SW8040214_Approved Plans_20040301

3
NOTICE REOUIRED
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
CONTACT THESE UTILITIES
CITY OF WILMINGTON (WATER/SEWER) NEW HANOVER COUNTY (INSPECTIONS)
ATTN: BILL JUSTICE ATTN: KEN FOWLER
PH: 910-341-7884 PH: 910-798-7206
CAROLINA POWER AND LIGHT BELLSOUTH
PH: 800-632-4949 PH: 910-392-8712
N.C. NATURAL GAS CO. TIME WARNER CABLE
PH: 910-763-1636 PH: 910-763-4638
EMERGENCY DIAL 911
POLICE - FIRE - RESCUE
6ia
C•�'aYv�.?s
C � �T� \I \I •
MARCH 2O04
FUR
GI BAN CONSTRUCTION COMPANY
2530 MERIDIAN PARKWAY, SUITE 200
DURHAM, NORTH CAROLINA 27713
PHONE: [phone]
LOCATION MAP
N. T. S.
SHEET INDEX
CO.0 COVER SHEET
SV1.1 EXISTING CONDITIONS
C1.1
NOTES AND LEGEND
C1.2
OVERALL SITE PLAN
LAYOUT AND PAVING PLAN
C3.1
C3.2
LAYOUT AND PAVING PLAN
C4.1
GRADING, DRAINAGE, EROSION CONTROL
C4.2
GRADING, DRAINAGE, EROSION CONTROL
C4.3
DRAINAGE AREA PLAN
C4.4
DRAINAGE AREA PLAN
C9.1 MISCELLANEOUS DETAILS
C9.2
MISCELLANEOUS
DETAILS
C9.3
MISCELLANEOUS
DETAILS
C9.4
MISCELLANEOUS
DETAILS
C9.5
MISCELLANEOUS
DETAILS
pate _
s`°APPROVD
V)E1j!{ r'7!_I:,A ENVII;JNMENTAL..
OF WATER' QUALITY
v P� /vXD
, aater Permit No.— ,T
1w,4wMWK
WDICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations:
North Carolina Georgia
South Carolina Florida
GENERAL NOTES
ISSUE FOR DWQ STORMWATER APPLICATION 02-27-2004
STAMP
CLIENT
SEAL
97
v7 0 q o
JORDAN 2
@ SHIPYARD COMMONS
SHEEP =E
WILMINGTON, NC
COVER SHEET
PROJECT NUMBER SCALE
30559.00.WL 1 " = 30'
SHEErNUMBER
FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION
Q SPACE2004

I
LOT 2
DMMC
279
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GRAPHIC SCALE
0
SCALE: 1 "=40'
1w'jMWK
KSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
(910) 762- 4200
Office Locations:
North Carolina Georgia
South Carolina Florida
GENERAL NOTES
1. THE SURVEYOR HAS MADE ALL POSSIBLE ATTEMPTS TO
LOCATE EXISTING VISIBLE UTILITIES. ADDITIONAL UNDER
GROUND UTILITIES MAY EXIST. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO FIELD -VERIFY THE LOCATIONS OF ALL
UTILITIES PRIOR TO CONSTRUCTION AND TO NOTE ANY
CONFLICTS. ANY DAMAGE TO UTILITIES INCURRED DURING
CONSTRUCTION IS THE RESPONSIBILITY OF THE CONTRACTOR
AND IS TO BE REPAIRED AT THE CONTRACTOR'S EXPENSE.
NO -CUTS' TELEPHONE NUMBER IS 1-800-632-4949.
2. THIS SITE IS IN FLOOD ZONE C ACCORDING TO FEMA FIRM
COMMUNITY -PANEL NUMBERS 370171 0005 C, MAP REVISED
NOVEMBER 4, 1987 AND 370171 0010 B, MAP REVISED
APRIL 2, 1986.
3. VERTICAL DATUM IS BASED ON DATUM FROM PLANS FOR
SHIPYARD COMMONS BUSINESS PARK BY HANOVER
DESIGN SERVICES, P.A. DATED 10/04/00.
4. HORIZONTAL DATUM IS BASED ON NC GRID NAD83 AS
SHOWN ON MAP BOOK 37, PAGE 128.
ISSUE FOR PLANNING 01-23-04
STAMP `'.s{�=i • t^i 311II ��I
' Q1q,
CLIENT
L.reL-
L-3901
SU
Efl`�
4iEm:E�,�,
JORDAN 2
0 SHIPYARD COMMONS
WILMINGTON, NC
SHEET TITLE
TOPOGRAPHIC
SURVEY
PROJECT NUMBER SCALE
30559.00.WL 1"=40'
SHEET NUMBER
15V
101
Q SPACE 2004

CURRENT ZONING: RB (REGIONAL BUSINESS DISTRICT
3571 INDEPENDANCE BOULEVARD, REVISED LOT 3
NEW HANOVER COUNTY P.I.N. # 3136-13-14-2734
MAXIMUM BUILDING HEIGHT: 49 FT.
MINIMUM INTERIOR LANDSCAPE ISLAND: 144 SQ. FT.
MINIMUM LANDSCAPE AREA: 8% OF GROSS PARKING LOT AREA
SITE INFORMATION REQUIRED PROVIDED
MINIMUM LOT SIZE NONE 770,897.00 SF
17.697 AC
BUILDING SETBACK STANDARDS
MINIMUM FRONT YARD: 50 FT. 50 FT.
MINIMUM SIDE YARD: 50 FT. 50 FT.
MINIMUM REAR YARD: 44 FT. 44 FT.
1w'.aMWK
WDICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations;
North Carolina Georgia
South Carolina Florida
GENERAL NOTES
►,
120
B LLWJTA InECOMMUWAMOM NC
O.a IW4, Po. 1422
ISSUE FOR DWO STORMWATER APPLICATION 02-27-2004
STAMP .......
CLIENT
SEAL.
1 742
19
JORDAN 2
SHIPYARD COMMONS
WILMINGTON, NC
SHEET TITLE
PROJECT NUMBER
30559.00.WL
OVERALL
SITE PLAN
SCALE
1° - 60'
SHEET NUMBER
FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION
C1.2
- _ SPACE 2064

COORDINATION NOTES
1. THE CONTRACTOR IS REQUIRED TO OBTAIN ANY/ALL PERMITS
SITE NOTES
LEGEND
REQUIRED FOR CONSTRUCTION OF THESE PLANS.
EROSION AND SEDIMENT
CONTROL NOTES
1. THE INFORMATION SHOWN HEREIN WAS TAKEN FROM A TOPOGRAPHIC SURVEY
Ee
PROPERTY LINE/LOT LINE
2. ALL WORK IS TO BE IN ACCORDANCE WITH THE CITY OF WILMINGTON,
EROSION CONTROL
AND
SEQUENCE
PERFORMED BY WK DICKSON & CO., INC. DATED JANUARY 23, 2004.
Q
IRON FOUND
NEW HANOVER COUNTY AND THE STATE OF NORTH CAROLINA.
