SW8040129_Approved Plans_20161107

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DESCRIPTION
REMSIONS
PROJECT MANAGER
DRAWNG SCALE
909 MARKET STREET
RELEASED FOR
DATE
APPROVALS
RPB 1"=60'
WILMINGTON, NC 28401
JwJ
PROJECT DATE
WK
(910)
762-4200
BIDDING
JWJ 1--19-06
APPROVED BY
PROJECT NUMBERWDICKSON
Office Locations:
RPB
50214.00WL
PLOT DATE
community infrastructure consultants
North Carolina
Georgia
CONSTRUCTION
RECORD DWG.
FILE NAME
BASIN 1A 1B 1/19/06
South Carolina Florida
BILL CLARK

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COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS REQUIRED FOR
CONSTRUCTION OF THESE PLANS.
2. ALL WORK IS TO BE IN ACCORDANCE WITH ALL RULES AND REGULATIONS OF
BRUNSWICK COUNTY AND THE STATE OF NORTH CAROLINA.
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND VERTICAL
CONTROLS TO BE USED WITH THE PROJECT. IN ADDITION, THE CONTRACTOR IS
TO COMPUTE THE LAYOUT OF THE ENTIRE SITE PLAN IN ADVANCE OF BEGINNING
ANY WORK ASSOCIATED WITH THE SUBJECT PLANS. CONTRACTOR SHALL EMPLOY
A PROFESSIONAL SURVEYOR TO PERFORM SITE IMPROVEMENT STAKEOUT(S).
4. ANYTIME WORK IS PERFORMED OFF --SITE OR WITHIN AN EXISTING EASEMENT, THE
CONTRACTOR IS TO NOTIFY THE HOLDER OF SAID EASEMENT AS TO THE NATURE
OF PROPOSED WORK, AND TO FOLLOW ANY GUIDELINES OR STANDARDS WHICH
ARE ASSOCIATED WITH OR REFERENCED IN THE RECORDED -EASEMENT.
GENERAL NOTES
1. EXISTING CONDITIONS ARE BASED UPON FIELD SURVEY COMPLETED BY WK DICKSON
ON JUNE 27, 2005, AND REVISED ON NOV. 3, 2005.
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 U11LMES IN ADVANCE OF TRENCHING OPERATIONS SO AS 70 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 REGULA11ONS 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 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 (800)
632-4949 AND ALLOW THE CENTER TO LOCATE EXISTING UTILITIES BEFORE DIGGING.
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
CONSIDERED 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. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF
DEVELOPMENT COMMENCING WITH A RECORD OF THE SITE AS IT APPEARS BEFORE
DEMOLITION HAS BEGUN. AFTERWARDS, A PHOTOGRAPHIC RECORD SHALL BE
MAINTAINED WEEKLY DURING CONSTRUCTION AND ENDING WITH A PHOTOGRAPHIC
RECORD OF THE DEVELOPMENT AS IT APPEARS AFTER DEMOLITION. THIS RECORD
SHALL BE DELIVERED TO THE OWNER.
7. EXISTING CURB AND GUTTER, LIGHTS, SIDEWALK, AND UTILITIES NOT INTENDED FOR
DEMOLITION SHALL BE MAINTAINED, PROTECTED AND UNDISTURBED DURING
DEMOLITION.
8. ALL EXISTING IMPROVEMENTS INDICATED OR REQUIRED TO BE DEMOLISHED SHALL
INCLUDE REMOVAL FROM THE PROPERTY AND PROPER DISPOSAL
9. CONTRACTOR SHALL COORDINATE RELOCATION OF ALL EXISTING OVERHEAD AND
UNDERGROUND U11UTIES INCLUDING CABLE, GAS, TELEPHONE AND ELECTRIC AND
ANY OTHER UTILITIES THROUGH THE SITE WITH THE RESPECTIVE COMPANIES.
10. PROVIDE SMOOTH SAW CUT OF EXISTING PAVEMENTS, CURBS AND GUTTERS AND
SIDEWALKS TO BE DEMOLISHED.
11. ALL DEMOLITION WORK SHALL BE DONE IN STRICT ACCORDANCE WITH LOCAL,
STATE AND FEDERAL REGULATIONS AS WELL AS OSHA REGULATIONS.
12. EXISTING FIRE HYDRANTS ARE TO REMAIN IN SERVICE.
13. INFORMATION CONCERNING UNDERGROUND UTILITIES WAS OBTAINED FROM
AVAILABLE RECORDS, BUT THE CONTRACTOR MUST DETERMINE THE EXACT
LOCATION AND ELEVA11ONS OF THE MAINS BY DIGGING TEST PITS BY HAND.
REVISIONS
EROSION AND SEDIMENT CONTROL NOTES
SITE
NOTES
EROSION CONTROL AND SEQUENCE
1.
ANY DISCREPANCY IN THIS PLAN AND ACTUAL FIELD CONDITIONS SHAD_ BE
OF CONSTRUCTION NOTES:
REPORTED TO THE OWNER PRIOR TO START OF CONSTRUCTION. GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL SETBACKS,
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL
EASEMENTS AND DIMENSIONS SHOWN HEREON BEFORE BEGINNING CONSTRUCTION.
TEMPORARY SILT FENCES.
2.
THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS,
.
2. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC.FROM THE
UTILITIES AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
AREA WITHIN DESIGNATED CLEARING LIMITS.
3.
CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND
3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY
PUBLIC SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY
PROTECTED FROM DAMAGE.
GRADING ACTIVITY.
4. CONTRACTOR SHALL BE RESPONSIBLE FOR CLEANING AND RESTORING TO PRE-
4.
ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
CONSTRUCTION CONDITIONS ANY AREAS OUTSIDE THE PROJECT LIMITS THAT MAY
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
INADVERTENTLY BE DAMAGED DUE TO THE FAILURE OF THE EROSION MEASURES.
5.
DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO
5. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR
DISTORTION.
SHALL CONTINUE TO MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL
THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON
MEASURES UNTIL FINAL INSPECTION AND APPROVAL BY THE NORTH CAROLINA
COMPLETION
COMPLETION OF THE PROJECT AND AT LEAST ONCE A WEEK DURING
DIVISION OF LAND RESOURCES.
CONSTRUCTION.
6. WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS
UNTIL FINAL APPROVAL BY NORTH CAROLINA DIVISION OF LAND RESOURCES.
7.
THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION
LIMITS" BROOM CLEAN AT ALL TIMES.
MAIN TEN AN CE PLAN
8.
ALL UTILITIES TO SERVICE PROPOSED RESIDENCES SHALL BE UNDERGROUND ON
SITE.
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR
9.
ALL STREET SURFACES, DRIVEWAYS, CULVERTS, CURB AND GUTTERS, ROADSIDE
STABILITY AND .OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT
DRAINAGE DITCHES AND OTHER STRUCTURES THAT ARE DISTURBED OR DAMAGED
IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE
IN ANY MANNER AS A RESULT OF CONSTRUCTION SHALL BE REPLACED OR
IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED.
REPAIRED IN ACCORDANCE WITH THE SPECIFICATIONS.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN
ADDITIONAL 2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT
10.
CONTRACTOR SHALL MAINTAIN AN "AS -BUILT'" SET OF DRAWINGS TO RECORD THE
THAT IS TRACKED INTO THE STREET WILL BE IMMEDIATELY REMOVED.
EXACT LOCATION OF ALL PIPING PRIOR 70 CONCEALMENT. DRAWINGS SHALL BE
GIVEN TO THE OWNER UPON COMPLETION OF THE PROJECT WITH A COPY OF THE
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
TRANSMITTAL LETTER TO THE ENGINEER.
0.5 FEET DEEP A7 THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS
11.
IF DEPARTURES FROM THE SPECIFICATIONS OR DRAWINGS ARE DEEMED
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.
NECESSARY BY THE CONTRACTOR, DETAILS OF SUCH DEPARTURES AND REASONS
THEREOF SHALL BE GIVEN 70 THE OWNER FOR REVIEW, NO DEPARTURES FROM
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
THE CONTRACT DOCUMENT SHALL BE MADE WITHOUT THE PERMISSION OF THE
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A
OWNER.
VIGOROUS, DENSE VEGETATIVE COVER.
12.
CONTRACTOR SHALL VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND
UTILITIES. THE LOCATION OF ALL EXISTING UTILITIES ARE NOT NECESSARILY
STABILIZATION NOTES
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
1. ALL SLOPES WILL BE STABILIZED WITHIN 21 DAYS OF CEASE OF ANY PHASE
DAMAGES OR EXTRA COMPENSATION SHALL ACCRUE TO THE CONTRACTOR
OF GRADING.
