG=25.05-,,,
PROPOSED EDGE OF PAVEMENT
SW=25.05--,,,.,
PROPOSED SIDEWALK ELEVATION
TC=25.05 �`
PROPOSED TOP OF CURB ELEVATION
INLET PROTECTION
- LOD
LIMITS OF DISTURBANCE
SILT FENCE
-��► DRAINAGE FLOW PATH
DRAINAGE INLET LABEL
■ CURB INLET / DROP INLET (AS NOTED)
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
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 LWACRE 10-10.10 FERTILIZER.
Mulch
DO NOT MULCH.
Maintenance
FERTILIZE VERY SPARINGLY-20 LB/ACRE NITROGEN IN SPRING WITH NO PHOSPHORUS.
CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS FERTILIZER.
TEMPORARY SEEDING -LATE WINTER/EARLY SPRING
Seeding Mixture
WINTER AND EARLY SPRING
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
KOBE IN PIEDMONT AND
ANNUALLESPEDEZA( COASTAL PLAIN, KOREAN IN MOUNTAINS) 50
E DURATION OF TEMPORARY COVER IS NOT
OMIT ANNUAL LESPED ZA WHEN M
TO EXTEND BEYOND JUNE.
SUMMER
SPECIES RATE (LB/ACRE)
GERMAN MILLET 40
FALL
SPECIES RATE (LB/ACRE)
RYE (GRAIN) 120
Seeding dates
COASTAL PLAIN - DECA-APR.15 - LATE WINTER AND EARLY SPRING
APRIL 15 - AUG. 15 - SUMMER
AUG. 15 - DEC. 30 - FALL
Soil amendments
FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB/ACRE GROUND
AGRICULTURAL LIMESTONE AND 750 LB/ACRE 10-10-10 FERTILIZER.
Mulch
APPLY 4,000 LWACRE 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.
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 FENCE - SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT
BECOMES 0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE BE REPAIRED AS
NECESSARY TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED ACCORDING
TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS, DENSE VEGETATIVE
COVER.
5. INLET PROTECTION - INSPECT ROCK PIPE INLET PROTECTION AT LEAST ONCE A WEEK AND AFTER
EACH SIGNIFICANT 6 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE
SEDIMENT AND RESTORE THE SEDIMENT STORAGE AREA TO ITS ORIGINAL DIMENSIONS WHEN
ACCUMULATED O ONE-HALF E DESIGN DEPTH OF THE TRAP. PLACE THE
THE SEDIMENT HAS ACCUM T TH
SEDIMENT THAT IS REMOVED IN THE DESIGNATED DISPOSAL AREA AND REPLACE THE
CONTAMINATED PART OF THE GRAVEL FACING.
6. SEDIMENT TRAPS / BASINS - REMOVE SEDIMENT AND RESTORE THE BASIN TO ITS ORIGINAL
E HALF OF E DESIGN DEPTH. THE ROCK
EN IONS WHEN IT A H I DIM CUMULATES TO WITHIN ON S C
L WILL BE CLEANED OR REPLACED WHEN THE SEDIMENT POOL NO LO
NGER DRAINS OR WHEN THE
ROCK IS DISLODGED. BAFFLES WILL BE REPAIRED OR REPLACED PROMPTLY IF THEY COLLAPSE,
TEAR, DECOMPOSE OR BECOME INEFFECTIVE. SEDIMENT WILL BE REMOVED FROM BAFFLES
WHEN DEPOSITS REACH HALF THE HEIGHT OF THE 1ST BAFFLE. FLOATING SKIMMERS WILL BE
INSPECTED WEEKLY AND AREA WITH SEDIMENT
WILL BE KEPT CLEAN. PLACE SEDIMENT IN AN
FOR EROSION DAMAGE PIPING,
OL EMBANKMENT SPILLWAYS AND OUTLET CONTROLS. CHECK THE
REMOVE ALL TRASH AND
SETTLEMENT. E ALL NECESSARY REPAIRS IMMEDIATELY. AND MAK
OTHER DEBRIS F THE RISER AND POOL AREA.
FROM
INSPECT RIP RAP OUTLET STRUCTURES WEEKLY
AND AFTER SIGNIFICANT
7. OUTLET PROTECTION -
6 INCH OR GREATER) RAINFALL EVENTS TO SEE IF ANY EROSION AROUND OR BELOW THE RIP RAP
HAS TAKEN PLACE, OR IF STONES HAVE BEEN DISLODGED. IMMEDIATELY MAKE ALL NEEDED
REPAIRS TO PREVENT FURTHER DAMAGE.
8. EMERGENCY SPILLWAY / FOREBAY PROTECTION - AFTER EVERY HIGH-WATER EVENT INSPECT THE
INTEGRITY OF THE LINED SPILLWAY AND THE ADJACENT EARTHEN BANKS. IMMEDIATELY MAKE
ALL NEEDED REPAIRS TO PREVENT FURTHER DAMAGE. REPAIR ANY VOIDS IN THE RIP RAP LINED
APRONS, RE-ESTABLISH ANY LOOSE STONES, AND FIX GAPS IN THE ADJACENT VEGETATIVE
COVER.
9. SKIMMER - INSPECT SKIMMER AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL TO MAKE SURE
THAT THE INTAKE MECHANISM, ORIFICE, OR DISCHARGE PIPE IS NOT CLOGGED WITH TRASH OR
SEDIMENT. IF THE BASIN IS DRY, MAKE SURE THAT ANY VEGETATION GROWING ON THE BOTTOM
IS NOT HOLDING THE SKIMMER DOWN. TAKE SPECIAL PRECAUTION IN WINTER TO PREVENT THE
SKIMMER FROM PLUGGING WITH ICE.
10. TEMPORARY DIVERSION DITCHES - INSPECT DITCHES WEEKLY AND AFTER EVERY RAINFALL
EVENT, REPAIR IMMEDIATELY AS NECESSARY. INSPECT THE CHANNEL OUTLET AND ALL ROAD
CROSSINGS FOR BANK STABILITY AND EVIDENCE OF PIPING OR SCOUR HOLES. REMOVE ALL
SIGNIFICANT SEDIMENT ACCUMULATIONS TO MAINTAIN THE DESIGNED CARRYING CAPACITY.
NC ACCESSIBILITY NOTES:
GENERAL NOTES:
1. SPECIAL ATTENTION SHALL BE GIVEN TO COMPLIANCE WITH AMERICANS WITH
DISABILITIES ACT (2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODEIANSI
Al17.1, AND APPLICABLE LOCAL LAWS & REGULATIONS.
2. IT IS ESSENTIAL THAT CONTRACTORS ARE AWARE OF THE SITE ACCESSIBILITY
REQUIREMENTS.
PARAMOUNTE ENGINEERING, INC. (PEI) HAS DEVELOPED THESE NOTES AND DETAILS
TO ASSURE THAT CONTRACTORS ARE AWARE OF THE REQUIREMENTS AT THE POINT IN
TIME WHEN THEYARE BIDDING THE PROJECT. IN ADDITION, PEI HAS MADE A POINT IN
THESE NOTES AND DETAILS, AS WELL AS IN OUR DRAWINGS, TO PROVIDE SLOPES /
GRADES AND DIMENSIONS THAT COMPLY WITH THE AMERICANS WITH DISABILITIES ACT
(2010 ADA STANDARDS), THE NORTH CAROLINA BUILDING CODE/ANSI Al17.1 AND
APPLICABLE LOCAL LAWS & REGULATIONS. IF THESE SLOPES / GRADES AND
DIMENSIONS ARE NOT ACHIEVABLE, THE CONTRACTOR IS REQUIRED TO CONTACT THE
OWNER IMMEDIATELY AND BEFORE MOVING FORWARD WITH THE WORK.
3. THE CONTRACTOR SHALL NOTIFY PEI IMMEDIATELY OF ANY CONFLICT BETWEEN
THESE NOTES AND DETAILS AND OTHER PROJECT DRAWINGS, WHETHER BY PEI OR
OTHERS. THE CONTRACTOR SHALL NOT PROCEED WITH THE WORK FOR WHICH THE
ALLEGED CONFLICT HAS BEEN DISCOVERED UNTIL SUCH ALLEGED CONFLICT HAS BEEN
RESOLVED. NO CLAIM SHALL BE MADE BY THE CONTRACTOR FOR DELAY OR DAMAGES
AS A RESULT OF RESOLUTION OF ANY SUCH CONFLICT(S).