OF CONSTRUCTION
NOTES:
2. THE LOCATIONS OF ALL UTILITIES SHOWN ON THESE PLANS ARE BASED ON THE
D
MONUMENT FOUND
3. THE CONTRACTOR IS TO ESTABLISH AND CHECK ALL HORIZONTAL AND
AVAILABLE INFORMATION. THE CONTRACTOR SHALL VERIFY THE EXACT LOCATION OF
OEC
ELECTRICAL SERVICE STUBUP
VERTICAL CONTROLS TO BE USED WITH THE PROJECT IN ADDITION THE
1. CONSTRUCT TEMPORARY
GRAVEL
CONSTRUCTION ENTRANCES AND INSTALL ALL TEMPORARY
Tp
ELECTRICAL TRANSFORMER
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 WERE TAKEN FROM SURVEY COMPLETED BY WK DICKSON & CO., INC.
TITLED "TOPOGRAPHIC SURVEY", DATED JANUARY 23, 2004.
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 INTERPRETAIONS 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 MANULAL 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 [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. THE CONTRACTOR SHALL PRODUCE A PHOTOGRAPHIC RECORD (DIGITAL) OF DEVELOPMENT COMMENCING
WITH A RECORD OF THE SITE AS IT APPEARS BEFORE DEMOLITION IS 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 OVER HEAD AND UNDERGROUND UTILITIES
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 !:V11TH LOCAL, STATE AND FEDERAL
REGULATIONS AS WELL AS OSHA REGULATIONS.
12. EXISTING WATER SERVICE AND FIRE HYDRANTS ARE TO REMAIN IN SERVICE.
13. 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.
SILT FENCES.
2. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING
ACTIVITY.
4• 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
5. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
6• WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF #4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTHER
UNSTABILIZED AREAS.
PERMANENT SEEDING SCHEDULE - MIXTURE 5CP
Seeding Mixture
SPECIES RATE (LB/ACRE)
CENTIPEDE GRASS 10-20
Seeding Dates
MARCH - JUNE
Soil Amendments
APPLY LIME AND FERTILIZER ACCORDING TO SOIL TES FS, OR APPLY 300 LB/ACRE
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
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.
Seeding dates
MOUNTAINS - ABOVE 2500 FT: FEB. 15-MAY 15
BELOW 2500 FT: FEB. 1-MAY 1
PIEDMONT - JAN. 1-MAY 1
COASTAL PLAIN - DEC.1-APR. 15
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. RF_SEED, REFERTILIZE AND MULCH
IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE_
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.
UTILITIES WITH THE UTILITY OWNERS PRIOR TO COMMENCEMENT OF CONSTRUCTION.
3. ALL HANDICAP SITE FEATURES SHALL BE CONSTRUCTED TO MEET ALL FEDERAL, STATE
AND LOCAL CODES.
4. 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.
5. THE GENERAL CONTRACTOR SHALL CONTACT ALL OWNERS OF EASEMENTS, UTILITIES
AND R.O.W.'S PUBLIC OR PRIVATE, PRIOR TO WORKING IN THESE AREAS.
6. CONTRACTOR SHALL MAINTAIN THE SITE IN A MANNER SO THAT WORKMEN AND PUBLIC
SHALL BE PROTECTED FROM INJURY, AND ADJOINING PROPERTY PROTECTED FROM DAMAGE.
7. ACCESS TO UTILITIES, FIRE HYDRANTS, STREET LIGHTING, ETC., SHALL REMAIN
UNDISTURBED, UNLESS COORDINATED WITH THE RESPECTIVE UTILITY.
8. DO NOT SCALE THIS DRAWING AS IT IS A REPRODUCTION AND SUBJECT TO DISTORTION.
9. THE GENERAL CONTRACTOR SHALL REMOVE ALL DEBRIS FROM THE SITE UPON COMPLETION
OF THE PROJECT AND AT LEAST ONCE A WEEK DURING CONSTRUCTION.
10. THE GENERAL CONTRACTOR SHALL KEEP THE AREA OUTSIDE THE "CONSTRUCTION LIMITS"
BROOM CLEAN AT ALL TIMES.
11. THE SIGN CONTRACTOR WILL ERECT AND ILLUMINATE SITE IDENTIFICATION SIGNAGE PER
OWNER'S SPECIFICATIONS. SEE ARCHITECTURAL PLANS.
12. ALL UTILITIES TO SERVICE BUILDING SHALL BE UNDERGROUND ON SITE.
13. 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.
14. ALL LOT STRIPING AND DIRECTIONAL ARROWS TO FOLLOW NCDOT SPECIFIATION SECTION 1087
FOR PAINT COMPOSITION PAVEMENT MARKINGS. SITE CONTRACTOR TO APPLY TWO COATS.
15. 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.
16. 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.
17. 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.
18. ALL PERMITS RELATIVE TO PROJECT MUST BE OBTAINED, PRIOR TO CONSTRUCTION
19. ALL CONSTRUCTION TO BE IN ACCORDANCE WITH PERMITS ISSUED AND
APPLICABLE STATE, COUNTY, AND LOCAL CODES.
20. FOR BUILDING DIMENSIONS, SEE ARCHITECTURAL DRAWINGS.
21. ALL DIMENSIONS AND RADII ARE TO OUTSIDE FACE OF BUILDING OR TO FACE
OF CURB UNLESS OTHERWISE NOTED.
22. THE CONTRACTOR SHALL OBTAIN AND PAY FOR ALL INSPECTIONS, CERTIFICATIONS,
EQUIPMENT, ETC., THAT MAY BE REQUIRED.
23. 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 UTILITY NOTES
1. ALL EXISTING UTILITIES SHOWN ON THIS PLAN HAVE BEEN TAKEN
FROM AVAILABLE RECORDS. THE CONTRACTOR IS REQUIRED TO DIG
TESTS PITS IN ADVANCE OF TRENCHING IN ORDER TO DETERMINE
THE EXACT LOCATION AND ELEVATION AT CROSSINGS. IF A
CONFLICT IS DISCOVERED, NOTIFY W.K. DICKSON & CO., INC.
(910-762-4200) PRIOR TO BEGINNING INSTALLATION
OF UTILITIES, CONTRACTOR SHALL VERIFY INVERTS AT ALL
CONNECTIONS WITH EXISTING UTILITIES PRIOR TO PURCHASING
OR ORDERING ANY PRECAST STRUCTURES.
2. NO UNDERGROUND ELECTRIC, TELEPHONE, TELEVISION CABLES,
GAS OR OTHER UNDERGROUND UTILITIES SHALL BE INSTALLED
WITHIN THE TOWN OF PURCELLVILLE'S UTILITY EASEMENT
PARALLEL TO THE PROPOSED WATER MAIN. PLAN AND PROFILES
OF ALL UTILITY CROSSINGS OF WATER MAINS WITHIN EASEMENTS
SHALL BE SUBMITTED TO THE TOWN OF PURCELLVILLE PUBLIC
WORKS DEPARTMENT FOR APPROVAL PRIOR TO CONSTRUCTION.
3. ALL UTILITIES TO BE PLACED UNDER EXISTING COUNTY STREETS
MUST BE BORED OR JACKED UNLESS SPECIFICALLY APPROVED
OTHERWISE.
4. ALL STORM SEWERS SHALL BE CONSTRUCTED 1N ACCORDANCE WITH
CITY OF WILMINGTON & NCDOT SPECIFICATIONS AS SPECIFIED ON
THE DRAWINGS AND IN THE PROJECT SPECIFICATIONS.