FROM THE PRESENCE OF SUCH PIPE, OTHER OBSTRUCTIONS OR FROM DELAY DUE
TO REMOVAL OR REARRANGEMENT OF THE SAME. THE CONTRACTOR SHALL BE
2. ALL OTHER AREAS WILL BE STABILIZED WITHIN 30 DAYS OF CEASE OF ANY
RESPONSIBLE FOR ANY DAMAGE "E0 UNDERGROUND STRUCTURES. CONTACT`
PHASE OF GRADING.
"NORTH CAROLINA' ONE CALL" TOLL FREE 1,-- -632-494C AT LEAST 48 HOURS
PRIOR TO CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR COWTACTING
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
ALL NONsuescRIBING UTILITIES.
13.
ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED PRIOR TO
Seeding Mixture
CONSTRUCTION.
14.
ALL CONSTRUCTION TO BE IN ACCORDANCE "TH PERMITS ISSUED AND
SPECIES RATE (j B,jACW
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
CENTIPEDE GRASS 10-20
-i5.
FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
Seeding Dates
16.
ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO GUTTER LINE
MARCH - JUNE
OF CURB UNLESS OTHERWISE NOTED.
Soil Amendments
17.
THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS,
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TESTS, OR APPLY 300 LB/ACRE
CERTIFICATIONS, EQUIPMENT, ETC., THAT MAY BE REQUIRED.
10-10-10 FERTILIZER.
18.
THE ENGINEER AND/OR OWNER DISCLAIM ANY ROLE IN THE CONSTRUCTION
Mulch
MEANS AND METHODS ASSOCIATED WITH THE PROJECT AS SET FORTH IN THESE
DO NOT MULCH.
PLANS.
Maintenance
FERTILIZE VERY SPARINGLY--20 LB/ACRE NITROGEN IN SPRING WITH NO
GENERAL UTILITY NOTES
PHOSPHORUS. CENTIPEDE GRASS CANNOT TOLERATE HIGH PH OR EXCESS
FERTILIZER.
1.
ALL STORM SEWERS SHALL BE CONSTRUCTED IN ACCORDANCE WITH BRUNSWICK
COUNTY REQUIREMENTS AS SPECIFIED ON THE DRAWINGS AND IN THE PROJECT
TEMPORARY SEEDING -LATE WINTER /EARLY SPRING
SPECIFICATIONS.
2.
BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED ON THE DRAWINGS.
Seeding Mixture
3.
ALL STORM SEWER PIPES SHOWN AS RCP ON THE PLANS SHALL BE REINFORCED
WINTER AND EARLY SPRING
CONCRETE PIPE CONFORMING TO ASTM C-76, UNLESS INDICATED OTHERWISE ON
PLANS.
SPECIE RATE (LBfACRE)
STORM
WATER NOTES
Rye (GRAIN) 120
ANNUAL LESPEDEZA (KOBE IN PIEDMONT 50
1.
PHASE 11 & III SITE AREA = 1,345,014 SF (30.88 AC)
AND COASTAL PLAIN, KOREAN IN MOUNTAINS)
2.
DISTURBED AREA (PH 11 &III) = 1,152,129 SF (26.53 AC)
OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER 1S NOT TO EXTEND
BEYOND JUNE.
3.
TOTAL PHASE It & III AREA DRAINING TO PONDS = 1,036,728 SF (23.80 AC)
SUMMER
4.
TOTAL PHASE 11 & III IMPERVIOUS AREA DRAINING TO PONDS = 407,174 SF (39.370)
SPECl� RATE (LB/ACRE)
5.
AN EMERGENCY SPILLWAY IS PROVIDED FOR THE STORMWATER MANAGEMENT
GERMAN MILLET 40
BASINS.
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 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
REFER11UZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFER11UZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE.
PROJECT MANAGER DRAWING SCALE
909 MARKET STREET
RELEASED FOR
DATE
APPROVALS
RPB N/A
DRAWN BY PROJECT DATEvw
WILMINGTON, NC 28401
[phone]
BIDDING
VAR AUGUST 2005
APPROVED BY PROJECT NUMBER
50214.00.Vt
FILE NAME PLOT DATE
C 1-NOTES.... 12/10/2005
D C ��0 Office Locations:
community Infrastructure consultants North Carolina Georgia
South Carolina Florida
CONSTRUCTION
RECORD DWG.
SEAL'`
028
W
EXISTING UTILITY NOTES
1. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILABILITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
2. EXISTING UTILITIES AND STRUCTURES SHOWN, BOTH UNDERGROUND AND ABOVE
GROUND, ARE BASED ON A FIELD SURVEY AND THE BEST AVAILABLE RECORD
DRAWINGS. THE CONTRACTOR SHALL FIELD VERIFY FIELD CONDITIONS PRIOR TO
BEGINNING RELATED CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED
TO THE OWNER'S REPRESENTATIVE IMMEDIATELY.
LEGEND
EXISTING WETLANDS
= EXISTING PROPERTY LINE
_------ = EXISTING CREEK
--- -.__._ ---_. - = EXISTING CONTOURS
p = IRON PIPE FOUND
O = IRON ROD FOUND
= CONCRETE MONUMENT
t�
= TELEPHONE PEDESTAL
= UNDERGROUND TELEPHONE
= TRANSFORMER PEDESTAL (PAD)
= PROPOSED CURB INLET
= PROPOSED STORM SEWER
0 = PROPOSED SEWER CLEANOUT
C.O.
a = PROPOSED DRAINAGE MANHOLE
= PROPOSED SANITARY SEWER MANHOLE
= PROPOSED FIRE HYDRANT ASSEMBLY
II
_SS----- = PROPOSED SANITARY SEWER
w = PROPOSED WATERLINE
r' = PROPOSED WOOD SHADOW BOX FENCE
41 PROPOSED CONTOUR
_ s
= PROPOSED INLET PROTECTION
-,..� LOD --- = LIMITS OF DISTURBANCE
= PROPOSED SILT FENCE
39.50
`r = PROPOSED SPOT ELEVATION
0 EDGE OF PAVEMENT
= PROPOSED TREE PROTECTION
• = PROPOSED IRON ROD SET
® ® = PROPOSED DRAINAGE AREAS
DH- = PROPOSED DRAINAGE STRUCTURE LABEL
PROPOSED YARD INLET LABEL
= PROPOSED VEGETATED FILTER
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 PRIvR TO COMMENCEMENT OF EXCAVATION OR DEMOLITION.
CONTACT 'CAROLINA ONE CALL•
AT 1-800-632-4949
CONTACT THESE UTILITIES
BRUNSWICK COUNTY ZONING
ATTN: MS. HELEN BUNCH, CZO
PH: 910-253-2025
BRUNSWICK ELECTRIC MEMBERSHIP CORP.
PH: 910-642-5011
N.C. NATURAL GAS CO.
PH: 910y-763-1636
EMERGENCY DIAL 911
POLICE - FIRE RESCUE
HOMES
43U EASTATNOOD ROAD"
WILMInuTON, -NORTH CAROLINA 28403
ftadft
SOUTHEAST BRUNSWICK SEWER DISTRICT
ATTN: MR. TOM SPIVEY
PH: 910-457-0006
BRUNSWICK COUNTY ENGINEERING (WATER)
ATM: GLENN WEDDLE
PH: 910-253-2500
ATLANTIC TELEPHONE
PH: 910-754-4311
TIME WARNER CABLE
PH: 910-763-4638
FINAL.,
DESIAN=NOIT REL.EA
'EAPRAY 'OVE AT
A • 1 t
GENERALUC
PHASE 11 & III
AND LEGEND
C101

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REVISIONS
J
PROJECT MANAGER DRAWING SCALE
909 MARKET STREET
RELEASED FOR
DATE
RPB 1 »=40'
DRAWN BY PROJECT DATEvw
WILMINGTON, NC 28401
[phone]
APPROVALS
BIDDING
VAR AUGUST 2005
APPROVED BY PROJECT NUMBER
50214.00.WL
nLE NAME PLOT DATE
C2-SITE&LAY... 12/8/2005
��, ICKSON Office Locations:
Community Infrastructure consultants North Carolina Georgia
South Carolina Florida
CONSTRUCTION
RECORD DWG.