4. THESE ACCESSIBILITY NOTES AND DETAILS ARE INTENDED TO DEPICT SLOPE AND
DIMENSIONAL REQUIREMENTS ONLY. REFER TO SIDEWALK, CURBING, AND PAVEMENT
DETAILS FOR ADDITIONAL INFORMATION.
ACCESSIBLE ROUTE NOTES:.
1. AT LEAST ONE ACCESSIBLE ROUTE SHALL BE PROVIDED WITHIN THE SITE FROM
ACCESSIBLE PARKING SPACES AND ACCESSIBLE PASSENGER LOADING ZONES; PUBLIC
STREETS OR SIDEWALKS; AND PUBLIC TRANSPORTATION STOPS TO THE ACCESSIBLE
BUILDING OR FACILITY ENTRANCE THEY SERVE.
2. AT LEAST ONE ACCESSIBLE ROUTE SHALL CONNECT ACCESSIBLE BUILDINGS,
ACCESSIBLE FACILITIES, ACCESSIBLE ELEMENTS, AND ACCESSIBLE SPACES THAT ARE
ON THE SAME SITE.
3. WALKING SURFACES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL HAVE A
MAXIMUM RUNNING SLOPE OF 5.0% AND A MAXIMUM CROSS SLOPE OF 2.0%.
4. ANY WALKING SURFACE THAT IS PART OF AN ACCESSIBLE ROUTE WITH A RUNNING
SLOPE GREATER THAN 5.0% IS A RAMP AND SHALL COMPLY WITH THE GUIDELINES FOR
RAMPS OR CURB RAMPS.
5. TRANSITIONS BETWEEN RAMPS, WALKS, LANDINGS, GUTTERS OR STREETS SHALL BE
FLUSHAND FREE OF ABRUPT VERTICAL CHANGES (1/4 INCH MAXIMUM VERTICAL
CHANGE IN LEVEL PERMITTED).
6. FLOOR SURFACES SHALL BE STABLE, FIRM AND SLIP RESISTANT
7. THE MINIMUM CLEAR WIDTH OF EXTERIOR ACCESSIBLE ROUTES SHALL BE
FOURTY-EIGHT (48) INCHES MINIMUM MEASURED BETWEEN HANDRAILS WHERE
HANDRAILS ARE PROVIDED (NC BUILDING CODE 1104.1 & 1104.2).
8. WHERE AN ACCESSIBLE ROUTE MAKES A 180 DEGREE TURN AROUND AN OBJECT
THAT IS LESS THAN FORTY-EIGHT (48) INCHES IN WIDTH, CLEAR WIDTH SHALL BE
FORTY-TWO (42) INCHES MINIMUM APPROACHING THE TURN, FORTY-EIGHT (48) INCHES
MINIMUM DURING THE TURN, AND FORTY-TWO (42) INCHES MINIMUM LEAVING THE
TURN. THE CLEAR WIDTH APPROACHING AND LEAVING THE TURN MAY BE THIRTY-SIX
(36) INCHES MINIMUM WHEN THE CLEAR WIDTH AT THE TURN IS SIXTY (60) INCHES
MINIMUM..' SEE NOTE 7 ABOVE FOR NC CLEAR WIDTH OF EXTERIOR ACCESSIBLE
ROUTES"
9. AN ACCESSIBLE ROUTE WITH A CLEAR WIDTH LESS THAN SIXTY (60) INCHES
SHALLPROVIDE PASSING SPACES AT INTERVALS OF TWO HUNDRED (200) FEET
MAXIMUM. PASSING SPACES SHALL BE EITHER A SIXTY (60) INCH MINIMUM BY SIXTY
(60) INCH MINIMUM SPACE; OR AN INTERSECTION OF TWO (2) WALKING SURFACES THAT
PROVIDE A COMPLIANT T-SHAPED TURNING SPACE, PROVIDED THE BASE AND ARMS OF
THE T-SHAPED SPACE EXTEND FORTY-EIGHT (48) INCHES MINIMUM BEYOND THE
INTERSECTION.
10. DOORS, DOORWAYS AND GATES THAT ARE PART OF AN ACCESSIBLE ROUTE SHALL
COMPLY WITH THE AME
RICANS WITH DISABILITIES ACT 2010 ADA STANDARDS THE
NORTH CAROLINA BUILDING CODE/ ANSI Al17.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
11. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST ACCESSIBLE
BUILDING ENTRANCE SHALL BE PROVIDED AT INACCESSIBLE BUILDING ENTRANCES.
12. WHERE POSSIBLE, DRAINAGE INLETS SHALL NOT BE LOCATED ON AN ACCESSIBLE
ROUTE. IN THE EVENT THAT A DRAINAGE INLET MUST BE LOCATED ON AN ACCESSIBLE
E
ROUTE THE GRATE SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT 2010
ADA STANDARDS), A117.1. THE NC BUILDING CODE, AND APPLICABLE LOCAL LAWS &
REGULATIONS
RAMP NOTES:
1. ANY PART OF AN ACCESSIBLE ROUTE WITH A RUNNING SLOPE GREATER THAN 5%
SHALL BE CONSIDERED A RAMP.
2. THE MAXIMUM RUNNING SLOPE FOR A RAMP SHALL BE 8.33%AND THE MAXIMUM
CROSS SLOPE SHALL BE 2.0%.
3. THE CLEAR WIDTH OF AN EXTERIOR RAMP RUN SHALL BE FORTY EIGHT INCHES INC
BUILDING CODE 1104.1). WHERE HANDRAILS ARE PROVIDED ON THE RAMP RUN, THE
CLEAR WIDTH SHALL BE MEASURED BETWEEN THE HANDRAILS.
4. THE RISE FOR ANY RAMP RUN SHALL BE THIRTY (30) INCHES MAXIMUM.
5. LANDINGS SHALL BE PROVIDED AT THE TOP AND BOTTOM OF RAMPS. LANDINGS
SHALL HAVE A SLOPE NOT STEEPER THAN 2.0% IN ANY DIRECTION. THE LANDING
CLEAR WIDTH SHALL BE AT LEAST AS WIDE AS THE WIDEST RAMP RUN LEADING TO THE
LANDING. THE LANDING CLEAR LENGTH SHALL BE SIXTY (60) INCHES LONG MINIMUM.
RAMPS THAT CHANGE DIRECTION BETWEEN RUNS AT LANDINGS SHALL HAVE A CLEAR
LANDING OF SIXTY (60) INCHES BY SIXTY (60) INCHES MINIMUM.
SE GREATER THAN SIX 6 INCHES SHALL HAVE HANDRAILS ON
RUNS WITH A RI G T R 6. RAMP RU ) t
BOTH SIDES COMPLYING WITH THE AMERICANS WITH DISABILITIES
ACT 2010 ADA
STANDARDS), THE NC BUILDING CODEIANSI Al17.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS.
7 .FLOOR SURFACES OF RAMPS AND LANDINGS SHALL BE STABLE, FIRM AND SLIP
RESISTANT.
PL WITH AMERICANS WITH DISABILITIES ACT 2010 ADA
PROTECTION COMPLYING IT M S S 8. EDGE P t
STANDARDS), THE NC BUILDING CODE/ANSI A117.1, AND APPLICABLE LOCAL LAWS &
REGULATIONS SHALL BE PROVIDED ON EACH SIDE OF RAMP RUNS AND ON EACH SIDE
OF RAMP LANDINGS.
9. WHERE DOORWAYS ARE LOCATED ADJACENT TO A RAMP LANDING, MANEUVERING
CLEARANCES REQUIRED BY THE AMERICANS WITH DISABILITIES ACT (2010 ADA
STANDARDS), THE NC BUILDING CO E! D ANSI Al17.1 SHALL BE PERMITTED TO OVERLAP
THE REQUIRED LANDING AREA. WHERE DOORS THAT ARE SUBJECT TO LOCKING ARE
ADJACENT TO A RAMP LANDING, LANDINGS SHALL BE SIZED TO PROVIDE A COMPLIANT
TURNING SPACE.
NPDES WATER QUALITY STABILIZATION TIME FRAMES
SITE AREA DESCRIPTION
STABILIZATION
TIMEFRAME EXCEPTIONS
PERIMETER DIKES, SWALES, DITCHES AND SLOPES
7 DAYS
NONE
HIGH QUALITY WATER (HOW) ZONES
7 DAYS
NONE
SLOPES STEEPER THAN 3:1
7 DAYS
IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE
NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED
SLOPES 3:1 OR FLATTER
14 DAYS
7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH
ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1
14 DAYS
NONE, EXCEPT FOR PERIMETERS AND HOW ZONES
NC ACCESSIBILITY NOTES (CONT.):
CURB RAMP NOTES:
1. THE MAXIMUM RUNNING SLOPE OF A CURB RAMP SHALL BE 8.33% AND THE MAXIMUM
CROSS SLOPE SHALL BE 2.0%.