5. BEDDING FOR ALL STORM SEWER PIPE SHALL BE AS SPECIFIED IN
THE REFERENCED SPECIFICATIONS UNLESS OTHERWISE SHOWN ON
THE DRAWINGS.
6. 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.
UTILITY NOTES
1. THE GENERAL CONTRACTOR SHALL CONFIRM ALL NEW UTILITY TAP LOCATIONS
WITH THE UTILITY OWNERS.
2. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO VERIFY THE ACTUAL
LOCATION AND AVAILIBLITY OF ALL EXISTING AND PROPOSED UTILITIES IN THE
FIELD PRIOR TO GROUND BREAKING.
3. UNDERGROUND CONDUITS SHALL BE PLACED IN GRASS OR LANDSCAPE AREAS
WHENEVER POSSIBLE. THE LOCATION OF THE CONDUIT SHALL BE DETERMINED
BY THE CONTRACTOR IN THE FIELD. PVC SCH. 40 SLEEVES SHALL BE INSTALLED
FOR ALL CONDUIT CROSSINGS UNDER PAVED AREAS.
4. MINIMUM SLOPE FOR SANITARY SEWER:
2.0% FOR 4" LINES AND 1.0 % FOR 6" LINES WITH
CLEANOUTS AT 75' INTERVALS MAXIMUM.
5. ALL WATER LINES SHALL HAVE FINAL COVER DEPTH OF 3'-0" IN NON -TRAFFIC
AREAS AND 4'-0" MINIMUM IN TRAFFIC AREAS UNLESS SPECIFICALLY NOTED
OTHERWISE ON THE PLANS.
6. ALL SEWER LINES SHALL HAVE A FINAL COVER DEPTH OF 3'-0".
7. 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.
8. SANITARY SEWER SERVICE SHALL BE 6" PVC SCH 40 TO BUILDING. WATER
SERVICE SHALL BE PVC SCH 40 TO THE BUILDING FROM THE METER.
I
-f-; FIRE HYDRANT
>< VALVE
=� WATER METERS
--'5� WATER LINE
SANITARY SEWER LINE
a. SANITARY SEWER MAN HOLE
.o. SANITARY SEWER CLEANOUT
STORM SEWER MANHOLE
- PROPOSED SWALE
CONTOUR LINE
EXISTING CULVERT k PROPOSED HEAVY DUTY PAVEMENT
PROPOSED BRICK PAVERS
.�
N
LOD
a4
PROPOSED LANDSCAPE OR SOD AREA
PROPOSED GATE VALVE
PROPOSED INLET PROTECTION
PROPOSED SILT FENCE
PROPOSED LIMITS OF DISTURBANCE
PROPOSED SPOT ELEVATION (FACE OF CURB AT GUTTER)
PROPOSED CONCRETE FLUME
EXISTING TREE TO BE REMOVED
EXISTING STORMWATER APPURTENANCE
TO BE REMOVED OR CONVERTED
AS NOTED
EXISTING FIRE HYDRANT OR WATER/SEWER
SERVICE TO BE RELOCATED OR
REMOVED AS NOTED
LIMITS OF DEMOLITION
0
w,.kaMWK
WDICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations:
North Carolina Georgia
South Carolina Florida
GENERAL NOTES
ISSUE FOR DWQ STORMWATER APPLICATION 02-27-2004
STAMP
SEAL
1974
CLIENT
JORDAN 2
@ SHIPYARD COMMONS
SHEFFITTLE
WILMINGTON, NC
GENERAL NOTES
& LEGEND
PROJECT NUMBER SCALE
30559.00.WL AS SHOWN
SHEET NUMBER
I
FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION
Q SPACE2004

CURRENT ZONING; RB (REGIONAL BUSINESS DISTRICT
3571 INDEPENDANCE BOULEVARD, REVISED LOT 3
NEW HANOVER COUNTY P.I.N. # 3136-13-14-2734
MAXIMUM BUILDING HEIGHT: 49 FT.
MINIMUM INTERIOR LANDSCAPE ISLAND: 144 SO. FT.
MINIMUM LANDSCAPE AREA: 8% OF GROSS PARKING LOT AREA
SITE INFORMATION
O'kamWK I& a
INN& 0
WDICKSOrM
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations;
North Carolina Georgia
South Carolina Florida
GENERAL NOTES
ISSUE FOR DWQ STORMWATER APPLICATION 02-27-2004
STAMP
CLIENT
SEAL
1974
1)11Iiik 1%1%�'``
JORDAN 2
@ SHIPYARD COMMONS
SHEET TITLE
WILMINGTON, NC
SITE PLAN
PROJECT NUMBER
SCALE
30559.00.WL
1 " = 30,
SHEET NUMBER
FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION
C301
© SPACE 2004

CURRENT ZONING: RB (REGIONAL BUSINESS DISTRICT
3571 INDEPENDANCE BOULEVARD, REVISED LOT 3
NEW HANOVER COUNTY P.I.N. # 3136-13-14-2734
MAXIMUM BUILDING HEIGHT: 49 FT.
MINIMUM INTERIOR LANDSCAPE ISLAND: 144 SQ. FT.
MINIMUM LANDSCAPE AREA: 8% OF GROSS PARKING LOT AREA
SITE INFORMATION REQUIRED PROVIDED
MINIMUM LOT SIZE NONE 770,897.00 SF
17.697 AC
BUILDING SETBACK STANDARDS
MINIMUM FRONT YARD: 50 FT. 50 FT.
MINIMUM SIDE YARD: 50 FT. 50 FT.
MINIMUM REAR YARD: 44 FT. 44 FT.
BUFFERYARD SETBACK STANDARDS
MINIMUM FRONT YARD: 25 FT. 25 FT.
MINIMUM SIDE YARD: 25 FT. 25 FT.
MINIMUM REAR YARD: 22 FT. 22 FT.
OFFICE SITE
REQUIRED PARKING:
TOTAL BUILDING
AREA
160,500 SQ FT
BUILDING HEIGHT
49 FT.
PARKING RATIO
4/1,000 SQ FT
PARKING GROUP
F; 1
SPACE / 250 SQ. FT. MAXIMUM
TOTAL PARKING
642 SPACES
TOTAL PARKING
(25%
BEST MANAGEMENT PRACTICES)
161 SPACES
TOTAL PARKING
(25%
BEST MANAGEMENT PRACTICES)
201 SPACES
TOTAL PARKING
1004 SPACES
PARKING RATIO:
HANDICAPED SPACES:
1083 SPACES PROVIDED
6.8/1,000 SQ FT
21 PROVIDED, 20 REQUIRED
FIRE LANE DESIGNATION
A. ALL CURBS OR PAVED SPACES DESIGNATED AS FIRE LANES
SHALL BE INDICATED BY YELLOW PAINT AS APPROVED BY
THE OFFICE OF THE FIRE MARSHAL
SIGN TYPE "A" QA
NO STANDARD WORDING WITH AN ARROW AT BOTTOM
PARKING POINTING TO THE RIGHT. ONE SIGN MOUNTED
OR PARALLEL TO THE LINE OF CURBING OR
STANDING FIRE LANE PAVEMENT EDGE AT END OF PAINTED AREA.