CURVE TABLE
CURVE
LENGTH
RADIUS
DIRECTION
CHORD
C80
115.11'
800.00'
N44'49'31 "E
115.01'
C81
294.10'
560.00'
N25'39'28"E
290.74'
C82
37.83'
560.00'
N08'40'38"E
37.82'
C83
382.86'
800.00'
S20'27'09"W
379.22'
C84
141.91'
230.00'
N16'29'14"E
139.67'
C85
19.05'
230.00'
S86'39'41 "W
19.04'
C86
13.8.79'
747.88'
N73'37'30"W
138.59'
C87
163.78'
815.62'
S70'47'55"E
163.50'
C88
255.65'
800.00'
N46'40'58"W
254.56"
C89
285.94'
3000.00'
S49'51'33"W
285.83'
C96
517.97'
3000.00011
S57'32'09"W
517.32'
CURRENT ZONING: SBR--6000
TAX PARCEL NUMBER:
TOTAL SITE AREA: (PHASE 11 & 111)
SINGLE-FAMILY RESIDENTAIL AREA:
PUBLIC RIGHT-OF-WAY AREA:
AREA DRAINING TO POND:
PERCENT IMPERVIOUSNESS:
SINGLE FAMILY LOTS:
TOTAL RESIDENTIAL UNITS:
UNIT DENSITY WITH WATER & SEWER:
PERMITTED UNITS:
PROPOSED DENSITY:
OPEN/RECREATION SPACE REQUIRED:
OPEN/RECREATION SPACE PROVIDED:
SITE INFORMATION
MINIMUM
LOT SIZE:
MINIMUM
LOT WIDTH:
SETBACK STANDARDS
MINIMUM
FRONT YARD:
MINIMUM
FRONT YARD UTILITY EASEMENT:
MINIMUM
SIDE YARD:
MINIMUM
REAR YARD:
MINIMUM
CORNER LOT SIDE YARD:
MINIMUM
FROM ALL PERIFERY PROPERTY LINES:
LINE TABLE
LINE
LENGTH
BEARING
Ll
154.96'
N48'56'50"E
L2
77.03'
N48'56'50"E
L3
573.69'
N 40'42'12"E
L4
119.31'
N34'09'45"E
L5
103.85'
N34'09'45"E
L6
55.62'
N01 *1 I'll 7"W
L7
10.29'
N80'4326"E
L8
228.28'
N89'02'03"E
L9
220.07'
N89'02'03"E
Ll 0
26.00'
SOO'57'57"E
L11
35.38'
S68'28'26"E
L12
73.73'
S55'50'15"E
L13
18.00'
N27'31'05"W
2210005104
30.88 AC (1,345,014.16 SF)
26.71 AC
4.17 AC
27.19 AC (1,184, 578 SF)
27.9% (375,352 SF)
79
79
1 UNIT/6000 SF
79
79/30.88=2.56 UNITS/AC
14.14 (TOTAL)-9.58(PHASE 1)=4.56AC
(4.56 AC REQUIRED FOR PH. II&III)
6.97 AC
REQUIRED
6,000 SF
60 FT
15 FT.
10 FT.
5 FT.
9 FT.
15 FT.
25 FT.
SURVEY NOTES:
1. EXISTING CONDITIONS ARE BASED UPON FIELD SURVEY COMPLETED BY
WK DICKSON ON JUNE 27, 2005, REVISED NOVEMBER 3, 2005.
2. THIS TRACT IS LOCATED IN ZONE "C" AND ZONE "A" ACCORDING TO
FEMA FIRM COMMUNITY -PANEL NO. 370294 0380 E, MAP REVISED: APRIL
2, 1991.
3. HORIZONTAL DATUM IS NAD83, VERTICAL DATUM IS NGVD29.
' LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE BASED UPON
VISIBLE ABOVE GROUND IMPROVEMENTS AND MAPS AND FILES PROVIDED
BY OTHERS. ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON
MAY EXIST. CONTRACTOR MUST CONFIRM PRESENCE OF UTILITIES WITH
APPROPRIATE UTILITY COMPANIES BEFORE DIGGING.
ETL N D NOTES
WETLANDS SHOWN HERE ARE TAKEN FROM PLAT ENTITLED "SKETCH
PLAN-CAROLINA PLACE," BY STROUD ENGINEERING, PA, AND DATED
11 /24/2003.
2. CONTRACTOR SHALL ENSURE WETLANDS REMAIN UNDISTURBED
DURING CONSTRUCTION.
HERRING DC JR. & WILLIAM P. RABON
PIN 2210003803
BOOK 1391 PAGE 905
ZONING R-6000
HOMES
430 EASTWOOD ROAD
WILMINGTONs NORTH CAROLINA 2840
PROPOSED 2' MODIFIED
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\ \' Yk= 1 �' ' _ 1 1 / 1 T / / t f / ; - oR� -� \ PIN 2210005107
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\ \ L L �.? f l r `" _ ; I .,. ENT �.. -� _ BOOK 1467 PAGE 631
..
\ t \ \ / % I I ( I I I ., 1V . `7 / - _ J- � PLAT BOOK 29 PAGE 431
\ \� � - O� I I I I T 120 / / f T'I�-:_ . °f [? I l ; ~ -- _ l J J ` - _ �
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TOTAL SITE AREA: (PHASE II &III} 30.88 AC (1,345,014.16 SF) -1 / 1 / / / / // OPEN SPACE -AREA A
SINGLE-FAMILY RESiDENTAiL AREA: 26.71 AC
A• 4.17 AC -.,... 25, ORA/N -,` J / 1 / / _ _ -� fl I FIL.TRATI-ON 184,196 SF .
PUBLIC RIGHT-OF-WAY ARE PROGRESS ENERGY F.N.A. AcE l / l
184,578 SF) CAROLINA POWER &LIGHT COMPANY Eq EM�jyT ��,% 1 ... . o BASIN 6 4.23 AC . 3.
AREA DRAINING TO POND: 27.19 AC (1, _S, / J r' If/ �,. �.. -
PERCENT IMPERVIOUSNESS: 27.9% (375,352 SF) PIN 20600001 �RygRD 1 / 1 =- 1
...
-
BOOK 515 PAGE 185 '`'e►.. ` _,'''.TBgc 1 / f1Q, =
SINGLE FAMILY LOTS: 79 ZONING SBR-6000 %. �\
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TOTAL RESIDENTIAL UNITS: 79
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PROPOSED DENSITY: 79/30.88=2.56 UNITS/AC
OPEN/RECREATION SPACE REQUIRED: 14.14 (TOTAL)-9.58(PHASE I)=4.56AC �`
(4.56 AC REQUIRED FOR PH. II&III)
OPEN/RECREATION SPACE PROVIDED: 6.97 AC
i
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MIN \
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MINIMUM REAR YARD: 9 FT. _ ;
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MINIMUM FROM ALL PERIFERY PROPERTY LINES: 25 FT. - O$
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SURVEY •
NOTES. WETLAND NOTES:
..
1. EXISTING CONDITIONS ARE BASED UPON FIELD SURVEY COMPLETED BY a
WK DICKSON ON JUNE 27, 2005, REVISED NOVEMBER 3, 2005. 1. WETLANDS SHOWN HERE ARE TAKEN FROM PLAT ENTITLED "SKETCH �
PLAN-CAROLINA PLACE," BY STROUD ENGINEERING, PA, AND DATED
2. THIS TRACT IS LOCATED IN ZONE C AND ZONE A ACCORDING TO 11 /24/2003.
FEMA FIRM COMMUNITY -PANEL NO. 370294 0380 E, MAP REVISED: APRIL .
2, 1991. 2. CONTRACTOR SHALL ENSURE WETLANDS REMAIN UNDISTURBED 1
3. HORIZONTAL DATUM IS NAD83, VERTICAL DATUM IS NGVD29. DURING
CONSTRUCTION.
� 1
..
4. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE BASED UPON .
VISIBLE ABOVE GROUND IMPROVEMENTS AND MAPS AND FILES PROVIDED
BY OTHERS. ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN' HEREON
MAY EXIST
. CONTRACTOR MUST CONFIRM PRESENCE OF UTILITIES WITH ****��i
APPROPRIATE UTILITY COMPANIES BEFORE DIGGING.
I
I I-----,- - FINAL DESIGN -NOT RELEASED FOR CONSTRUCTION
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REVISIONS
PROJECT MANAGER
RPB
DRAWING SCALE
1 "=40'
WI909 MARKET STREET
LMINGTON, NC 28401
[phone]
D'C Ke � Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAWN BY
VAR
PROJECT DATEvw
AUGUST 2005
BIDDING
APPROVED BY
PROJECT NUMBER
50214.00.V&
CONSTRUCTION
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FILE
C2-SITE&LAY...