2. COUNTER SLOPES OF ADJOINING GUTTERS AND ROAD SURFACES IMMEDIATELY
ADJACENT TO THE CURB RAMP SHALL NOT BE STEEPER THAN 5%. THE ADJACENT
SURFACES AT TRANSITIONS AT CURB RAMPS TO WALKS, GUTTERS AND STREETS
SHALL BE AT THE SAME LEVEL.
3. THE CLEAR WIDTH OF A CURB RAMP SHALL BE 36 INCHES (36) MINIMUM, EXCLUSIVE
OF FLARED SIDES, IF PROVIDED. 'NOTE NC BUILDING CODE REQUIRES EXTERIOR
ACCESSIBLE ROUTES TO BE 48 INCHES MINIMUM WIDE (1104.1 & 1104.2).'
4. LANDINGS SHALL BE PROVIDED AT THE TOP OF CURB RAMPS. THE CLEAR LENGTH
OF THE LANDING SHALL BE THIRTY-SIX (36) INCHES MINIMUM. THE CLEAR WIDTH OF
THE LANDING SHALL BE AT LEAST AS WIDE AS THE CURB RAMP, EXCLUDING FLARED
SIDES, LEADING TO THE LANDING. LANDINGS SHALL HAVE A SLOPE NOT STEEPER THAN
2% IN ANY DIRECTION.
5. IF A CURB RAMP IS LOCATED WHERE PEDESTRIANS MUST WALK ACROSS THE RAMP,
OR WHERE IT IS NOT PROTECTED BY HANDRAILS OR GUARDRAILS, IT SHALL HAVE
FLARED SIDES.
6. WHERE PROVIDED, CURB RAMP FLARES SHALL NOT EXCEED 10%.
7. CURB RAMPS AND THE FLARED SIDES OF CURB RAMPS SHALL BE LOCATED SO THAT
THEY DO NOT PROJECT INTO VEHICULAR TRAFFIC LANES, PARKING SPACES OR
PARKING ACCESS AISLES. CURBS AT MARKED CROSSINGS SHALL BE WHOLLY
CONTAINED WITHIN THE MARKINGS, EXCLUDING ANY FLARED SIDES.
8. CURB RAMPS SHALL BE LOCATED OR PROTECTED TO PREVENT THEIR OBSTRUCTION
BY PARKED VEHICLES.
9. IT IS RECOMMENDED TO PROVIDE CURB RAMPS WITH A TWENTY-FOUR (24) INCH
DEEP DETECTABLE WARNING COMPLYING WITH 406.12 Al 17.1, EXTENDING THE FULL
WIDTH OF THE RAMP. REFERTO DETECTABLE WARNING DETAILS AND NOTES FOR
PLACEMENT, ORIENTATION AND NOTES. THE NC BUILDING CODE DOES NOT
CURRENTLY REQUIRE DETECTABLE WARNINGS AT CURB RAMPS, NOR DO THE 2010 ADA
STANDARDS - HOWEVER US DOT ADA REGULATIONS DO REQUIRE THESE.
10. FLOOR SURFACES OF CURB RAMPS SHALL BE DEEP GROOVED, Y2INCH WIDE BY %
INCH DEEP, ONE (1) INCH CENTERS TRANSVERSE TO THE RAMP.
11. WHERE PROVIDED, STOP LINES SHALL BE LOCATED IN ADVANCE OF CURB RAMP.
12. WHERE PROVIDED, PEDESTRIAN ACTIVATED SIGNALS SHALL BE LOCATED
ADJACENT
D THE SIDEWALK AND NOT ON THE SIDEWALK.
13. WHERE PROVIDED, DRAINAGE INLETS SHALL BE LOCATED UPSTREAM OF CURB
RAMPS AND NOT IN THE RAMP AREA.
14. CURB RAMP TYPE AND LOCATION ARE PER PLAN.
PARKING SPACE NOTES:
1. ACCESSIBLE PARKING SPACES SHALL BE LOCATED ON THE SHORTEST ACCESSIBLE
ROUTES OF TRAVEL FROM ADJACENT PARKING TO AN ACCESSIBLE BUILDING
ENTRANCE.
2. ACCESSIBLE PARKING SPACES SHALL BE AT LEAST NINETY-SIX (96) INCHES WIDE.
ACCESS AISLES SHALL BE 60 INCHES WIDE. ONE OF SIX ACCESSIBLE SPACES SHOULD
PROVIDE A VAN ACCESSIBLE AISLE. THE AISLE SHOULD BE 96 INCHES WIDE (OR
ACCESSIBLE SPACE IS 11 FEET AND ACCESS AISLE IS FIVE FEET). WHERE PARKING
SPACES AND ACCESS AISLES ARE MARKED WITH LINES, THE WIDTH MEASUREMENTS
SHALL BE MADE FROM CENTERLINE OF THE MARKINGS. WHERE PARKING SPACES OR
ACCESS AISLES ARE NOT ADJACENT TO ANOTHER PARKING SPACE OR ACCESS AISLES,
ALL BE PERMITTED TO INCLUDE THE FULL WIDTH MEASUREMENTS SH OF THE LINE
DEFINING THE PARKING SPACE OR ACCESS AISLE.
3. PARKING ACCESS AISLES SHALL BE PART OF AN ACCESSIBLE ROUTE TO THE
BUILDING OR FACILITY ENTRANCE AND SHALL COMPLY WITH PROVISIONS
FORACCESSIBLE ROUTES. MARKED CROSSINGS SHALL BE PROVIDED WHERE THE
ACCESSIBLE ROUTE MUST CROSS VEHICULAR TRAFFIC LANES. WHERE POSSIBLE, IT IS
PREFERABLE THAT THE ACCESSIBLE ROUTE NOT PASS BEHIND PARKED VEHICLES.
4. TWO (2) ACCESSIBLE PARKING SPACES MAY SHARE A COMMON ACCESS AISLE.
5. ACCESS AISLES SHALL EXTEND THE FULL LENGTH OF THE PARKING SPACE THEY
SERVE.
6. ACCESS AISLES SHALL BE MARKED SO AS TO DISCOURAGE PARKING IN THEM.
7. ACCESS AISLES SHALL NOT OVERLAP THE VEHICULAR WAY. ACCESS AISLES SHALL
BE PERMITTED TO BE PLACED ON EITHER SIDE OF THE PARKING X SPACE
C E CEPTFOR
ANGLED VAN PARKING SPACES WHICH SHALL HAVE ACCESS AISLES LOCATED ON THE
PASSENGER SIDE OF THE PARKING SPACES.
B. FLOOR SURFACES OF PARKING SPACES AND ACCESS AISLES SERVING THEM SHALL
BE STABLE, FIRM AND SLIP RESISTANT. ACCESS AISLES SHALL BE AT THE SAME LEVEL
AS THE PARKING SPACES THEY SERVE. CHANGES IN LEVEL ARE NOT PERMITTED.
9. PARKING SPACES AND ACCESS AISLES SHALL BE LEVEL WITH SURFACE SLOPES NOT
EXCEEDING 2.0% IN ALL DIRECTIONS.
10. PARKED VEHICLE OVERHANGS SHALL NOT REDUCE THE REQUIRED CLEAR WIDTH
OF AN ACCESSIBLE ROUTE.
11. PARKING SPACES FOR VANS AND ACCESS AISLES AND VEHICULAR ROUTES
SERVING THEM SHALL PROVIDE A VERTICAL CLEARANCE OF NINETY-EIGHT (98) INCHES
MINIMUM. SIGNS SHALL BE PROVIDED AT ENTRANCES TO PARKING FACILITIES
INFORMING DRIVERS OF CLEARANCES AND THE LOCATION OF VAN ACCESSIBLE
PARKING SPACES.
12. EACH ACCESSIBLE PARKING SPACE SHALL BE PROVIDED WITH SIGNAGE DISPLAYING
THE INTERNATIONAL SYMBOL OF ACCESSIBILITY. SIGNS SHALL BE INSTALLED AT A
MINIMUM CLEAR HEIGHT OF SIXTY (60) INCHES ABOVE GRADE AND SHALL NOT
INTERFERE WITH AN ACCESSIBLE ROUTE FROM AN ACCESS AISLE, SIGNS LOCATED
WHERE THEY MAY BE HIT BY VEHICLES BEING PARKED SHALL BE INSTALLED WITH
BOLLARD PROTECTION.