SIGN TYPE "B" A
No STANDARD WORDING WITH AN ARROW AT BOTTOM
PARKING OR POINTING TO THE LEFT. ONE SIGN MOUNTED
STANDING PARALLEL TO THE LINE OF CURBING OR
FIRE LANE PAVEMENT EDGE AT END OF PAINTED AREA.
GRAPHIC SCALE
30 0 15 30 60
1 Inch = 30 Feet
1w'aMWK
WDICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations:
North Carolina Georgia
South Carolina Florida
GENERAL NOTES
ISSUE FOR DWQ STORMWATER APPLICATION 02-27-2004
STAMP
104.10111isl rr,`'I',,
CLIENT
SEAL
1974
r�rnrnu►44''`
JORDAN 2
@ SHIPYARD COMMONS
SHEET TITLE
WILMINGTON, NC
SITE PLAN
PROJECT NUMBER
SCALE
30559.00.WL
1' = 30,
SHEET NUMBER
VISITOR PARKING:
STAFF PARKING:
83 SPACES
1000 SPACES
FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION
C3m2
© SPACE 2004

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,I,
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DRAINAGE PIPE DATA
LINE
NUMBER
FROM
STRUCT.
NO.
TO
STRUCT.
NO.
Pipe
Type/
Class
Pipe
Size
(in)
LENGTH
SLOPE
(X)
DOWNSTREAM
RIM
(ft)
UPSTREAM
RIM
(ft)
DOWNSTREAM
INVERT
(ft) -
UPSTREAM
INVERT
(ft)
P-26A
S-26
S-66
RCP Ill
24*
4 LF
0.50
45.30
44.50
39.30
39.32 .
P-268 I
S-26
S-27 .
RCP Ill
24"
50 LF
0.50
44.50
46.00
39.32
39.57
P-27
-
S-27
S-28
RCP Ill
24"
52 LF
0.50
46.00
45.90
39.57
39.83
P-28
S-28
S-29
RCP Ill
'24
130 LF
0.50
45.90
47.34
39.83
40.48
P-29
S-29
-
S-30
RCP Ill
18'
59 LF
0.51
47.34
46.50
40.48
40.78
P-30
S-30
S-31
RCP Ill
18*
90 LF
0.50
46.50
47.03
40.78
41.23
P-31
I S-31
S-32
RCP Ill
15" I
96 LF
0.50
47.03
47.02
41.23
41.71
P-32
S-32
S-33
RCP Ill
15"
46 LF
0.50
47.02
46.50
41.71
41.94
P-33
S-28
-
S-34
RCP Ill
15*
-
76 LF
0.75
45.90
45.50
39.83
40.40
P-34
S-31
S-36
RCP Ill
'
15
- 30 LF
0.50
47.03
46.50
41.23
41.38
P-35
S-34
S-35
RCP Ill
15"
71 LF
0.75
45.50
45.50
40.40
40.93 .
P-36
EXISTING
S-37
I RCP Ill
24"
27 LF
0.30
46.20
46.10
41.60
41.68
P-37
S-37
S-38
�CPIII
180
98 LF
0.75
46.10
46.45
41.80
42.54
P-38
S-38
S-39
RCP Ill
'18
56 LF
0.50
46.45
47.50
42.54
42.82 -
P-39
S-39
S-40
RCP Ill
le
-
60 LF
0.50
47.50
46.90
42.82
43.13
P-40
S-40
S-41
RCP Ill
18"
67 LF
0.51
46.90
47.50
43.13
43.47
P-41A
S-42
RCP Ill
15*
139 LF
0.50
46.10
47.50
41.68
42.38 -
P-41B
-S-37
S-37
S-42
HDPE
15"
216 LF
0,30
1 46.90
46.90
43.47
44.12
P-42
S-72
S-43
RCP Ill
24"
28 LF
0.50
46.30
47.50
41.00
41.14
P-43
S-43
S-44
RCP Ill
T4 '
70 LF
0.50
47.50
47.40
41.14
41.49
P-44
S-44
S-45
RCP Ill
'18
99 LF
0.51
47.40
46.50
41.49
41.99
P-45
S-45
S-46
RCP Ill
18*
I 89 LF
0.51
46.50
47.30
41.99
42.44 _
P-46
S-46
S-47
RCP Ill
15'
1 69 LF
0.51
47.30
46.50
42.44
42.79
P-47A
S-47
S-48
RCP Ill
15'
91 LF
0.51
I 46.50
46.50
42.79 -
43.25
P-478
S-48
S-69
RCP Ill '
15"
66 LF
0.50
46.50
46.55
43.25
44.58
P-48
S-43
S-49
RCP Ill
--- 15 W_
. -,
104 LF
1.00
47.50
46.50
41.14
42.18 -
P-49
S-44
S-50
RCP Ill
15"
54 LF
1.00
47.40
46.50
41.49
42.03
P-50
S-46-
S-51
RCP Ill
18*
108 LF
0.50
47.30
46.50
42.44
42.98
P-51A
S-51
S-52
RCP Ill
15*
84 LF
0.50
46.50
47.50
42.98
43.40
P-51B
S-52
S-53A
RCP Ill
15"
57 LF
0.51
47.50
47.00
43.40
43.69
P-51C
S- 53A
S-53B
HDPE
� -
10
-
274 LF
0.30
47.00
46.80
43.69
44.51 _
P-52
I S-65
S-54
RCP Ill
18"
48 LF
0.50
45.42
47.00
41.50
41.74
P-53
S-54
S-55
RCP Ill
15"
35 LF
0.51
47.00
45.20
41.74
41.92
P-54
_
S-55
S-56
RCP Ill
15*
101 LF
0.50
45.20
45.20
, 41.92
-42.43
P-55
-
S-54
S-57
RCP Ill
'1 5
53 LF
0. 1
47.00
44.75
41.74
42.01
P-56
S-59
S-58
RCP Ill
15"
141 LF
0.50
46.00
44.77
40.55
41.25
1 �-4
S-60
S-62
RCP Ill
-
15-
14 LF
1.00
45.78*
46.20
40.30
40.44
1 S-62
I S-63
I RCP 1111
'15
. 37 LF
1 an
45-195*
45.78
40.44
40.81
/ I C� Lt/. 40 - , -�,:,-�, " N // " " I .1.1 - _. 11 � - - N
I I - , " 1'�, �4 - � "I ,
, "I I " - .
,
I,/ 1�1/ v I , " 1�� -11 N, , ... I\": �, *v I I , , '0�� NOTE: HDPE PIPE IS PERFORMATED
, I " �� / \ , , N " ,,- -
I , f �__ 4744 - �_____ .87 / � ) , " 7+6,- -- -
�,, Y-� 1� I 4753 47.59 "', �, �, N ',,,-,` �`�_'- �r` RB ELEVATION FOR CURB INLET
1. , � 41�, -
.. �,
" 1.,� I II 11 � " - * i% ', �� - ,,, , " � �,
. / j / I , " 11 47.63 ____ I, 11, / 140.U-t , �, , 4 , � 1, - I'll
�F ,� "', , 'I'll 1_ I I 1
/ .1 � " V �, I - ", ''I % "_,4,wNZ1'. .1, A I'��
/ I �, _� 1 1�14, , 47.00 1 4 .82 .- I "L 47.62 11-11 � " % ��,,, ,,,, ". � � ,­,
4 � �_ 11 " "'*_���� ���� I
" " "I � I ,- N" " "
I � 1.11 i -
11 / / 1 2,�, " 11-1" � ,/
,� il / �' I -1 -1-1 � " " , �,'�,�,'w * , ,1% ,
� . *. -,��
; � I - I, 4%�'.,, ', �, .