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12/8/2005
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BOOK 1467 PAGE 631 WOO -w- TOTAL SITE AREA: (PHASE 11 Se 111) 30.88 AC (1,345,014.16 SF)
wool* PLAT BOOK 29 PAGE 431 PROGRESS ENERGY F.N.A. SINGLE-FAMILY RESIDENTAIL AREA: 26.71 AC
ZONING SBR-6000 Ww CAROLINA POWER & LIGHT COMPANY PUBLIC RIGHT-OF-WAY AREA: 4.17 AC
AREA DRAINING TO POND: 27.19 AC (1,184,578 SF)
0w* OPEN SPACE - AREA C PIN 20600001
1079062 SF AREA OF TRACT SURVEY NOTES: BOOK 515 PAGE 185 PERCENT IMPERVIOUSNESS: 27.9% (375,352 SF)
2.46 AC 1,345,080 SF ZONING SBR-6000
30.88 AC 1. EXISTING CONDITIONS ARE BASED UPON FIELD SURVEY COMPLETED BY SINGLE FAMILY LOTS: 79
'ANY LLC W-00 WK DICKSON ON JUNE 27, 2005,, REVISED NOVEMBER 3, 2005. TOTAL RESIDENTIAL UNITS: 79
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"moo 2, 1991. PROPOSED DENSITY: 79/30.88=2.56 UNITS/AC
OPEN/RECREATION SPACE REQUIRED: 14.14 (TOTAL) - 9.58(PHASE 1)=4.56AC
SHEET
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OPEN/RECREATION SPACE PROVIDED: 6. 7 AC
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DESCRIPTION
REVISIONS
IN 1 MIA17-
NOT TO SCALE
4. LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE BASED UPON
SITE INFORMATION
REQUIRED
VISIBLE ABOVE GROUND IMPROVEMENTS AND MAPS AND FILES PROVIDED
BY OTHERS. ADDITIONAL UNDERGROUND UTILITIES NOT SHOWN HEREON
MINIMUM LOT SIZE:
6, 000 SF
MAY EXIST. CONTRACTOR MUST CONFIRM PRESENCE OF UTILITIES WITH
MINIMUM LOT WIDTH:
60 FT
APPROPRIATE UTILITY COMPANIES BEFORE DIGGING.
SETBACK.STANDARDS
WETLAND NOTES:
MINIMUM FRONT YARD:
15 FT.
1. WETLANDS SHOWN HERE ARE TAKEN FROM PLAT ENTITLED "SKETCH
MINIMUM FRONT YARD UTILITY EASEMENT:
MINIMUM SIDE YARD:
10 FT.
5 FT.
BY STROUD ENGINEERING, PA, AND DATED
PLAN-CAROLINA PLACE,"MINIMUM
REAR YARD:
9 FT.
11/24/2003.
MINIMUM CORNER LOT SIDE YARD:
15 FT.
MINIMUM FROM ALL PERIFERY PROPERTY LINES:
25 FT,
2. CONTRACTOR SHALL ENSURE WETLANDS REMAIN UNDISTURBED
DURING CONSTRUCTION.
PROJECT MANAGER
RPB
DRAWING SCALE
1"=40'
909 MARKET STREET
WILMINGTON, NC 28401
vw [phone]
DIC"e^O
N Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAWN BY
VAR,
PROJECT DATE
AUGUST 2005
BIDDING
APPROVED BY
PROJECT NUMBER
50214.00.WL
CONSTRUCTION
FILE NAME
C2-SITE&LAY..
PLOT DATE
12/8/2005
RECORD DWG.
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DRAWING SCALE
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909 MARKET STREET
WILMINGTON, NC 28401
[phone]
D I C KeS0 N Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAM BY
VAR
PROJECT DATE
AUGUST 2005
BIDDING
APPROVED BY
PROJECT NUMBER
50214.00.WL
CONSTRUCTION
FILE NAME
C3—GRADING,...
PLOT DATE
12/10/2005
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p
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TEMPORARY SEDIMENT TRAP SIZE & ELEVATIONS
TB-#
DIMENSIONS
TOP
ELEVATION
BOTTOM
ELVATION
WEIR LENGTH
(FT)
(FT)
(FT)
(FT)
1
25x75
35.5
32.5
8
2
12x27
13.5
11.5
4
3
12x20
16.0
14.0
4
YARD INLET ELEVATIONS
YI-#
BOX
DIMENSIONS
(FT)
TOP
ELEVATION
(FT)
BOTTOM
ELEVATION
(FT)
INVERT
ELEVATION
(FT)
WEIR ELEVATION
(FT)
(SEE NOTE)
1
4x4
19.4
14.30
14.37
18.4
2
4x4
35.5
30.00
30.00
34.5
3
4x4
37.0
31.45
31.45
36.0
4
4x4
38.0
31.90
31.93
37.0
5
4x4
39.5
32.60
32.60
38.5
6
4x4
37.0
33.50
33.50
36.0
7
4x4
37.5
34.00
34.00
36.5
NOTE: ELEVATIONS SHOWN APPLY TO ALL FOUR SIDES OF WEIR.
PROPOSED TEMPORARY
SEDIMENT TRAP. SEE
DETAIL SHEET C5.2 &
SIZING CHART THIS SHEET (TYP.)
RIP -RAP APRON
.,,'-DESIGNATION. SEE
DETAIL SHT. C5.2
PROPOSED LIMITS OF
DISTURBANCE. (TYP.)
PROPOSED SILT FENCE.
y
SEE DETAIL SHEET C5.1.
(TYP.)
w_,'" `,�`�LOT ` 2 2
\
.
- - = O. �' . �'•. .', LOT 23
�s � � 7PROPOSED CONSTRUCTI I >
ENTRANCE. SEE DETAI� -
--� SHEET C5.2. (TYP.)
LOT 24
FF 35.9 1 \ ,
A 21
35.71
` SEASPRAY 001E
��;AROLIIA I� ACE -- - Q \
PHASE
- L 0 T. 25 f \\
.ram', . x _ .. -"-` ` .- - ..: ..-. f .. ......-- K,,- - , i .,•,- J� j `•` ,`.,•a. �� S� \ ' �� `-. ,. \
- �- ..r�^ _.� , LOT 50 / `L
G _ �� .. --111 -_ �, ,`'� _ t 1QT_ 51
.....- �� ..p�p- "" �h �, , ' '�, f �` LOT 26 N
- _ ,. _ _ _ to i•- '. LOT _52`
LOT~k.
/ i} LOT .5�j4 �
/ - t '"'' `\ �. -« -,, t.,_-��•._ _ �. �'-` `�.- ,'`!' .-;-f,.'. '�, ,`• ,ti .