13. SIGNAGE AT ACCESSIBLE PARKING SPACES REQUIRED BY THE NC BUILDING CODE
SECTION 1106.1SHALL COMPLY WITH THE REQUIREMENTS OF NORTH CAROLINA
GENERAL STATUTE 20-37.6 AND 136-30 AND THE NCDOT UNIFORM MANUAL
UA ON TRAFFIC
CONTROL DEVICES. A SEPARATE SIGN IS REQUIRED FOR EACH SPACE. SIGNS TO
INDICATE THE MAXIMUM PENALTY MUST BE PROVIDED AT EACH ACCESSIBLE SPACE.
14. ACCESSIBLE PARKING SPACE, ACCESS AISLE STRIPING, AND INTERNATIONAL
SYMBOL OF ACCESSIBILITY SHALL BE PAINTED BLUE (OR ANOTHER COLOR THAT CAN
BE DISTINGUISHED FROM PAVEMENT).
7_F3- L�T47So7_171zNFI(sI:14T EelF*3
1. PASSENGER LOADING ZONES SHALL PROVIDE VEHICULAR PULL-UP SPACE
NINETY-SIX (96) INCHES WIDE MINIMUM AND TWENTY (20) FEET LONG MINIMUM.
2. PASSENGER LOADING ZONES SHALL PROVIDE A CLEARLY MARKED ACCESS AISLE
THAT IS SIXTY (60) INCHES WIDE MINIMUM AND EXTENDS THE FULL LENGTH OF THE
VEHICLE PULL-UP SPACE THEY SERVE.
3. ACCESS AISLE SHALL ADJOIN AN ACCESSIBLE ROUTE AND NOT OVERLAP THE
VEHICULAR WAY.
4. VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM SHALL BE LEVEL
WITH SURFACE SLOPES NOT EXCEEDING 2.0% IN ALL DIRECTIONS. ACCESS AISLES
SHALL BE AT THE SAME LEVEL AS THE VEHICLE PULL-UP SPACE THEY SERVE.
CHANGES IN LEVEL ARE NOT PERMITTED.
5. FLOOR SURFACES OF VEHICLE PULL-UP SPACES AND ACCESS AISLES SERVING THEM
SHALL BE STABLE, FIRM AND SLIP RESISTANT.
6.VEHICLE PULL-UP SPACES, ACCESS AISLES SERVING THEM AND A VEHICULAR ROUTE
FROM AN ENTRANCE TO THE PASSENGER LOADING ZONE, AND FROM THE PASSENGER
LOADING ZONE TO A VEHICULAR EXIT SERVING THEM, SHALL PROVIDE A VERTICAL
CLEARANCE OF ONE HUNDRED FOURTEEN (114) INCHES MINIMUM.
ACCESSIBLE ENTRANCE NOTES:
1. ACCESSIBLE ENTRANCES SHALL BE PROVIDED AS REQUIRED BY THE AMERICANS
WITH DISABILITIES ACT (2010 ADA STANDARDS) AND THE NORTH CAROLINA BUILDING
CODE, AND APPLICABLE LOCAL LAWS & REGULATIONS.
2. ENTRANCE DOORS, DOORWAYS AND GATES SHALL COMPLY WITH THE AMERICANS
WITH DISABILITIES ACT (2010 ADA STANDARDS) THE NC BUILDING CODEIANSI Al17.1
AND SHALL BE ON AN ACCESSIBLE ROUTE.
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PEI JOB#: 16191.PE

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(44) - 60' x 120' MIN. SINGLE FAMILY DETACHED LOTS
SURROUNDING OUTER RING OF ROAD A PROPOSED SEWER FORCE MAIN TO CONNECT
w TO EXISTING US HWY 17 FORCE MAIN VIA
5' W. PAVED SIDEWALK TRANSFER STATION ROAD EXTENSION
I PROPOSED PUMP STATION
(28) - 60' x 130' MIN. PROPOSED SEWER EASEMENT &PUMP STATION ACCESS EXPAND EXISTING POND -
SINGLE FAMILY DETACHED LOTS TO ACCOMMODATE NEW
Lr — SURROUNDING OUTER RING OF ROAD A �- -_ -_ _- '- - -_ _- -- - -- _- -- -_ - - - -_ -- - _- — LOTS
TRANSFER STATION ROAD EXTENSION (BY OTHERS)
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STUB OUT FOR POTENTIAL FUTURE ROAD
CONNECTION TO ADJACENT PARCEL
SITE INFORMATION
CURRENT LAND USE:
VACANT LAND
ZONING:
PD
PIN:
4203-26-9269-0000
PROPOSED USE:
RESIDENTIAL
TOTAL SITE AREA:
24.0 ACRES
SINGLE FAMILY DIMENSION REQUIREMENTS
MINIMUM LOT SIZE:
6,600 SF
FRONTYARD SETBACK:
& MINIMUM
SIDEYARD SETBACK:
& MINIMUM
CORNER SIDEYARD SETBACK:
& MINIMUM
REAR SETBACK:
10' MINIMUM
ZERO LOT LINE:
ALLOWED IF 10' MIN. BETWEEN
HOMES
CHORD:
49 MINIMUM
MAXIMUM HEIGHT:
36
DENSITY:
NOT TO EXCEED 5 DU/AC
VICINITY MAP
SCALE: V = 2000'
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IL— J I -Lill I I I L—JIL._JIL�I I I I
UTILITIES
1. ALL WATER UTILITIES WILL BE COORDINATED WITH FENDER COUNTY ENGINEERING; AND
SEWER UTILITIES WILL BE COORDINATED WITH PLURIS.
2. WATER PROVIDED BY FENDER COUNTY UTILITIES.
3. SANITARY SEWER TO BE PROVIDED BY PLURIS
4. STORMWATER WILL BE HANDLED ON SITE IN COMPLIANCE WITH ALL STATE STORMWATER
STANDARDS.
BUFFER NOTES
1. ALL SURROUNDING ADJACENT PROPERTIES ARE ZONED PD WITH THE EXCEPTION OF THE
TRANSFER STATION TO THE WEST OF THE SITE. NO BUFFERS ARE REQUIRED IN ANY
LOCATION OTHER THAN THE PROPOSED BUFFER AGAINST THE TRANSFER STATION
PROPERTY.
RECREATION UNIT NOTES
1. 72 LOTS REQUIRE 1 RECREATION UNIT TOTALING $10,000 OR MORE. INSTALLATION OF THE
PROPOSED ACTIVE RECREATION AREAS WILL FAR EXCEED THE $10,000. 1 UNIT REQUIREMENT
PHASING
1. THE NEIGHBORHOOD WILL BE BUILT AS ONE PHASE.
2. ALL AMENITIES WILL BE CONSTRUCTED WITH THE INITIAL PHASE OF NEIGHBORHOOD
DEVELOPMENT.
PROJECT ROAD NOTES
1. ALL ROADS WILL BE PUBLIC RIGHT OF WAYS CONSTRUCTED TO NCDOT SUBDIVISION ROADS
MINIMUM CONSTRUCTION STANDARDS.
2. ALL PROPOSED INTERNAL ROADWAY INTERSECTIONS AND CONNECTIONS TO EXISTING
ROADWAYS WILL HAVE A 30' RADIUS MINIMUM.
3. STREET NAME SIGNS SHALL BE INSTALLED AS SOON AS ROADWAYS ARE ACCESSIBLE BY
VEHICLE TRAFFIC TO INCLUDE DURING CONSTRUCTION AND MEET PENDER COUNTY STREET
SIGN SPECIFICATIONS.
4. SIDEWALKS WILL BE LOCATED ON ONE SIDE OF ROAD A. LOCATION TO BE DETERMINED
DURING DESIGN DEVELOPMENT FOR ALL OTHER STREETS.
5. NO PROPOSED ROAD EXCEEDS 1 MILE IN LENGTH OR ACCESSES MORE THAN 200 LOTS. ALL
ROADS WILL COMPLY WITH SECTION 7.5.3 OF THE PENDER COUNTY UDO.