/ e, / I,/ i 1-1 I . . ........... �47 11- ,� ­­ -, � 1; � � 1. / 'X - -_�, -,.\, ,
I �
STIR. NO.
TYPE
S-26
CURB INLET
CITY OF WILMINGTON
S-27
MANHOLE
NCDOT SM.
840.51,
840.54, 840.66
S-28
DROP INLET
NCDOT SM.
840.15,
FRAME & GRATE NCDOT STD.
840.16
S-29
MANHOLE
NCDOT SM.
840.51,
840.54, 840.66
S-30
DROP INLET
NCDOT SM.
840.15,
FRAME & GRATE NCDOT STD.
840.16
S-31
MANHOLE
NCDOT SM.
840.51,
840.54, 840.68
S-32
MANHOLE
NCDOT STD.
840.51,
840.54, 840.66
S-33
DROP INLET
NCDOT SM.
840.15,
FRAME & GRATE NCDOT STD.
840.16
-
S-34
DROP INLET
NCDOT STD.
840.15,
FRAME & GRATE NCDOT STD.
840.16
S-35
DROP INLET
NCDOT STD.
840.15, FRAME & GRATE NCDOT SM.
840.16
-
S-36
DROP INLET
NCDOT STD.
840.15,
FRAME & GRATE NCDOT SM. 840.16
S-37
DROP INLET
NCDOT SM.
840.15,
FRAME & GRATE NCDOT STD.
840.16
S-38
DROP INLET
NCDOT STD.
840.15,
FRAME & GRATE NCDOT SM.
840.16
S-39
MANHOLE
NCDOT SM.
840.51,
840.54, 840.66
S-40
DROP INLET
NCDOT STD.
840.15,
FRAME &GRATE NCDOT SM.
840.16
S-41
DROP INLET
NCDOT STD.
840.15,
FRAME & GRATE NCDOT STD.
840.16
S-42
DROP INLET
NCDOT SM.
840.15,
FRAME & GRATE NCDOT SM.
840.16
S-43
MANHOLE
NCDOT SM.
840.51,
840.54, 840.66
S-44
MANHOLE
NCDOT SM.
840.51,
840.54, 840.66
S-45
DROP INLET
NCDOT SM.
840.15,
FRAME & GRATE NCDOT SM.
840.16
S-46
MANHOLE
NCDOT STD.
840.51,
840.54. 840.66
S-47
DROP INLET
NCDOT SM.
840.15,
FRAME & GRATE NCDOT SM.
840.16
S-48 '
CURB INLET
CITY OF WILMINGTON
CURB INLET
S-49
DROP INLET
NCDOT STD.
840.15,
FRAME &GRATE NCDOT SM.
840.16
S-50
DROP INLET
NCDOT STD.
840.15,
FRAME &GRATE NCDOT SM.
840.16
S-51
DROP INLET
NCDOT SM.
840.15,
FRAME & GRATE NCDOT SM.
840.16
S-52
DROP INLET
NCDOT SM.
840.15,
FRAME& GRATE NCDOT SM.
840.16
-
S-53
DROP INLET
NCDOT STD.
840.15,
FRAME & GRATE NCDOT SM.
840.16
S-54
MANHOLE
NCDOT STD.
W.51,
840.54. 840.66
-
S-55
DROP INLET
NCDOT STD.
840.15,
FRAME & GRATE NCDOT STD.
840.16
S-56
DROP INLET
NCDOT STD.
840.15, FRAME & GRATE NCDOT SM.
840.16
S-57
DROP INLET
NCDOT STD.
840.15, FRAME & GRATE NCDOT SM.
840.16
-
S-58
. CURB INLET
CITY OF WILMINGTON
CURB INLET
S-59
JUNCTION BOX
NCDOT STD.
840.32.
840.54
S-60
JTI
NCDOT SM.
840.32,
840.54
-
S-61
JUNCTION BOX
NCDOT SM.
840.32.
840.54
S-62
CURB INLET
CITY OF WILMINGTON
CURB INLET
S-63
CURB INLET
CITY OF WILMINGTON
CURB INLET
S-64
JUNCTION BOX
NCDOT SM.
840.32,
840.54
S-65
DROP INLET
NCDOT SM.
840.15,
FRAME & GRATE NCDOT SM.
840.16
S-66
JUNCTION BOX
NCDOT SM.
840.32,
840.54
S-67
EXISTING MANHOLE
RAISE EXISTING RIM
ELEVATION
S_6'8
JUNCTION BOX
I NCDOT SM.
840.32,
840.54
S-69 _�_
DROP INLET
I NCDOT STD.
840.15,
FRAME & GRATE NCDOT STD.
840.16
/ �f 9 - . I __ 4t Q �___ �,,,,.l 4/.4u N'� >/ _,,�_NN , ,� -, NOTE: ALL ROOF DRAINAGE WILL BE DIRECTED TO THE PROPOSED
i�� f / / "�, �, '1111,� 46.93 ' '_ __ It , I 1_. I , � � "
1. " ,, 11 / / f , ` , 11 7.49 "'i""'. . ,�, 1. / 1�_, ,,, , I`- NCDOT STORM SEWER
/ I "I S48 ­*1 P-47A '-_.� Ar 7 1 4 .49 - , __ 11 ,��,�_,,-,, - - , PIPE SYSTEM THAT IS DIRECTED TO THE POND. NOTE: CITY OF WILMINGTON STORM SEWER STRUCTURE DETAILS SHOWN ON SHEET C9.1.
I." .- -� _' ' '
1,
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,� 0-1 / -­ � , , " , , ,,,� :1: 1 ��- �,
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" , - -.-- __ 1­1 � ­11' __ , 416 ... , � V, - � I I � I - Z, Z�,!� .. ­��-�
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I a�__, ,� �� 4 / Quil 4�, , --- , ��,z -7 -- - -_ 10-- ­_ " - , �kjj , I., � - - ,_ - - .., - - "I
1. �1_ --- I __ I -'- ­ � 150 �,_ I,k "Ill - I" ---Z, ..
f� I I ___ ___ , - - __ _"� � I ---:-.`I--,-- ,__ u. - - ?� 111. P, . I --­­­'_,, I I I— 1.11, I - 1. --__ -�,
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, , - -;,_ -::­4__,_- � � _*0- - _7 I -- -
I -1 -1 ,Z:::: ­1�t_?1-- n- - - . - . -
/
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\NOO 45.70 - -�z :J- z -- - - - " " r �
11 I -
I . � " I- : 2*4 - 5�. I- - -1 1, �­�,, -, �. ! �w_ -4, /j , - --I,, 'I 1� zl­rl -- - <z- � � ,ZIt,
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11- " . I I . .�, 11 Zi',�� -4 - ��P_ 47 2 � � - /1./ . � , - -,,,. " I ",
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NEW RIM El..PEVATIONS FOR
EXISTING STORM STRUCTURES
.