k- PROPOSED INLET PROTECTION V{~
:-
TB-1 ,`� ,�•� `�
-' 5
STORM SEWER SCHEDULE - DRAINAGE PIPE DATA
LINE
NUMBER
FROM
STRUCTURE
TO
STRUCTURE
NUMBER
PIPE
TYPE % CLASS
PIPE
SIZE
LENGTH
SLOPE
* RIM
ELEVATION
(SEE NOTE)
UPSTREAM
INVERT(FT)INVERT
DOWNSTREAM
( }
FTNUMBER
1
MH-1
YI-1
RCP Ill
24
111 LF
0.50
19.90
14,92
14.37
2
CI-2
MH-1
RCP III
24
74 LF
0.51
19.00
15.30
14.92
3
CI-1
CI-2
RCP IV
18
27 LF
0.49
19.00
15.43
15.30
4
MH-1 A
END
RCP Ili
24
13 LF
0.47
26.50
22.56
22.50
5
CI-5
MH-1 A
RCP III
24
35 LF
0.51
26.75
22.74
22.56
6
CI-6
CI-5
RCP IV
15
27 LF
0.49
26.75
23.87
23.74
7
CI-7
CI-5
RCP III
18
204 LF
0.50
30.00
24.26
23.24
8
CI-8
CI-7
RCP III
15
27 LF
0.49
30.00
24.89
24.76
9
CI-9
YI-2
RCP Ill
24
69 LF
0.51
35.22
30.35
30.00
10
CI-10
CI-9
RCP IV
18
28 LF
0.50
35.20
30.49
30.35
12
MH-2
CI-9
RCP III
18
171 LF
0.50
37.40
31.21
30.35
13
CI-12
MH-2
RCP Ill
18
181 LF
0.50
36.34
32.11
31.21
14
CI-13
CI-12
RCP III
18
21 LF
0.49
36.34
32.21
32.11
15
MH-3
YI-3
RCP Ill
15
51 LF
0.49
36.85
31.70
31.45
16
CI-14
MH-3
RCP Ill
15
48 LF
0.50
36.12
31.94
31.70
16A
C1-15
C1-14
RCP III
15
26 LF
0.49
36.12
32.07
31.94
17
MH-5
YI-4
RCP III
18
33 LF
0.52
39.84
32.10
31.93
18
CI-16
MH-5
RCP III
18
141 LF
0.50
37.45
32.81
32.10
19
MH-4
CI-16
RCP IV
18
18 LF
0.50
38.20
32.90
32.81
20
CI-17
MH-4
RCP IV
15
18 LF
0.50
38.37
32.99
32.90
21
CI-18
MH-4
RCP IV
15
34 LF
0.51
38.20
33.07
32.90
22
MH-7
YI-5
RCP Ill
24
295 LF
0.50
39.20
34.08
32.60
23
CI-19
MH-7
RCP Ili
18
152 LF
0.50
38.65
34.84
34.08
24
MH-6
CI-19
RCP IV
18
32 LF
0.50
39.00
35.00
34.84
25
CI-20
MH-6
RCP IV
18
22 LF
0.51
38.79
35.11
35.00
26
CI-21
MH-6
RCP IV
18
21 LF
0.53
38.79
35.11
35.00
27
CI-22
END
RCP III
15
33 LF
2.74
38.60
36.16
35.25
28
CI-23
CI-22
RCP IV
15
27 LF
0.52
38.60
36.30
36.16
28A
CI-23A
CI-23
RCP Ill
15
61 LF
0.51
39.00
36.86
36.55
29
CI-24
YI-6
RCP III
18
140 LF
0.50
37.70
34.20
33.50
30
CI - 25
CI-24
RCP IV
15
27 LF
0.49
37.70
34.33
34.20
31
CI-26
CI-24
RCP IV
18
101 LF
0.50
37.88
34.71
34.20
32
CI-27
CI-26
RCP IV
18
27 LF
0.49
37.88
34.84
34.71
33
CI-28
END
RCP III
15
128 LF
0.50
36.55
33.89
33.25
34
CI - 29
CI-28
RCP IV
15
27 LF
0.49
36.55
34.02
33.89
35
CI-30
YI-7
RCP Ill
15
140 LF
0.50
37.22
34.70
34.00
36
** MH-1
END
RCP Ill
18
65 LF
0.50
26.50
22.88
22.56
RCP III = CLASS III RCP * RIM ELEVATIONS APPLY TO UPSTREAM STRUCTURE FOR EACH LINE.
Cl = CURB INLET ** SEE DETAIL SHEET C5.2.
MH = MANHOLE
YI = YARD INLET
WETLAND NOTES
1. WETLANDS SHOWN HERE ARE TAKEN FROM PLAT ENTITLED "SKETCH
PLAN-CAROLINA PLACE," BY STROUD ENGINEERING, PA, AND DATED
11 /24/2003.
2. CONTRACTOR SHALL ENSURE WETLANDS REMAIN UNDISTURBED
DURING CONSTRUCTION.
EROSION & SEDIMENT CONTROL NOTE
1. CONTRACTOR SHALL UTILIZE THE PROPOSED INFILTRATION BASINS AS
ki __., ti- ko� 'f ,��- `�t -; - SEDIMENT PONDS DURING EARTH MOVING ACTIVITIES. CONTRACTOR
- ..-, ���.�. •*.�- � - -- F -- _ - + �` SEE DETAIL SHEET C5.1. {TYP.} SHAL
1 k OT 55 _�. ! --:,r A' ,j Ci_r 4 .j✓ti -; • L USE TEMPORARY DIVERSION DITCHES DURING GRADING
t �� YE {' LOT 27 ACTIVITIES TO DIVERT RUNOFF TO PONDS. ONCE ALL DISTURBED
if ;
E AREAS HAVE STABILIZED, THE INFILTRATION
� ! `� f • _ -..; , � . ��.,, �,: _ : f'AlA�1 � TION BASINS
1 ;� , �^ ~- _ � ,� �_ �• .� � � = � ; �' � f�: BEEN STABILIZ
�`` � � Fes. \ SHALL BE
LOT 56 f ,� -, �a_ " = % -j 101
0 PROPOSED
� y _ - \ a ` .,�y _ : -� fy -- . ALL SEDIMENT AND RESTORED T
CLEANED OF DI
=37. ELEVATIONS.
r
} .
i
f, mil.
's
! i • 1. ♦ i f t L''w•- / -t ~ -r.^;!J. `,l"- ..•' J, ,-^" ':r' -i ,� \ ,r Y y
HP=38.44 ,� 1: -� - =-- _ �^ - 9 >, , ` �" ��. #� ` 2. DISTURBED AREA: 44 SF { 2.40 AC) PHASE 1
3 ` 975 7 2
LOT 57 E ,� L - ---- r '
' r{i •-- % r _ f="-' _u_ ._ _ e 52 29 S�2
_--- �. g 1_i1 ,1 6.53 AC) PHASE II &III
_` f 2,127,873 SF 48.93 AC TOTAL
r - 4 LOT 98 ..y ( ) �•"`... Imo~ ``FEE tip+ t
61
r ...�..��,,,, -..-.N- r•'r"'""- --_'" \ `,1 !, may' ♦`'L �`,,` "e, f y '-�, `i
,� _ y (1 H-4t-is _ t �, \�t. \\ .f .� GENERAL NOTES
I-' If -= pi- r- v� - -= mo.w..n•••• e _ - - __.. C
t,1--•''' `� ..'-'' ✓"' ...> � y- _",,.,,,_r.«''_'-.,". f JAI
I - \ ter^ .•••S'
LINE 20
CI-15 - '- �. 38
�� PROPOSED INLET PROTECTION. �� \ LOT 95
SEE DETAIL SFJEET C5.1. (Tl pl) LOT 94
CI-14 , LP-=36.41
_s LOT-�93 \ �
LOT 92
YI-3 LOT 91 ° ,\
. DESCRIPTION a. !
REVISIONS
1 SE
�,- ,a • . .. _ - :,
1. ROOF DRAINAGE FROM LOT
68 SHALL BE PIPED
i,
L 1
,
DIRECTLY T IN
0 LET CI-6
ii in LINE 19 } ` \ ,. LO1'"``99
T'
, ZONING SBR-6000
2. ROOF DRAINAGE FROM LOT
74 SHALL BE PIPED
DIRECTLY TO INEET Cl 1
LOT 97
39.15 ,
'LOT
3. ROOF DRAINAGE FROM
79 SHALL BE PIPED
LOT 96 , �`�
11111
- T3�
�;:,, !, 3 •.50
DIRECTLY TO INFILTRATION
BASIN #8
- ` _ PROPOSED SILT FENCE.
SEE DETAIL SHEET C5.1. TYP.
i ESi x;
LOT 1 0 \ \ _•,j :,
4
' 1 t 1` `
YI_4 yt Lily -
_.`- N LOT 1 1 \\\ PROPOSE TS OF
f p D LIMI
DISTURBANCE. TYP.
N 37 �A
FINAL DFS1AN=NnT RELFAgFn F'1,111R
sl�tti�ttr:.a n �
PROJECT MANAGER DRAWING SCALE
909 MARKET STREET
RELEASED FOR
DATE
RPB 1 "=40'
DRAWN BY PROJECT DATE
WILMINGTON, NC 28401
[phone]
APPROVALS
BIDDING
VAR AUGUST 2005
APPROVED BY PROJECT NUMBER
50214.00.WL
FILE NAME PLOT DATE
C3-GRADING,... 12/10/2005
D'C1�SJ0 Ofi`ice Locations:
community Infrastructure consultants North Carolina Georgia
South Carolina Florida
CONSTRUCTION
RECORD DWG.
SEAL`
C128 2
itl�rjj�� �4ss��s�►• �1 �,�
HOMES
430 EASTWOOD ROAD
WILMINGTONj NORTH CAROLINA 28403
SEASPRAY
PHASE 11 & III = GRADING, DRAINAGE &
EROSION CONTROL PLAN
NSTRUCTION,
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-- _ SEE DETAIL SHEET C5.1. (TV.)
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ZONING SBR-6000
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SHEET C5.2 (TYP.)
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WETLAND NOTES
EM GNCY i
_ f LLWAY Ar
A
_-
RE TAKEN FROM PLAT ENTITLED "SKETCH
WETLANDS SHOWN HERE
1. " AND DATED _ •''� �0�,i - i .. ''�' � � � �
PLAN—CAROLINA PLACE, BY STROUD ENGINEERING, PA,
11 /24/2003. PROPOSED LIMITS
OF DISTURBANCE. T `
WETLANDS REMAIN UNDISTURBED $ � e l" '
2. CONTRACTOR SHALL ENSURE(TYP.)+ / , ' j , ;, ,
DURING CONSTRUCTION.