STORMWATER POND EXPANDED
FROM EXISTING POND; POND TO
SERVE TRACT A & B
I
1
1
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MULCH PATH AT
STORMWATER POND
TRACT B HAS AN EXISTING DAYCARE AND IS A
NON-RESIDENTIAL USE; EXISTING SETBACKS
AND CONDITIONS TO REMAIN UNLESS
OTHERWISE DESCRIBED ON THIS PLAN
EASEMENT PROVIDED FOR
FUTURE CONNECTION TO
ADJACENT PROPERTY, ROAD WILL
BE CONSTRUCTED AT TIME OF
ADJACENT PROPERTY
DEVELOPMENT
FLOODPLAIN NOTES
1. THIS PROPERTY IS NOT LOCATED WITHIN A REGULATORY SPECIAL FLOOD
HAZARD AREA ACCORDING TO THE FIRM PANEL 3720420300J EFFECTIVE
FEBRUARY 16, 2007. THERE ARE NO FLOOD DEVELOPMENT REGULATIONS
APPLICABLE TO THIS DEVELOPMENT
STREETLIGHT NOTES
1. STREETLIGHTS WILL BE PROVIDED BASED UPON A DESIGN BY DUKE
ENERGY. DESIGN IS PENDING AT THIS TIME.
HISTORICAL & ARCHAEOLOGY NOTES
1. NO KNOWN HISTORIC OR ARCHEOLOGICAL SITES EXIST ON TRACT A ORB.
W
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PEI JOB#: 16191.PE

PROPOSED
CONSTRUCTION
ENTRANCE (TYP.)
_ RETAINING WALL
_-- BY OTHERS (TYP.)
GENERAL NOTES: BUILDING PAD NOTE: ASPHALT/CONCRETE AREA NOTE:
1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH COUNTY AND STATE STANDARDS AND 1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE CUT/FILL 1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE
SPECIFICATIONS. OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE
GEOTECHNICAL REPORT AND TECHNICAL SPECIFICATIONS. WITH THE GEOTECHNICAL REPORT AND TECHNICAL SPECIFICATIONS.
2.
THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN INLETS
TO PROTECT THE SYSTEM FROM COLLECTING SEDIMENTATION DURING CONSTRUCTION.
STORMWATER NOTE:
INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL PAVING IS COMPLETE AND THE
1. THIS PROJECT DRAINS TO THE PROPOSED STORMWATER POND, WHICH IS A PROPOSED
SITE IS STABILIZED.
MODIFICATION OF SW8 081114, AS SHOWN. THE POND DISCHARGES TO AN UNNAMED
TRIBUTARY OF OLD TOPSAIL CREEK, WITHIN THE CAPE FEAR RIVER BASIN.
3.
CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN
ASPHALT AND/OR CONCRETE AREAS TO MATCH PROPOSED GRADES.
RETAINING WALL NOTES:
4.
ALL PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE PROPOSED EDGE
1. THE STRUCTURAL DESIGN FOR THE RETAINING WALLS SHOWN ON THIS PLAN SHALL BE DESIGNED BY
OF PAVEMENT, UNLESS NOTED OTHERWISE.
OTHERS. PLEASE NOTE THAT THE STRUCTURAL ENGINEER SHALL ALSO PROVIDE, WHERE NECESSARY, A SAFETY
FENCE, HANDRAIL OR GUARDRAIL ALONG THE TOP OF THE RETAINING WALLS WHEN REQUIRED BY CODE.
5.
ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS ON -SITE COLLECTION SYSTEM. NO
ROOF DRAINS SHALL BE DIRECTED OFF -SITE WITHOUT ENTERING THE ON -SITE
2. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICT THE LOCATIONS OF THE FRONT FACE OF THE
COLLECTION FIRST.
RETAINING WALL AT THE BOTTOM (I.E. - DOES NOT ACCOUNT FOR WALL BATTER).
6.
ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED TO MEET ADA REGULATIONS.
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS NECESSARY FOR THE
CONTRACTOR SHALL CONFIRM GRADES BEFORE PLACING PAVEMENT OR SIDEWALKS
CONSTRUCTION OF THE RETAINING WALL.
AND REPORT ANY DISCREPANCIES TO OWNER AND/OR ENGINEER.
4. THE RETAINING WALL SHALL BE BACKFILLED WITH ON -SITE BORROW MATERIAL OR PROCESSED FILL.
7.
THE CONTRACTOR SHALL USE EITHER RCP (CL.111) OR HDPE PIPE FOR THE STORM
DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS
5. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE
N-12 WT (WATER -TIGHT) STORM PIPE OR APPROVED EQUAL, IN CONDITIONS WHERE
I
ELEVATIONS ONLY. THE EXTENT TO WHICH THE RETAINING WALL WILL BE EXTENDED BELOW GRADE TO THE
THERE IS AT LEAST TWO FEET OF PROPOSED COVER AND SHALL BE INSTALLED TO
FOOTING SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION DRAWINGS.
MANUFACTURER SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL BE SURE TO
NOTATION:
PROVIDE CONCRETE COLLARS AROUND EACH F.E.S. TO PREVENT FLOATATION IF HDPE
6. PORTIONS OF THE RETAINING WALL WILL EXPERIENCE PERIODIC INUNDATION DURING RAINFALL EVENTS. THE
CI
= CURB INLET
PIPE IS CHOSEN.
RETAINING WALL DESIGNER SHALL ACCOUNT FOR PRESSURE ON THE WALL DUE TO SOIL SATURATION BEHIND THE
DI
= DROP INLET
WALL DURING DESIGN. AN APPROPRIATELY SIZED DRAINAGE SYSTEM, WHICH WILL OUTLET INTO THE WATER
CO
= CLEANOUT
8. ALL CATCH BASIN (CB) RIM ELEVATIONS ARE LISTED AS THE "GUTTER OF FLOW -LINE
QUALITY POND, SHALL BE DESIGNED AND INSTALLED BEHIND THE RETAINING WALLS TO RELIEVE SOIL WATER
DOUBLE DROP INLET
ELEVATION" WITHIN THE CURB SECTION. THE CONTRACTOR SHALL MAINTAIN A UNIFORM
PRESSURE. ALSO, IF ANY PORTIONS OF THE RETAINING WALLS COULD EXPERIENCE OVERTOPPING RUNOFF
M H
_ STORM DRAIN MANHOLE
EDGE OF PAVEMENT (EOP) WHEN PLACING STORM INLETS WITHIN THE CURB -LINE (SEE
FLOW, THE RETAINING WALL DESIGNER MUST INCLUDE A DRAINAGE SYSTEM TO ALLEVIATE ANY DRAINAGE ISSUES
JB
= JUNCTION BOX
"CURB TRANSITION" DETAIL) FOR CATCH BASINS WITHIN A TRANSITION FROM 24"
CAUSED BY RUNOFF OVERTOPPING THE WALLS
I
I I 1 I I
9 / >✓� I ,a ^ , I � 1 I I ( � I �I I i I I I I aIIN I I I I
1 ; \2 '141 4/ 8 1 1 3 44 I; 2 i 31 1 30 I 29
PROPOSED INLET
�II PROTECTION (TYPJ I I \ \ ; \ \ \\ , i NI\� \ / <q'
ol M I C \ ` I I
�\ 1 \\ - - - j- - - - - -CB CB' - -I
\
i� 25' DRAINAGE EASEMENT-
+j I 1 `\ \ �] C3 I jl J •15
®\— ` \\\ V\CB-18 JBI 1 -I1�111 -16
C2E
ADA RAMP (TYP.) 1'1/
SEE DETAIL
L\
—
I�i __ \ x'T �I 1\\\ i � I I '�'.\ 1 �I I I 1 I �I ,._ I C I 3 \\ �
I
I 1 246 5
5 SPILL CURB TYP.) �'•
I
72 I 7 3 0 �\ I 69 `\ 68 67 / 66 65 64 63I IV
62 �� 1 60 59 11
\ \'
b I I I 1 ( /�—N- `L n` 11 \ B•9 I� \\ 1\ \ I\ 1 I I 1 1 I I 1 II M 1 I C2fl.:
I� /I \ 11 I\ I \ I I I ,S` / I I�'� J I N I I
/ / / 1
JB 7 / C8 8 I \ \ - I - - J 5 / - L- J III - CB JB 3
24
_ 11
71
/ 16 o18 1 20 1 �121O 15 7
f /l
\ / / 25' DRAINAGE EASEMENT I 1 - 25' DRAINAGE EASEMENT
d
_gyp _- -
KiiiiiiiiIiiiIwmnbdomL
calbole f.