STIR. NO.
NEW RIM
ELEVATION
(f t)
INVERT
ELEVATION
(ft)
S-59
46.00
40.55
S-60
46.20
40.30
S-61
46.35
-
40.65
S-64
45.80
40.75
S-65
45.50
41.47
S-66
46.35*
39.29 -
-
S-67
46.60
N/A
S-6R
1 46.06
1 40.84
11 . ­.�, I -t/.-tu I -_ 1 7- ------- -
-.1-- I I . . / 0 _. I - ___ __ - _,�� ... . _ zz:z .� .. ____ \ - - � . _,1 / ��_,_ ­�.18.._ ", I I 1. - ; I �
I 1, " i �i��o;d - ____ - - -, 11 -11, __`� I 1 4 " � -
46.65 ' 1. _Z� ,­ 'L I !��,
.�,, � 1 4F 1 . . I �, - ___ I - . - I - I I . I it , �, - -, - ". `� k, I I 1-��- r;
,
I T ' ' - , I -
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,�,,,l �;� f' I -
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I '. ", - - - ", , -I- , ,
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11 ____ - ____ ------.--- ____
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WD1CNr,`b&ft0N
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations:
North Carolina Georgia
South Carolina Florida
GENERAL NOTES
A REMSED PER DWQ COMMENTS 02-27-2004
ISSUE FOR DWO STORMWATER APPLICATION
STAMP
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CLIENT
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JORDAN 2
@ SHIPYARD COMMONS
WILMINGTON, NC
SHEET TITLE
GRADING, DRAINAGE, AND
EROSION CONTROL PLAN
PROJECT NUMBER SCALE
30559.00.WL 1 - = 30)
SHEET NUMBER
C4ml
(C) SPACE 2004

4
CAMERON PROPERTIES
M.B. 37, PG. 128
� 1
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STORM SEWER SCHEDULE
DRAINAGE PIPE DATA
LINE
NUMBER
FROM
STRUCT.
NO.
TO
STRUCT.
NO.
Pipe
Type/
Class
Pipe
Size
in
LENGTH
SLOPE
DOWNSTREAM
RIM
ft
UPSTREAM
RIM
ft
DOWNSTREAM
INVERT
ft
UPSTREAM
INVERT
ft
P-1
EXISTING
S-1
RCP 111
18"
49 LF
0.51
44.06
45.60
39.50
39.75
P-2
S-1
S-2
RCP III
15"
70 LF
0.50
45.60
45.00
39.75
40.10
P-3
S-2
S-3
RCP III
15"
98 LF
0.76
1 45.00
44.30
40.10
40.84
P-4
S-1
S-4
RCP III
15"
87 LF
0.75
1 45.60
44.10
39.75
40.40
P-5
EXISTING
S-5
RCP III
24
20 LF
0.75
44.84
45.00
39.42
39.57
P-6
S-5
S-6
RCP III
24
136 LF
0.75
45.00
47.19
39.57
40.59
P-7
S-6
S-7
RCP III
24
120 LF
0.75
47.19
46.85
40.59
41.49
P-8
S-7
S-8
RCP III
15"
84 LF
0.75
46.85
47.00
41.49
42.12
P-9
S-8
S-9
RCP 111
15"
_ 46 LF
0.76
47.00
46.50
42.12
42.47
P-10
S-5
S-10
RCP III
15"
61 LF
1.00
1 45.00
45.00
39.57
40.18
P-11
S-7
S-11
RCP 111
15"
84 LF
0.75
1 46.85
46.94
41.49
42.12
P-12
S-11
S-12
RCP III
1 15"
36 LF
0.75
46.94
48.50
42.12
42.39
P-13
S-7
S-13
RCP III
15"
29 LF
0.76
46.85
46.50
41.49
41.71
P-14
EXISTING
S-14
RCP III
24
19 LF
0.74
45.30
45.30
40.00
40.14
P-15
S-14
S-15
RCP III
24
128 LF
0.75
45.30
46.50
40.14
41.10
P-16
S-15
S-16
RCP III
24
156 LF
0.75
46.50
46.85
41.10
42.27
P-17
S-16
S-17
RCP III
18"
24 LF
0.75
46.85
46.50
42.27
42.25
P-18
S-17
S-18
RCP III
15"
130 LF
0.75
46.50
46.50
42.25
43.43
P-19
S-16
S-19
RCP III
18"
149 LF
0.50
46.85
47.01
42.27
43.02
P-20
S-19
S-20
RCP III
1 15"
39 LF
0.51
47.01
46.50
43.02
43.22
P-21
EXISTING
S-21
RCP 111
24
33 LF
0.76
45.65
45.30
40.00
40.25
P-22
S-21
S-22
RCP III
24
112 LF
0.50
45.30 1
45.50
1 40.25 1
40.81
P-23
I S-22
S-23
RCP III
18
129 LF
0.50
45.50 1
45.60
1 40.81
41.46
P-24
I S-23
S-24
RCP III
15"
131 LF 1
0.50 1
45.60 1
45.75
1 41.46
42.12
P-25
1S-21
S-25
RCP III
15"
72 LF 1
0.75 1
45.30 1
45.30 1
40.25
40.79
CAMERON PROPERTIES
M.B. 37, P . 128
LOT 9
1.14 acres
STORM SEWER
STRUCTURE SCHEDULE
STIR. NO.
TYPE
REMARKS
S-1
DROP INLET
NCDOT STD. 840.15, FRAME & GRATE NCDOT STD.
840.16
S-2
DROP INLET
NCDOT STD. 840.15, FRAME & GRATE NCDOT STD.
840.16
S-3
DROP INLET
NCDOT STD. 840.15,
FRAME & GRATE NCDOT STD.
840.16
S-4
DROP INLET
NCDOT STD. 840.15, FRAME & GRATE NCDOT STD.
840.16
S-5
DROP INLET
NCDOT STD. 840.15,
FRAME & GRATE NCDOT STD.
840.16
S-6
MANHOLE
NCDOT STD. 840.51, 840.54, 840.66
S-7
MANHOLE
NCDOT STD. 840.51,
840.54, 840.66
S-8
MANHOLE
NCDOT STD. 840.51, 840.54. 840.66
S-9
DROP INLET
NCDOT STD. 840.15,
FRAME & GRATE NCDOT STD.
840.16
S-10
DROP INLET
NCDOT STD. 840.15,
FRAME & GRATE NCDOT STD.
840.16
S-11
MANHOLE
NCDOT STD. 840.51
840.54 840.66
S-12
DROP INLET
NCDOT STD. 840.15, FRAME & GRATE NCDOT STD.
840.16
S-13
DROP INLET
NCDOT STD. 840.15,
FRAME & GRATE NCDOT STD.
840.16
S-14
DROP INLET
NCDOT STD. 840.15,
FRAME & GRATE NCDOT STD.
840.16
S-15
DROP INLET
NCDOT STD. 840.15
FRAME & GRATE NCDOT STD.
840.16
S-16
MANHOLE
NCDOT STD. 840.51,
840.54, 840.66
S-17
DROP INLET
NCDOT STD. 840.15
FRAME & GRATE NCDOT STD.