EROSION & SEDIMENT CONTROL NOTE
UTILIZE THE PROPOSED INFILT
RATION BASINS AS
1. CONTRACTOR SHALL UT y
DURING EARTH MOVING
ACTIVITIES. CONTRACTOR
SEDIMENT PONDS DURI
SHALL USE TEMPORARY DIVERSION DITCHES DURING GRADING
ACTIVITIES TO DIVERT RUNOFF TO PONDS. ONCE ALL DISTURBED
AREAS HAVE BEEN STABILIZED, THE INFILTRATION BASINS SHALL BE
CLEANED OF ALL SEDIMENT AND RESTORED TO PROPOSED
A t'
ELEVATIONS. t`
2. DISTURBED AREA: 975,744 SF (22.40 AC) PHASE I , LOj
1,152,129 SF (26.53 AC) PHASE II & 111
2,127,873 SF (48.93 AC) TOTAL
/ flit !
­.Aiiiiii-
i
FINAL DESIGN -NOT RELEASED FOR CONSTRUCT101N
DESCRIPTION`
REVISIONS
PROJECT MANAGER DRAWING SCALE
909 MARKET STREET
RELEASED FOR
DATE
RPB 1»=40'
DRAWN BY PRo�CT DATE
WILMINGTON, NC 28401
vw [phone]
APPROVALS
BIDDING
VAR AUGUST 2005
APPROVED BY PROJECT NUMBER
50214.00.WL
FlLE NAME PLOT DATE
C3—GRADING,... 12/10/2005
D I C Ko
0Office Locations:
Community infrastructure Consultants North Carolina Georgia
South Carolina Florida
CONSTRUCTION
RECORD DWG.
LOK 2511/le
• SEAL
r
128
s CLARK'--
HOMES
430 EAST WOOD ROAD
WILMINGTON, NORTH CAROLINA 28403
SEAE01PRAY COVE AT CAROLINA PLACE
PHASE 11 & III GRADING, DRAINAGE is
EROSION CONTROL PLAN
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•------
DESCRIPTION
REVISIONS
PROJECT MANAGER
DRAWING SCALE
909 MARKET STREET
RELEASED FOR DATE
RPB
1»=40'
WILMINGTON, NC 28401
APPROVALS
DRAWN BY
PROJECT DATEvw
[phone]
VAR
AUGUST 2005
BIDDING
APPROVED BY
PROJECT NUMBER
DICKS010N50214
Office Locations:
00 WL
PLOT DATE
community infrastructure consultants
North Carolina Georgia
CONSTRUCTION
nLE NAME
C3—GRADING,...
12/10/2005
South Carolina Florida
RECORD DWG:
"�... mA
**�Nlllwt -�,
WETLAND NOTES
1. WETLANDS SHOWN HERE ARE TAKEN FROM PLAT ENTITLED "'SKETCH
PLAN—CAROLINA PLACE," BY STROUD ENGINEERING, PA, AND DATED
11 /24/2003.
2. CONTRACTOR SHALL ENSURE WETLANDS REMAIN UNDISTURBED
DURING CONSTRUCTION.
EROSION & SEDIMENT CONTROL NOTE
1. CONTRACTOR SHALL UTILIZE THE PROPOSED INFILTRATION BASINS AS
SEDIMENT PONDS DURING EARTH MOVING ACTIVITIES. CONTRACTOR
SHALL USE TEMPORARY DIVERSION DITCHES DURING GRADING
ACTIVITIES TO DIVERT RUNOFF TO PONDS. ONCE ALL DISTURBED
AREAS HAVE BEEN STABILIZED, THE INFILTRATION BASINS SHALL BE
CLEANED OF ALL SEDIMENT AND RESTORED TO PROPOSED
ELEVATIONS.
2. DISTURBED AREA: 975,744 SF (22.40 AC) PHASE I
1,152,129 SF (26.53 AC) PHASE II & III
2,127,873 SF (48.93 AC) TOTAL
HOMES
430 EASTWOOD ROAD
WILMINGTON, NORTH CAROLINA 28403
SPILLWAY
f (iVr VJLU IIVI_C 1 I -RV I Cl_0 I IVIV.
t �.jpR-.6POSED\, SILT FENCE.
14,
1 %4
l
LOT 58
LOT 59
1
t
LOT 89
__ SEE _DETAIL SHEET C5.1. (TYP.)
NOT TO SCALE
FINAL DESIGN -NOT RELEAS
LOT 90
r.
t
INFILTRATION
BASIN #7B
OPEN SPACE
AREA "B"
12,398 SF
0.28 AC
FOR CONSTRUCTION
C3n3
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_ w " DEPRESSED "4 BARS " " I -- " 1 �- SECTION A =
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T NOTES: SHEET 1 OF 2 HOOD ELEVATION SECTION - RR TYPE G �
' � f END ELEVATION.840.03 840.033 840.03 840.03
OSIDE ELEVATION " - MORTAR JOINTS 1/2". 1/8" THICK.
WHERE 42" TO 54" PIPE IS USED. WHERE 30 TO 36 PIPE IS USED - CLASS "B" CONCRETE TO BE USED.
SECTION M-M SECTION J-J - THE POURING OF FLOOR SLAB TO BE FRAME, GRATE AND HOOD DETAIL FRAME, GRATE AND HOOD DETAIL
E ACCOMPLISHED BY FORMING. NOT TO SCALE NOT TO SCALE
E - USE TYPE "E" GRATE, PER STD. NO. 840.03
- JUMBO BRICK WILL BE PERMITTED. CONRETE
BRICK OR 4" SOLID CONCRETE BLOCKS MAY BE
M a M USED IN LIEU OF CLAY BRICK.
A Q J B J - IF REINFORCED CONCRETE PIPE IS SET IN
Lw m BASE SLAB OF BOX, MIN. OF 6" CONCRETE
SHALL BE PROVIDED UNDER PIPE
o - FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL, �- 4
It ff OVER 8'-0" IN HEIGHT USE 12" WALL TO
6'-0" FROM TOP OF WALL, AND 8 WALL FOR THE
REMAINING 6'-0".
PLAN- PLAN SEE NOTE #9
a� BACK X T/G ELEV ,
OF CURB SEE PLAN
A N N
a " Y Y co 8� B 8" ' �ol J•1 moo+
n CO
© SEE PLAN
a $»
OUTLET X co
x >` I/,� X -
SECTION Y-Y PLAN SECTION X-X SEE NOTE #4 I .
.. SEE NOTES #3 dt #5
MIN. DIMENSIONS AND QUANTITIES FOR BRICK CATCH BASIN
D% ENSIO AND PIPE COVER REINFORCING Cl4RIC YARDS OF BRICK MASONRY H1 CY/ ADD T DEDUCTIONS
PIPE SPAN WIDTH WIDTH SPAN HEIGHT HEIGHT DIMENSION BARS BARS-V BARS-W TOTAL CONCRETE IN BOX H1 FT.HT. FT. HT. FOR ONE PIPE
D A B G G - LENGTH N0. LENGTH lBS. TOP ,SLAE, FLOOR TOTAL CU.YOS. PER FT.HTC.M. �y�°* 3�0• A B C D E
0.748 0.321 0.0198 ,
12 3 -0 2 -2 - ,. 0.321
1 3 -0 2 -2 2 -6 0.802 0.321 0.0308 0.047
0.909 ABOVE 0.321 0.0442 0.065 < 18" 4' 5" fi" 6"
18" 24" 5' S" 8" 8"
2- -
24 3.4 1.070 MIN H1 0.321 0.0784
' SEE NOTE #t O � - . e a .