STANDARD CURB 6 GUTTER, THE RIM ELEVATION GIVEN IS 1" BELOW EDP. FOR CATCH F= FINISHED FLOOR ELEVATION
BASINS WITHIN A TRANSITION FROM MODIFIED VALLEY CURB, THE RIM ELEVATION GIVEN FES = FLARED END SECTION
IS 1/2 INCH BELOW EDP. -_-
~�-- TRANSFER APPROXIMATE
STATION ROAD -- LIMIT OF
EXTENSION BY DISTURBANCE - - - — ---,
�i- - - - OTHERS (VIF) - - - - - - 31- _ (TYP.)-
-3D— ---------------31- — —
------------------29-- -------------__ — — ---''9--- -- ------------ - -- —_---_
_ — — _ - - _ _ _ _ _� =-30== 9_?8= -_- _ 3 s -== -_ _ _ _ � -=� -= =-_ --_
lgi
_ An Ifla
PROPOSED RIP u _ / _ _ _ _ _ _ _Inn_ _ _
RAP APRON ; 5�— I PROPOSED SILT
(SEE DETAIL) I 3 FENCE P.
—3 3 \ (TY )
CONTRACTOR SHALL INSTALL AN EROSION CONTROL MATTING AND SEED
ALL EXPOSED DITCH AREAS AT THE END OF EACH WORKDAY UNTIL DITCH
CONSTRUCTION IS COMPLETE. CONTRACTOR SHALL INSTALL 6" OF
CLASS A RIP RAP ALONG ENTIRE DITCH BOTTOM AND 2' UP EACH SIDE
WITH A NON -WOVEN GEOTEXTILE FABRIC UNDERNEATH. CONTRACTOR
SHALL WORK FROM DOWNSTREAM TO UPSTREAM.
4
1
3
r�l
3
LEGEND:
- -- 20 -- -
EXISTING CONTOUR
20
PROPOSED CONTOUR
EG=25.05 �`
EXISTING SPOT ELEVATION
PG=25.05-�
PROPOSED EDGE OF PAVEMENT
GL=25.05 �\
PROPOSED GUTTER LINE
SW=25.05­,,`
PROPOSED SIDEWALK ELEVATION
TC=25.05 �\
PROPOSED TOP OF CURB ELEVATION
FL--25.05 �`
PROPOSED FLUSH CURB ELEVATION
PVT=25.05
PROPOSED PAVEMENT GRADE
INLET PROTECTION
LOD
LIMITS OF DISTURBANCE
u
SILT FENCE
DRAINAGE FLOW PATH
CI
DRAINAGE INLET LABEL
DRAINAGE INLET STRUCTURE
0
DRAINAGE PIPE
SEE SHEET C-3.2 FOR STORM SCHEDULE:
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PEI JOB#: 16191.PE

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GENERAL NOTES:
6;' ' 1. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH COUNTY AND STATE STANDARDS AND
< ^\ SPECIFICATIONS.
\\\\ 2. THE CONTRACTOR SHALL PLACE INLET PROTECTION AROUND ALL STORM DRAIN INLETS
�s �! TO PROTECT THE SYSTEM FROM COLLECTING SEDIMENTATION DURING CONSTRUCTION.
(� ; INLET PROTECTION SHALL REMAIN IN PLACE UNTIL ALL PAVING IS COMPLETE AND THE
j l SITE IS STABILIZED.
i
�\ f
3. CONTRACTOR SHALL ADJUST ALL FRAMES OF EX. UTILITY INFRASTRUCTURE WITHIN
ASPHALT AND/OR CONCRETE AREAS TO MATCH PROPOSED GRADES.
i \\0 k
\\ 4. ALL PROPOSED SPOT ELEVATIONS SHOWN IN THE PARKING LOT ARE PROPOSED EDGE
), J
OF PAVEMENT, UNLESS NOTED OTHERWISE.
5. ALL ROOF DRAINS SHALL BE DIRECTED TOWARDS ON -SITE COLLECTION SYSTEM. NO
SITE ` ROOF DRAINS SHALL BE DIRECTED OFF -SITE WITHOUT ENTERING THE ON -SITE
�\ \ COLLECTION FIRST.
6. ALL SIDEWALK CROSS SLOPES HAVE BEEN GRADED TO MEET ADA REGULATIONS.
CONTRACTOR SHALL CONFIRM GRADES BEFORE PLACING PAVEMENT OR SIDEWALKS
AND REPORT ANY DISCREPANCIES TO OWNER AND/OR ENGINEER.
Y \\\ 7. THE CONTRACTOR SHALL USE EITHER RCP (CL. 111) OR HDPE PIPE FOR THE STORM
DRAINAGE SYSTEM. IF THE CONTRACTOR CHOOSES TO USE HDPE PIPE, IT SHALL BE ADS
\/� o N-12 WT (WATER -TIGHT) STORM PIPE OR APPROVED EQUAL, IN CONDITIONS WHERE
THERE IS AT LEAST TWO FEET OF PROPOSED COVER AND SHALL BE INSTALLED TO
MANUFACTURER SPECIFICATIONS. IN ADDITION, THE CONTRACTOR SHALL BE SURE TO
PROVIDE CONCRETE COLLARS AROUND EACH F.E.S. TO PREVENT FLOATATION IF HDPE
PIPE IS CHOSEN.
VICINITY MAP
SCALE: V = 2000' 8. ALL CATCH BASIN (CB) RIM ELEVATIONS ARE LISTED AS THE "GUTTER OF FLOW -LINE
NO ELEVATION" WITHIN THE CURB SECTION. THE CONTRACTOR SHALL MAINTAIN A UNIFORM
EDGE OF PAVEMENT (EDP) WHEN PLACING STORM INLETS WITHIN THE CURB -LINE (SEE
"CURB TRANSITION" DETAIL). FOR CATCH BASINS WITHIN A TRANSITION FROM 24"
STANDARD CURB 8 GUTTER, THE RIM ELEVATION GIVEN IS 1" BELOW EOP. FOR CATCH
BASINS WITHIN A TRANSITION FROM MODIFIED VALLEY CURB, THE RIM ELEVATION GIVEN
--- SJ/2.JNGWBEI E9L1.
l
BUILDING PAD NOTE: ASPHALT/CONCRETE AREA NOTE:
1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITABLE MATERIAL AND PROVIDE CUT/FILL 1. SITE CONTRACTOR SHALL STRIP TOPSOIL AND ANY UNSUITALBE MATERIAL AND PROVIDE
OPERATIONS TO PROVIDE A COMPACTED CONTROLLED BUILDING PAD, IN ACCORDANCE WITH THE CUT/FILL OPERATIONS TO PROVIDE A COMPACTED CONTROLLED SUBGRADE, IN ACCORDANCE
GEOTECHNICAL REPORT AND TECHNICAL SPECIFICATIONS. WITH THE GFOTECHNICAL REPORT AND TECHNICAL SPECIFICATIONS.
STORMWATER NOTE:
1. THIS PROJECT DRAINS TO THE PROPOSED STORMWATER POND, WHICH IS A PROPOSED
MODIFICATION OF SW8 081114, AS SHOWN. THE POND DISCHARGES TO AN UNNAMED
TRIBUTARY OF OLD TOPSAIL CREEK, WITHIN THE CAPE FEAR RIVER BASIN.
RETAINING WALL NOTES:
1. THE STRUCTURAL DESIGN FOR THE RETAINING WALLS SHOWN ON THIS PLAN SHALL BE DESIGNED BY
OTHERS. PLEASE NOTE THAT THE STRUCTURAL ENGINEER SHALL ALSO PROVIDE, WHERE NECESSARY, A SAFETY
FENCE, HANDRAIL OR GUARDRAIL ALONG THE TOP OF THE RETAINING WALLS WHEN REQUIRED BY CODE.
2. THE RETAINING WALL ALIGNMENT SHOWN ON THESE PLANS DEPICT THE LOCATIONS OF THE FRONT FACE OF THE
RETAINING WALL AT THE BOTTOM (I.E. - DOES NOT ACCOUNT FOR WALL BATTER).
3. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO OBTAIN ALL REQUIRED PERMITS NECESSARY FOR THE
CONSTRUCTION OF THE RETAINING WALL.
4. THE RETAINING WALL SHALL BE BACKFILLED WITH ON -SITE BORROW MATERIAL OR PROCESSED FILL.
5. THE TOP AND BOTTOM OF WALL ELEVATIONS SHOWN ON THESE PLANS IDENTIFY FINISHED GRADE
ELEVATIONS ONLY. THE EXTENT TO WHICH THE RETAINING WALL WILL BE EXTENDED BELOW GRADE TO THE
FOOTING SHALL BE IDENTIFIED ON THE RETAINING WALL CONSTRUCTION DRAWINGS.