840.16
S-18
I DROP INLET
NCDOT STD. 840.15,
FRAME & GRATE NCDOT STD.
840.16
S-19
MANHOLE
NCDOT STD. 840.51
840.54 840.66
S-20
DROP INLET
NCDOT STD. 840.15,
FRAME & GRATE NCDOT STD.
840.16
S-21
DROP INLET
NCDOT STD. 840.15
FRAME & GRATE NCDOT STD.
840.16
S-22
DROP INLET
NCDOT STD. 840.15,
FRAME & GRATE NCDOT STD.
840.16
S-23
DROP INLET
NCDOT STD. 840.15
FRAME & GRATE NCDOT STD.
840.16
S-24
DROP INLET
NCDOT STD. 840.15,
FRAME & GRATE NCDOT STD.
840.16
S-25
DROP INLET
NCDOT STD. 840.15
FRAME & GRATE NCDOT STD.
840.16
NOTE: CITY OF WILMINGTON STORM SEWER STRUCTURE DETAILS SHOWN ON SHEET C9.1. NCDOT STORM SEWER
STRUCTURE DETAILS SHOWN ON SHEET C9.5
d
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GRAPHIC SCALE
30 0 15 30 60
1 Inch = 30 Feet
1w'aMWK
WDICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
(910) 762- 4200
Office Locations:
North Carolina Georgia
South Carolina Florida
GENERAL NOTES
ISSUE FOR DWQ STORMWATER APPLICATION 02-27-2004
STAMP `111111111�11f/f fII,',
CLIENT
0
SEAL
1974
JORDAN 2
0 SHIPYARD COMMONS
WILMINGTON, NC
SHEET TITLE
GRADING, DRAINAGE, AND
EROSION CONTROL PLAN
PROJECT NUMBER
30559.00.WL
SCALE
1" = 30'
SHEET NUMBER
RCP III = CLASS III RCP
* INCLUDES FLARED END SECTION
I
FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION C402
Q SPACE 2004

1w,MMWK
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00 DIVISION OF CAMERON LAND ''
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community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
(910) 762- 4200
Office Locations:
North Carolina Georgia
South Carolina Florida
GENERAL NOTES
ISSUE FOR DWQ STORMWATER APPLICATION 02-27-2004
STAMP
Q F
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197
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CLIENT
JORDAN 2
@ SHIPYARD COMMONS
WILMINGTON, NC
SHEET TITLE
DRAINAGE AREA PLAN
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SHEET NUMBER
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------ I5 1,------- _J-i. 41&------------...------------. ____,__'-_.,_�I, !I4� 1 I , I-,, ,I�.a� ­�? I XV �Zl21�'14 ­ .,H,- ,�__ - �, , il'_P I I __ 1 C.- -i �_.,_, I - 114A4 - IA�ERFERIS I�' M� I.,
, 1 _, M.B. 37P . 128 1 1 I HW -11 II Vs _Q_0� 0"".1 sI 'a- e I ISSUE FOR DWQ STORMWATER APPLICATION 02-27-2004
"�.-I I . 1.28 ccres I I1 STAMP� LOT 9 1
1 0011111SOI I C ,�y�.I� 11OT in 1.14 ccres I. 11 -SEAL 1974 ,�4 , _-
%w - I 0(t -��I_.. 0ve, ��wAt.1jiffill"
CLIENT
n-\CO
00N JORDAN 2
Qv-
�9 (D @ SHIPYARD COMMONS
Q_Q15�N, WILMINGTON, NC
(-DPOZ
z Z\�SHEET TiTLE
DRAINAGE AREA PLAN
GRAPHIC SCALE
30 0 15 30 60
1 Inch = 30 Feet
____ , PROJECT NUMBER SCx F
I ir, - - ,; "-, "
, "" 4 11 I -
I
1� I
1� .- I/ )"� __ �111� ", �i\\I \ -I /,- "_�) //I
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,,
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I
I "',"--, ,II, lt/ "/," *'- /II ill, , I t_ ,y1/11 //
30559.00.WL 1' = 30'
SHEET NUMBER
FINAL DRAWINGS — NOT RELEASED FOR CONSTRUCTION C4m4
� . (0 SPACE 2004

t-'LAN VItW
N.T.S.
LINE WIRES MIN. _
#12-1/2 GUAGE
STAKES
• ' • • ' ' ' • • ' • ' SILT BARRIER
1 STAKE AT • •'• • • FENCE
EACH CORNER GROUND
A
VARIES (6' MAX.)
j A
ti.
M
�.
SILT BARRIER FENCE
NOTE: FOR CURB INLETS AND DROP INLETS
SECTION A - A
DROP INLET PROTECTION
TOP STRAND MIN. #10 GUAGE STAY WIRES MIN.
#12-1/2 GUAGE
j\ BOTTOM STRAND MIN. #10 GUAGE
STEEL OR WOOD POST \\
NOTES:
GROUND
LINE
Z
1.
WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
b
2. FILTER FABRIC SHALL BE A MINIMUM OF
36" IN WIDTH AND SHALL BE FASTENED
,
I ADEQUATELY TO THE WIRE
3.
STEEL POST SHALL BE 5' 0" IN HEIGHT
o
a
/
\
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
a-
w
\
4.
WOOD POSTS SHALL BE A MINIMUM OF 6'
o
/
\
\i
IN HEIGHT AND 3 OR MORE IN DIAMETER
o
/
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST
3
\
\,
WITH NOT LESS THAN #9 WIRE STAPLES
//
1-1/2" LONG
C
SILT FENCE
N. T. S.
RICK WALLS
CEMENT PLC
11
FILTER FABRIC
r FILL SLOPE
ANCHOR FILTER FABRIC
SKIRT
JCI.lIVIV H-H
SECTION "B-B"
5'-10" MIN.
5'- 4"
"
-B
PVMT.
CURB & GUTTER
NOTE.
001
1. 4" DEEP X 8" WIDE CONCRETE COPING
ALL
AROUND BASIN CASTING.
A
CASTING4"
= _ :
2. ALL
3. FOR
CONCRETE TO BE CLASS "A"
CASTING DETAIL SEE SD 14-03
L
=
,I '1
It
I
CURB INLET BASIN
N.T.S.
N.T.S.
DRIPLINE i
t
3' MIN. STAKE
HEIGHT ABOVE
PROTECTIVE BARRIER-- c GRADE
1
1.--
f�
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
TREE PROTECTION
PLAN
WITH COPING REMOVED GRATE ELEV.
SEE SHEET C-4.03
2'-6" /
FRI
8"
B
x
CONC. CONC.
PIPE PIPE
INVERT ELEVATION
SEE SHEET C-4.03
10L .• a} y
�1 4 •f •="'w'•
SECTION Y-Y
N.T.S.
_
A
8" g^
x
CONC. FCONC. DCONC.PIPE
PIPE ORIENTATION VARIES SEE PLAN
SECTION X-X
GENERAL NOTES:
1. ALL DROP INLETS OVER 3'-6" 2Nl DEPTH TO BE PROVIDED WITH STEPS 1'-2"
ON CENTERS. STEPS SHALL BE IN ACCORDANCE W/ STD. 840.66
2. CLASS "B" CONCRETE TO BE USED.
3. MORTAR JOINTS ARE 1 /2" f 1 /8".
4. BRICK MASONRY DROP INLET NOT TO BE USED IN LOCATIONS SUBJECT TO TRAFFIC.
5. JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" SOLID CONCRETE BLOCKS
MAY BE USED IN LIEU OF HARD COMMON CLAY BRICK.