30 3 -4 3 -2 VARI 1 -10 4 -4 4 1 -6 3 4 -1 3 4 -1 45 0.147 0.374 0.521 1.205 0.378 0.108 0.1224 0
3
6 3 _10 - - 4'-4 4 2'_ 04 4 -1 4 -1 49 0.187 0.415 0.602 1.586 0.403 0.108 0.1760 > 24" 6' 6" 8" 8"
42 4 -5 - - 3 -6 4 1 -9 3 3 -3 3 3 -3 38 0.135 1.811 0.321 0.391 0.117 0.2400 • SEE Tw
AS REQ'D 7, 7rr $" 8„
48 5 -0 4 -10 2 -8 3 -6 '- '° 3 -3 3 3 -3 40 0.173 2.147 H2 O.420 0.117 0.3131 0.422
54 3 -0 2 -2 5'-7" 5 -4 3 -3 3'-6" 4 3'-0" 6 3'-3" 3 3'-3" 48 0.21.1 2.511 0.449 0.117 0.3958 0.535 NOTE s"
11 gyp m AS REQ'D 8' 8" 8" 10"
m
SEE NOTE #6 zo m
CURB INLET . 4 •.
g STD. MANHOLE RING AND COVER
'' � � � NON -SHRINK GROUT
NOT TO SCALE
w 2" MAX ADJ. BRICK OR
a �'- O ? PRECAST LEVELING RINGS
SEE NOTE #8 =
I.L,. ~t '
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W_ N
SEE NOTE #3
0- -MANHOLE STEPS
AS SPECIFIED
D+S" MIN
D+36" MAX
z NON -SHRINK 16"
GROUT O.C. '
NOTES: a (TYPICAL)
CLass f � � p�� Y �iY N 1. YARD INLET DESIGN SPECIFICATIONS CONFORM TO LATEST ASTM C913 SPECIFICATIONS FOR "PRECAST w
I OR I � ; I OR II � /� � CONCRETE WATER AND WASTEWATER STRUCTURES", NCDOT. in
MATERIAL �%� BACCFILL
/ 2. CONCRETE COMPRESSIVE STRENGTH 4,000 PSI MINIMUM. C MH B PIPE - A
w - 3. STEEL REINFORCING DESIGN TO CONFORM TO THE REQUIREMENTS OF ASTM C890 SPECIFICATIONS FOR SLOPE: 1 "/FOOT
. D/2 STRUCTURAL DESIGN LOADING FOR WATER AND WASTEWATER STRUCTURES AND SHALL UTILIZE GRADE
r .try D/4 �.
°60 RE -BARS CONFORMING TO THE REQUIREMENTS OF ASTM A615 OR WWF CONFORMING TO THE w '=
CONCRETE : 5._ :. - . u : , CLAM I _
.,, "Y>,fs. ate_ ,f.ad t.•2 4" MIN. BEDDING ->k 4" MIN. REQUIREMENTS OF ASTM A185 OR BOTH. "
\ 4` , .\°� : ., - , V,`•.. f . 6 MIN.
� •� � � � �`�����������;�{!tip �`c�\ ti���!:��;�\��;�� ��`��, ��
a � �'- MONOLITHIC CONCRETE BASE.
4. ADDITIONAL REINFORCING AT OPENINGS.
» CLASS »B"
5. DESIGNED FOR H-20-44 LOADING.
CLASS A -
'` �3" MIN.'S----�_:. D
6. STEPS REQUIRED ON YARD INLETS OVER 3'-6" IN DEPTH. STEPS SHALL BE STEEL REINFORCED CLASS 1 6" MIN.
COPOLYMER POLYPROPYLENE PLASTIC AND MEET THE REQUIREMENTS OF ASTM C478. BEDDING
7. TOTAL HEIGHT PER JOB SPECIFICATIONS.
�% N CL&M %� N 8. PIPE PENETRATION TO BE AS PER JOB REQUIREMENTS. PIPE TO BE INSTALLED BY
�5'' < LNORIII %r`;
I, n OR In �• ,y f CONTRACTOR AS PER NCDOT REQUIREMENTS FOR MORTAR JOINT CONNECTIONS. NOTES;
BACKFlLL * . BACCF'IU.. Y - O' \ C
1. 5000 PSI MIN. STRENGTH CONCRETE.
9. CAST -IN RING AND COVER PER JOB SPECIFICATIONS.. 2. MANHOLE SHALL BE MANUFACTURED IN
ACCORDANCE WITH ASTM C-478.
10. JOINTS TO BE SEALED WITH MORTAR AS PER NCDOT REQUIREMENTS.
3. MANHOLES SHALL BE VACUUM' TESTED IMMEDIATELY
" 11. 6 TO S WEIR TYPICAL ON 1 TO 4 SIDES AS PER JOB REQUIREMENTS.
AFTER ASSEMBLY AND PRIOR TO BACKFILLING.
'Sn 4 MIN.I OR ,"
BEDDING
4. SEWER GUARDS REQ'D IN ALL MANHOLES, UON.
3' - 0" X 3' - 0" STAINLESS STEEL SEWER GUARDS REQUIRED IN
MANHOLES LOCATED IN TRAFFIC AREAS.
CLASS "C" CLASS "D" PRECAST STANDARD
YARD INLET PRECAST CONCRETE MANHOLE
NOT TO SCALE NOT TO SCALE
BEDDING DETAILS
NOT TO SCALE
INAL DESIGN -NOT RELEASED FOR CONSTRUCTION
qqq�� C
PROJECT MANAGER DRAWING SCALE RELEASED FOR DATE ``� •""" ° '�
909 MARKET STREET .
PRB 1 "= 40' WILMIN GTON, NC 28401 APPROVALS .•' BILL CLARK SEASPRAY COVE A T CAROLINA PLAICEC&IDRAWN BY PROJECT DATEvw
[phone] {
VAR JULY 2005 BIDDING C S HOMESPHASE APPROVED BY PROJECT NUMBER 02 , I
D I C ON Office Locations:
50214.00.WL CONSTRUCTION tt i 430 EASTWOOD ROAD
DESCRIPTION DATE nLE NAME PLOT DATE community infrastructure consultants North Carolina Georgia 1 T TAILS
'- �' 'GINS WILMINGTON NORTH CAROLINA 28403
REV. N0. South Carolina Florida {t>
REVISIONS C5-DETAILS... 12/9/2005 RECORD DWG. fs,�fj��,a,,,,,.• ���'q�a`

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FILTER FABRIC - J \-- N.C.D.O.T. CLASS B
SECTION 1R8""THICK, RMINIMUM TYP CAL
RIP -RAP SCHEDULE
UPSTREAM
DOWNSTREAM
PIPE DIA. (IN.)
LENGTH (FT.)
WIDTH (FT.)
WIDTH (FT.)
1
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RIP —RAP APRON
NOT TO SCALE
PROPOSED 24" RCP
TO INFILTRATION BASIN
2,-0„
1'-0" 1'-0"
vp
9.
MODIFIED VALLEY CURB
NOT TO SCALE
GRADUATED BENCHMARK POST -
DRIVE POST 12" DEEP AND MARK IN
TENTHS OF A FOOT STARTING WTH TOP OF BASIN
DESIGN ELEVATION AT BOTTOM OF BASIN
i Y ty { } t t t S i
.� i t t � 3
DESIGN STORAGE ELEVATION
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SEASONAL HIGH WATER
TABLE ELEVATION-2,0 FEET
BELOW BOTTOM OF BASIN �7
MAINTENANCE NOTE:
WHEN SEDIMENT ACCUMULATES TO A DEPTH (AS SHOWN BY THE BENCHMARK)
THAT REDUCES BASIN VOLUME TO 75% OF ITS DESIGN VOLUME, THE SEDIMENT
MUST BE REMOVED TO RESTORE THE INFILTRATION BASIN TO ITS ORIGINAL
DESIGN STORAGE DEPTH.
INFILTRATION BASIN DETAIL
NOT TO SCALE
s �
DESCRIPTION ,
REVISIONS
z
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PROPOSED
MANHOLE
INV. EL.
22.56
SECTION A— A
STANDARD
MANHOLE FRAME
'0. f%AXIC'D
INV. EL. 22.56
CONTRACTOR TO INSTALL
CONCRETE BLOCK WEIR
"VALL V ELEVATIONS SHOWN.
n CONTRACTOR TO INSTALL
PROPOSED 18" RCP z CONCRETE BLOCK WEIR
BY-PASS -� WALL TO ELEVATIONS SHOWN.
PLAN
STORM DRAIN MH-1 A DETAIL
NOT TO SCALE
1-1 /2" ITEM 404 ASPHALTIC
,ONCRETE SURFACE COURSE
-1/2" ITEM 402 BITUMINOUS
'GREGATE BASE
" ITEM 304 AGGREGATE BASE
DURSE 100% ASTM D698
COMPACTED SUBGRADE
100% ASTM D698 TO
12" DEPTH
TYPICAL PAVEMENT SECTION
NOT TO SCALE
VARIES AS DIRECTED BY ENGINEER (6' MAX.)
TOP STRAND MIN. #10 GUAGE
—I STAY WIRES MIN. #12-1/2 GUAGE n
BOTTOM STRAND MIN. #10 GUAGE
STEEL OR WOOD POST
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
c
WIDTH AND SHALL HAVE A MINIMUM OF 6
1
LINE WIRES W 12" STAY SPACING
/
GROUND LINE
-\
2. FILTER FABRIC SHALL BE 'A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
ADEQUATELY TO THE WIRE AS DIRECTED
BY THE ENGINEER
3. STEEL POST SHALL BE 5' 0" IN HEIGHT
AND BE OF SELF FASTENER ANGLE
F-
STEEL TYPE
a
0 �
a o , � _04
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
0.1 W
IN HEIGHT AND 3" OR MORE IN DIAMETER
o '�
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2- LONG
FILTER FABRIC
FILL SLOPE
N
6"
MIN.