6. PORTIONS OF THE RETAINING WALL WILL EXPERIENCE PERIODIC INUNDATION DURING RAINFALL EVENTS. THE
RETAINING WALL DESIGNER SHALL ACCOUNT FOR PRESSURE ON THE WALL DUE TO SOIL SATURATION BEHIND THE
WALL DURING DESIGN. AN APPROPRIATELY SIZED DRAINAGE SYSTEM, WHICH WILL OUTLET INTOTHE WATER
QUALITY POND, SHALL BE DESIGNED AND INSTALLED BEHIND THE RETAINING WALLS TO RELIEVE SOIL WATER
PRESSURE. ALSO, IF ANY PORTIONS OF THE RETAINING WALLS COULD EXPERIENCE OVERTOPPING RUNOFF
FLOW, THE RETAINING WALL DESIGNER MUST INCLUDE A DRAINAGE SYSTEM TO ALLEVIATE ANY DRAINAGE ISSUES
CAUSED BY RUNOFF OVERTOPPING THE WALLS.
STATIONTRANSFER
•
EXTENSION
OTHERS
Mv
1 i
V/ I 29 1 I I I .. \\ -_ _`--I
` ' - / %�� ~ PROPOSED OUTLET
q \
I
JB 3 I '
1-4 I
- N:- t JB-2
KwAwmftbekw
MA y= ft
------
II> //
STRUCTURE WITH DUAL
36" RCP OUTLET PIPES
11
(SEE DETAIL).
1
111
\6e <JII
I (/
PROPOSED STORMWATER
INN
11 1
MANAGEMENT POND
Ill
11
(EXPANSION OF EXISTING
118 LF DUAL\601IRCP
Ix
1�
POND SW8 081114)
EQUALIZER 01POS.
SEE DETAILS
1
INV.=22.0 I I II
\
I \
\ SLOPE=0.0% 1 I 1
` �?6
/!
11 _ _:;
I _7-
\
_
2
2
VV \v I I l
n
TEMPORARY I
CONSTRUCTION \ I
{' EASEMENT I
r II
'\ II
I \�
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TRACT B
0/
TEMPORARY
CONSTRUCTION
EASEMENT
NOTATION:
CI
= CURB INLET
DI
= DROP INLET
CO
= CLEANOUT
DDI
= DOUBLE DROP INLET
MH
= STORM DRAIN MANHOLE
JB
= JUNCTION BOX
FIFE
= FINISHED FLOOR ELEVATION
FES
= FLARED END SECTION
t
EMERGENCY SPILLWAY (
(SEE DETAIL) 1 1
PROPOSED RIP 1 STORM SCHEDULE:
RAP APRON26 t 1
26 (SEE DETAIL)
� 1 1
111
3J
11 1
P 1 1
111 1
1 t
\ JB-25
CB-24 I 1
LEGEND:
- - 20 -- -
EXISTING CONTOUR
20
PROPOSED CONTOUR
EG=25.05-�
EXISTING SPOT ELEVATION
PG=25.05- �`
PROPOSED EDGE OF PAVEMENT
GL=25.05 -�
PROPOSED GUTTER LINE
SW=25.05--,,�,
PROPOSED SIDEWALK ELEVATION
TC=25.05 -�
PROPOSED TOP OF CURB ELEVATION
FL=25.05 -�
PROPOSED FLUSH CURB ELEVATION
PVT=25.05
PROPOSED PAVEMENT GRADE
INLET PROTECTION
LOo
LIMITS OF DISTURBANCE
E]
SILT FENCE
DRAINAGE FLOW PATH
CI I
DRAINAGE INLET LABEL
DRAINAGE INLET STRUCTURE
p
DRAINAGE PIPE
Upstream
Node
Downstream
Node
Diameter
(In)
Upstream
Invert
Downstream
Invert
Pipe Length
(ft)
Slope(%)
Upstream Rim
Elev
Downstream
Rim Elev
Pipe
Material
JB-1
FES-100
48
20.33
20.00
110
0.300
31.50
24.00
RCP CL. III
JB-2
J13•1
48
20.76
20.43
ill
0.298
29.71
31.50
RCP CL. III
JB-3
JB-2
48
20.96
20.86
33
0.300
29.24
29.71
RCP CL. III
DCB-4
JB-3
42
21.33
21.06
91
0.296
28.91
29.24
RCP CL. III
DCB-4A
DCB-4
18
24.91
24.79
24
0.500
28.91
28.91
RCP CL. III
JB-5
DCB-4
36
22.34
21.43
302
0.300
31.05
28.91
RCP CL. III
CB-6
JB-5
36
1 23.19
22.44
1 251
0.302
1 29.00
31.05
1 RCP CL. III
CB-6A
CB-6
18
25.00
24.88
1 24
0.494
1 29.00
29.00
RCP CL. III
JB-7
CB-6
36
23.55
23.29
88
0.293
29.56
29.00
RCP CL. III
JB-8
JB-7
36
23.97
23.65
108
0.296
29.42
29.56
RCP CL. III
CS-9
18-8
36
24.22
24.07
49
0.305
29.00
29.42
RCPCL. III
DCB-10
CB-9
24
25.15
25.08
24
0.291
29.00
29.00
RCPCL. III
CB-11
FES-200
48
20.15
20.00
51
0.300
28.86
24.00
RCPCL. III
CB-12
CB-11
48
20.32
20.25
24
0.291
28.86
28.86
RCPCL. III
JB-13
CB-12
48
20.58
20.42
53
0.296
29.35
28.86
RCPCL. III
JB-24
JB-13
48
1 21.07
20.68
131
0.302
30.23
29.35
RCPCL. III
JB-15
JB-14
48
21.52
1 21.17
118
0.295
29.67
30,23
RCPCL. III
CB-26
JB-15
48
21,90
21.62
95
0.294
28.98
29.67
RCPCL.III
CB-16A
CB-16
15
24.98
24.86
24
0.500
28.98
28,98
RCP CL. III
CB-17
CB-16
42
22.89
22.00
296
0.301
28.84
28.98
RCP CL. III
CB-17A
CR-17
18
24.94
24.72
24
0.495
28.94
28.84
RCP CL. III
JB-178
CB-17
36
23.37
22.99
126
0.299
29.63
28.84
RCP CL. III
CB-18
JB-178
36
24.05
23.37
228
0.300
28.85
29.63
RCP CL. III
CB-18A
CB-18
24
24.22
24.15
24
1 0.280
28.85
1 28.85
RCP CL. III
JB-19
CB-18
30
24.81
24.15
219
0.299
30.34
28.85
RCP CL, ill
CB-20
JB-19
24
25.04
1 24.91
42
0.308
30.11
30.34
RCP CL. ill
CB-21
CB-20
24
25.22
25.14
26
0.316
30.07
30.11
RCP CL. III
JB-22
FES-300
36
20.26
20.00
88
0.300
29.56
23.00
RCP CL. III
CB-23
JB-22
36
20.90
20.36
181
0.296
28.85
29.56
RCPCL. III
CB-23A
CB-23
15
21.12
21.00
24
0.500
28.85
28.85
RCP CL. III
JB-23B
CB-23
36
21.14
21.00
47
0.297
29.07
28.85
RCP CL. III
DI-23C
1B-238
36
22.50
22.46
7
0.574
27.00
29.07
RCP CL. III
CB-24
JB-23B
30
21.82
21.14
1 227
0.301
28.91
29.07
RCP CL. III
CB-24A
CB-24
15
24.91
24,79
24
0.492
28.91
28.91
RCP CL. III
JB-25
CB-24
30
22.01
21.92
30
0.293
29.25
28.91
RCP CL. III
DI.25A
JB-25
36
22.19
22.11
17
0.495
26.60
29.25
RCP CL. IV
CB-26
JB-25
30
22.49
22.11
128
0.297
29.09
29.25
1 RCP CL. III
CB-26A
CB-26
15
25.00
24.88
24
0.500
29.09
29.09
RCP CL. III
DI.26B
CB-26
30
22.64
22.59
11
0.500
26.51
29.09
RCP CL. IV
CB-27
CB-26
24
23.18
22.59
197
0.299
29.10
29.09
RCPCL. III
CB-28
CB-27
18
23.48
23.28
66
0.301
28.99
29.10
RCP CL. III
CB-28A
CB-28
15
24.00
23.88
1 24
0,505
28.99
28.99
RCP CL. III
CB-29
CB-28
1 18
23.94
23.58
120
0.301
28,99
28.99
RCP CL. III
CB-29A
CB-29
1 15
24.11
1 24.04
1 .r
�I 1
II -
,l\1 CB-26
DI.26B
I ^ I A. 1
/ \ t PROPOSED
1 CONSTRUCTION
ENTRANCE (TYP.) . 7 EG-2
If
Y I ?! zi=zit
RETAINING WALL -
BY OTHERS (TYP.)