ANCHOR FILTER
FABRIC SKIRT
AS DIRECTED BY
THE ENGINEER
GUIDELINES FOR TEMPORARY SILT- FENCE DETAIL
NOT TO SCALE
PROJECT MANAGER
PRB
DRAWING SCALE
1 "=40'
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
D'C So �� Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAWN BY
VAR
PROJECT DATEvw
JULY 2005
BIDDING
APPROVED BY
PROJECT NUMBER
50214.00.WL
CONSTRUCTION
FILE NAME
C5-DETAILS...
PLOT DATE
12/11/2005
RECORD DWG.
50 FT R/W
12' 2' 22' 212'
SLOPES= 3:1 1/2" PER FT 1 /4" PER FT 1 /4" PER FT 1/2" PER FT SLOPES= 3:1
MODIFIED VALLEY CURB
6" ABC & 1-1 /2" 1-2
TYPICAL ROAD CROSS SECTION
NOT TO SCALE
50 FT R/W
12' .2'. 27' 27' , 2' .12'
SLOPES I I I I ) ( SLOPES
= 3:1 7 --� = 3:1
MODIFIED
VALLEY CURB—
GNRRA ES VARY. SEE 6" ABC & 1-1/2- 1-2 (�-)
GRADING PLAN FOR /
EXACT ELEVATIONS
(TYPa)
TYPICAL CUL—DE—SAC CROSS SECTION
NOT TO SCALE
\\� A L= THE DISTANCE SUCH THAT POINTS B
A AND B ARE OF EQUAL ELEVATION
1. PLACE STONE TO THE LINES AND DIMENSIONS SHOWN IN THE PLAN ON A FILTER FABRIC
FOUNDATION.
2. KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW NATURAL GROUND LEVEL
WHERE THE DAM ABUTS THE CHANNEL BANKS.
3. EXTEND STONE AT LEAST 1.5 FT. BEYOND THE DITCH BANKS TO KEEP
OVERFLOW FROM UNDERCUTTING THE DAM AS IT RE-ENTERS THE CHANNEL.
4. ENSURE THAT CHANNEL APPURTENANCES, SUCH AS CULVERT ENTRANCES BELOW CHECK
DAMS, ARE NOT SUBJECT TO DAMAGE OR BLOCKAGE FROM DISPLACED STONES.
5. INSPECT CHECK DAMS AND CHANNELS FOR DAMAGE AFTER EACH RUNOFF EVENT.
STONE CHECK DAM DETAIL
NOT TO SCALE
C A
M
i`
SEAL
28 2
IN
' �1fa�ber.st��.�• �
PLAN VIEW
50' MlN.
6" DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
TEMPORARY
CONSTRUCTION ENTRANCE
NOT TO SCALE
WIDTH VARIES
SEE PLAN
SEED & MULCH AFTER
DIGGING DITCH - SEE
NOTE BELOW
VARIES
SEE PLAN
f $1' • 1
NOTES:
1. SIDESLOPE VARIES, SEE PLAN FOR PROPOSED CONTOURS
2. DITCH TO BE FULLY LINED WITH EROSION CONTROL BLANKETS PRIOR
TO SEEDING & MULCHING FROM TOP OF BANK TO TOP OF BANK.
TYPICAL SWALE
NOT TO SCALE
HOMESBILL CLARK
430 EASTWOOD ROAD
WILMINGTON, NORTH CAROLINA 28403
PRO
DITCH NOTES
O�
Y y 1., THE TRAP SHALL BE CLEANED
Y y Y OUT WHENEVER THE SEDIMENT
Y REACHES 1/2 THE TOTAL
Y Y DEPTH OF THE TRAP.
2.' SEE PLAN SHEETS FOR
Y \y Y y 'IVSEDIMENT TRAP LOCATIONS.
P
ISOMETRIC VIEW
CARRY CLASS B STONE 1' 2'' N.C.D.O.T. CLASS B
UP SIDES OF SPILLWAY IN MIN. EROSION CONTROL
STONE
N.C.D.O.T. NO. 57 H
WASHED STONE ON 2
UPSTREAM FACE �1
FL--- w
VARIS
TH
FILTER FABRIC M:N. D PTHEOFWDITCH-
SECTION B-B
FILTER FABRIC
1 3' MIN. I
SECTION A -A
TEMPORARY SEDIMENT TRAP
NOT TO SCALE
NOTE:
TREES TO BE SAVED WILL BE CLEARLY MARKED PRIOR TO CONSTRUCTION AND A
PROTECTIVE BARRIER IS TO BE INSTALLED AT THE DRIPLINE.
DRIP LINE - THE AREA OF SOIL DIRECTLY BENEATH THE TREE EXTENDING OUT TO
THE TIPS OF THE OUTERMOST BRANCHES.
METHOD OF TREE PROTECTION
DURING CONSTRUCTION
NOT TO SCALE
1 STAKE AT GROUND -
EACH CORNER
A q
C
OPEING \,1
:
SILT FENCE SECTION A - A
NOTE:
FOR CURB INLETS AND DROP INLETS
DROP INLET PROTECTION
NOT TO SCALE
j P RA COVE
AT
CAROLINA
PLACE
PHASE 11 i III
SITE DETAILS
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A STORM DRAIN A
P I P ca. o
.0 L A S S
R I P R A P
W
FLARED ED.�a
SECTION
PLAN VIEW
FINISH GRADE TOP OF BANK
D„
L PIPEFLOC LINE-�"
c� v Q o o aacs
CLASS
RIP RAP �----F I L. T E R FABRIC
SECTION A -A
TER FABR I> TO BE TREY IRA
SPUNBOUND TY'E 111120
RIP RAP APROS SHALL BE PROVIDED
ON DOWNSTREA41 ENDS OF CULVERT
FLARED END SvCTIONS
DEWEY BROS.
CH--BN-3A
FRAME & GRATE
SEDIMENT TRAP SCHEDULE
TST LENGTH WIDTH . DEPTH SRAI'E-
110'
30'
31
TRI AiGUL A
2
100'
20'
2'
TRIANGULAR
30'
157
27
RLCI JAR
4 I
20'
07
RECTANGULAR !
60'
20'
2'
TRIANGULAR
60'
30'
3
TRIANGULAR
7
1-00'
30'
3'
TRIANGULAR
8
115
20'
2`
T`RI { AR
9 .
1 m,
30'
3'
TRI AfGIB. AR
10
T5'
9
30'
3'
TRIANGULAR
_�
11
125'
30'
3'
TRIANGULAR
2
60
20'
2'
TR I ANGULAR
13 V
100'
30'
3'
TRIANGULAR
14_.
85'
30'
31
TRIA�ULAR
_
15
105'
30'
3
MIA GULAR
16
60'
30'
3'
TRIANGULAR
17
105'
20'
2'
TRIANGULAR
18
60'
20'
2'
TRIANGULAR
19
75'
20'
2 `
TR I ANGUt AR
20
80'
30'
3'
TRIANG AR
21
90'
30'
3#
TRIANGULAR
22
115
20'
2
TRIANGULAR
�
CABC Oil
6" SUMP FOR
SEDIMENTATION
SILT FENCE
4 4 4
4' 10" SQUARE
NOTE: INTERIOR DIM. = 36" X 36"
TYPICAL DROP INLET
SECTION
LEVEE SPREADER
BYPASS PIPE
yl! 1 i 1
,; y�
FFM COLLECTION SYSTEM
���St:A,F
COVE
_ __
PRESERVE NATURAL
VEGETATION IN FILTER
a CAROUN PLACE
FINISH GRADE
IlItEllf+
CONCRETE BYPASS PIPE
FLOWLINE
IIT It
* '' CA ` ����
-PHASE
SMITHVILLE TOWNSHIP BR iNSWICK COUNTY NORTH CAROL NA
o flQ
BYPASS STRUCTURE 8a,•
CLASS A
i _ I ---
� $
OWNER.
BILL CLARK HOMES OF WILMINGTON, LTC
DESIGNED* BPS
RIP RAPSSEAL
ADDRESS:
430 EASTWOOD ROAD
5o F T . MIN.
FILTER FABRIC
�.
WILMINGTON, N-C 28403
DRAWN: CPS
VEGETATED FILTER
,,Z.
PHONE:
(910 N 350--1744
VEGETATED
FILTER STRIP DETAILAA
® � �
APPROVED* jHF
� � i
1
DATF-!_ 1 /��2 104