CB-27
o I 243 LF 30" RCP
CULVERT
(ROAD-G)
a
/N1 III 111 \
111 111111
( I\I Ill I
EXISTING CONCRETE
APRON AND 24" RCP
CULVERT TO REMAIN
INV.=25.4
24 0.300 28.99 28.99 RCPCL. 111 z
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0
P4
0
Q
0
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FEB a 2 2017 I ----I
BY, ^W
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GRAPHIC SCALE
0 25 50 100 200
SCALE: 1 "= 50'
4.4
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to
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SIGHT 30'R 1 3Iun I
TRIANGLE TRIANGLE
TYPICAL STREET INTERSECTION
NOT TO SCALE
-S9.5B SURFACE
-119.0E INTERMEDIATE COURSE
-B25.OB BASE COURSE
)MPACTED SUBGRADE *
0% ASTM D698 TO 12" DEPTH
TYPICAL NCDOT PAVEMENT SECTION
(PAVEMENT WITHIN NCDOT ROW ONLY)
NOT TO SCALE
SF9.513 SURFACE COURSE
' NCDOT CRUSHED STONE AGGREGATE
4SE COURSE 100% ASTM D698
COMPACTED SUBGRADE*
100% ASTM D698 TO 12" DEPTH
PAVEMENT SECTION
NOT TO SCALE
REFER TO GEOTECHNICAL REPORT FOR DETAILS
GORE LINE
WHITE
DIAGONAL
YELLOW.10'SKIP LINES
OR
1
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YELLOW OR WHIII EDGE LINE 2'MINI-SKIP LINES
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TURN LANE LINE
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REWRED MEN DESIGNATED IN THE PLANS, OR 00
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PAVEMENT MARKINGS
NOT TO SCALE
50 FT MW
ARIE 5' 3' 1' 24' 1' 12'
1' 1
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6'426.06 BASE UNDER CURBING
TYPICAL W PUBLIC ROW ROAD CROSS SECTION
APPLIES TO ROAD A,B,C,D NOT TO SCALE
40 FT PUBLIC
6'
SLOPES= 3:1 1 1/4' PER FT 1/4" PER FT 1/2" PER FT I SLOPES= 3:1
MODIFIED VALLEY CURB 2.0"-SF9.5B SURFACE
W-825.08 BASE
TYPICAL 40' PUBLIC ROW
APPLIES TO ROAD E NOT TO SCALE
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VARIES 3000 PSI
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r 6" r— ASPHALT
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(TIES TO EXISTING)
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NOTE:
ALL BUILT UPON (IMPERVIOUS) AREA SHALL BE DIRECTED TOWARDS ON -SITE COLLECTION SYSTEM.
NO ROOF DRAINS SHALL BE DIRECTED OFF -SITE WITHOUT ENTERING THE ON -SITE COLLECTION FIRST.
TYPICAL LOT GRADING DETAIL
NOT TO SCALE
F'L.AIV V IGVY
SECTION VIEW
TEMPORARY CONSTRUCTION ENTRANCE
NOT TO SCALE
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& BETWEEN STRUCTURES
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NOT TO SCALE
ASPHALT
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PAVEMENT
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ASPHALT TO CONCRETE PAVEMENT TRANSITION
NOT TO SCALE
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NOT TO SCALE
5'
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12:1 MAX.
PAVEMENT CURB
SECTION A -A
A
WHEELCHAIR RAMP (DROP CURB
NOT TO SCALE
STAKEOUT POINT
CURB INLET
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TO
MOD. VALLEY
CURB & GUTTER—\ I 5 1 5 I
21 �" L'-s" 0 0 12"
0 0 12"
TRANSITION FROM MOD.
CONTRACTOR SHALL VALLEY CURB & GUTTER TO
MAINTAIN EOP & TRANSITION MATCH CURB INLET
THE GUTTER LINE FOR CURB INSTALLATION
INLET INSTALLATION
CURB TRANSITION DETAIL
NOT TO SCALE
E EIVE
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PEI JOB#: 16191.PE

SEED/ SOD ALL SLOPES ABOVE PERMANENT POOL EL.
6:1 SHELF BELOW PERMANENT POOL PLANTED WITH
3 SUITABLE WETLAND SPECIES OR VEGETATION.
� 1 6'
(2) 36" RCP
I— PERMANENT POOL EL 26.00 INSI[
—i— 12" a
3
POND 1 SECTION
NOT TO SCALE
FILTER FABRIC
SUITABLE PLANTS
PICKERELWEED (PONTEDERIA CORDATA)
DUCK POTATO (SAGGITARIA LATIFOLIA AND SAGGITARIA CARDINALIS)
SWAMP ROSE (HIBISCUS MOSHEUTOS)
BLUE FLAG (IRIS VIRGINICA)
CARDINAL FLOWER (LOBELIA CARDINALIS)
WET DETENTION POND PLANTING
CONTRACTOR TO INSTALL ON THE 6:1 SLOPED SHELF, EQUAL NUMBERS OF EACH
OF THE LISTED SUITABLE PLANTS. DURING INSTALLATION, GROUP SIMILAR SPECIES
OF PLANTS TOGETHER. INSTALL PLANTS 24" O.C. IN A CHECKERBOARD PATTERN.
6" THICK ULASS'b' KII--KAF �
EMERGENCY #1 SPILLWAY DETAIL
NOT TO SCALE
1 �Io FOREBAY
SECONDARY SPILLWAY (BOX)
TOP OF RISER = 28.0
(9' x 3' GRATE OPENING)
6" SCH. 40 PVC DRAWDOWN ORIFICE
NORMAL POOL EL. = 26.0
'5N
FOREBAY & MAIN POND
SEPARATED BY ROAD E
(SEE PLANS) 100 YEAR EL. = 29.23 _
1.5" RUNOFF STORAGE STORAGE EL = 26.57
PERMANENT POOL EL. (NORMAL WATER SURFACE) 2
1
MAIN POND
PLAN VIEW
SEDIMENT REMOVAL EL =22.00 "1' OF POND DEPTH IS FOR
REMOVAL EL=20.0 EQUALIZER PIPES POND BOTTOM EL. =21.0 SEDIMENT ACCUMULATION
EL FOREBAY=19.0 (SEE PLANS) PER DWQ POLICY
POND 1 - FOREBAY AND STORAGE POND SECTION
NOT TO SCALE
POND 1 DETAILS
GALVANIZED BAR GRATING 1" x 118" BEARING BARS.
FASTEN WITH J-CLIPS, ATTACH TO A 1 1/4" x 1 1/4" x IW'
GALVANIZED ANGLE FRAME. MORTOR FRAME TO TOP OF
OUTLET STRUCTURE
11.0- X 5.0' (APPROX.)
36" CULVERT
PRIMARY SPILLWAY (TYP.)
RECT. WEIR
(COVER WITH HARDWARE CLOTH)
HEGHT =1.25'
LENGTH = 4.0'
EL. 26.75
OUTLET PIPE
(2) 36" RCP (CL.IV)
INV. UP = 26.0
INV. DOWN = 24.85
SLOPE = 3.19%
REINFORCED CONCRETE BOX
(CONTRACTOR SHALL SIZE FOR 9.0' x 3.0' TOP GRATE OPENING)
6" EXTENDED
BASE
POND OUTLET STRUCTURE SECTION (A -A)
NOT TO SCALE
59
PRECAST CONCRETE STRUCTURE.
CONTRACTOR SHALL SUBMIT SHOP
DRAWINGS TO ENGINEER PRIOR TO
ORDERING STRUCTURE
(SEE DETAIL)
VEG SHELF
6:1 SLOPE TYP.
AROUND POND
REINFORCED CONCRETE BOX.
(CONTRACTOR SHALL SIZE FOR 9.V x 3.0' TOP GRATE OPENING)
6" SCH. 40 PVC
DRAWDOWN ORIFICE
ELEV.=26.0
11.0- X 5.0' (APPROX.) -
6"
POND OUTLET STRUCTURE SECTION (m MN
B-B)
NOT TO SCALE
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