6. FORMS ARE TO BE USED FOR THE CONSTRUCTION OF THE BOTTOM SLAB.
7. IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, ADD
TO BASE AS SHOWN ON STD. 840.00.
8. FOR 8'-0" IN HEIGHT OR LESS USE 8" WALL. OVER 8'-0" IN HEIGHT USE
12" WALL TO 6'-0" FROM TOP OF WALL, AND 8" WALL FOR THE REMAINING
W-0". QUANITIES TO BE ADJUSTED ACCORDINGLY.
9. DROP INLET - NCDOT STD. 840.15
FRAME & GRATE - NCDOT STD. 840.16
DIMENSIONS AND
QUANTITIES
DIMENSIONS OF BOX & PIPE
CONC.
IN BASE
TOTAL BRICK MASONRY
DEDUCTIONS
FOR ONE PIPE
PIPE
SPAN
I WIDTH
HEIGHT
PER FT.
HEIGHT
BRICK
COPING
MIN.
H
B
A
B
H (MIN.)
C.U. YDS
C.M.
I R.C.
12"
3'-0"
2'-0"
2'-B.
0.267
0.313
0.037
0.871
0.020
0.032
15"
3'-0"
0.976
0.031
0.047
18,
3'-5
1.106
0.044
0.065
24"
3'-0'
2'-0"
4'-0"
0.267
0.313
0.037
1.2891
0.078
0.113
DROP INLET
N. T. S.
TOP OF BANK TOP OF BANK
WIDTH VARIES
SEE PLAN
SEED & MULCH AFTER
\\ DIGGING SWALE - SEE \\/X'�
NOTE BELOW
\ j�\/�\/
NOTES:
1. SIDESLOPE VARIES (3:1 MIN.), SEE PLAN FOR PROPOSED CONTOURS
EXIST.= VARIES
NON -WOVEN POLYESTER -
FILTER FABRIC -TOP
BOTTOM AND ALL SIDES
CORRUGATED -�
HIGH DENSITY \
POLYETHYLENE
PERFORATED
PLASTIC PIPE (TYP.)
6"
6"
LID & BODY CASTING
PVC PLUG
CLEANOUT PLUG
�- FIELD TRIM TOP
EDGE AS REQUIRED
<
6" SDR 32.5 SOLID WALL HDPE CLEANOUT
N AT ROOF DRAIN LEADER CONNECTION POINTS.
r- PVC TEE
�- 8" - 12"
HDPE PIPE
NOTE: ALL DIMENSIONS ARE NOMINAL
MANIFOLD CLEANOUTS
N.T.S.
V
A
o AfIII IC' CEnnAIT 1A ILJ CAI nrn
CU
SUITABLE I
MATERIAL
12" SURGE
BACKFILL
41N.
41N.
UNSUITABLE MATERIAL FOUNDATION
STORM CULVERT
NOTE:
1. SURGE STONE IS 3"-4" SIZE STONE.
STORM CULVERT PIPE BEDDING
IN UNSUITABLE SOILS
N.T.J.
PLAN OF COVER
6„ B 6„ ^
I
1 �
2.5" 1" 1'-10 1 2" "'1 10 1 2" 1" 2.5"
4'-3"
SECTION "A -.A" MINIMUM AVERAGE WEIGHT
FRAME EACH) 65LBS.
COVER RADIUS) 225 LBS.
COVER STR.) 225 LBS.
3/4" HOLES 1 /2" ROD
3/8" GROOVE
N
2..�.. 4.5" 2'
SECTION "B-B" DETAIL OF HANDLE
HAND -COMPACT MIN. 6" ABOVE
PIPE TO MANUFACTURER'S
RECOMMENDATIONS.
INFILTRATION PIPE DETAIL
A
N.T.S.
TYPICAL GRASS SWALE
N. i. S.
COMPACTED FILL TO
MANUFACTURERS RECOMMENDATIONS
CLEAN WASHED
No. 57 STONE-6" LIFTS
COMPACT TO 90% AASHTO T99
CURB INLET CASTINGS
N.T.S.
METER BOX
MONUMENT BOX IF IN PAVEMENT
45 DEGREE ELBOW
z
00
2" IP BRASS PIPE & FITTINGS I
2" CORPORATION
1'-9 1 4"
5.76" 5>, 7 5"
1.5" 1.5"
i
0.62"
TOP VIEW
N N
ccn 1.5"
0. 75" N Q0 0, 75"
v o
� N v
N U'!
LEFT RIGHT
ENDS
1.5" 12.5" 1.5"
SIDE
2" CURB STOP WITH 2" PVC PLUG
2" PVC 18" LONG /IP COUPLING
STORED IN
4" PVC PIPE 24"LONG
STONE
CONCRETE BLOCKING
*IN PAVED AREAS
USE MONUMENT CASING
2" BLOWOFF DETAIL
N.T.S.
GENERAL NOTES
1Q REVISED PER DWO COMMENTS 02-27-2004
ISSUE FOR DWQ STORMWATER APPLICATION 02-27-2004
STAMP
♦♦♦```��S{{t11 U11 ?I,,�!
�N'IG
.
%
¢,, Q
$ S,
Q
SEAL -
IN O �♦
CLIENT
@ SHIPYARD COMMONS
WILMINGTON, NC
SHEET 71TLE
MISCELLANEOUS
DETAILS
FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION
PROJECT NUMBER SCALE
30559.00.WL N.T.S.
SHEET NUMBER
C90
Q SPACE 27

_
N
P
co
H
0
w
a
co
TRENCH BOTTOM
STANDARD PIPE TRENCH DETAIL
FOR WATER AND SEWER MAINS
N.T.S.
2-2 1/2" HOSE NOZZLES
4 1 /2 PUMPER CONNECTION-,,
FACE TO CENTER LINE
OF STREET OR PARKING LOT
WORD "WATER" ON COVER
C.I. VALVE BOX
GATE VALVE MIN. SIZE 6"
TURN RIGHT TO OPEN -
NOTE:1-DUCTILE IRON PIPE
REQUIRED ON ALL HYDRANT
BRANCH LINES
14" DIAMETER
NO. 3 REBAR
A
--OUND
D BACKFILL TO
FIED PROCTOR
PAVEMENT
TO ANGLE OF
IIL OR AS
THE ENGINEER
1E EMBEDMENT
ED PROCTOR
�ANULAR MATERIAL
D BY THE
IEER
PIPE SIZE
INDICATED
CLASS 1
'INAL BACKFILL
SIN.
AIN.
CLASS 1 OR 2 J;4f f�, ' : , R, ar•°
STABLE
FOUNDATION
DUCTILE IRON PIPE
RIGID PIPE
NOTE:
1. SEWER LINE PIPE SHALL BE INSTALLED AT ELEVATIONS
SHOWN ON PLAN & PROFILE DRAWINGS.
2. BACKFILL TO BE INSTALLED IN 12" LIFTS (MAX.) AND COMPACTED
TO 95% MINIMUM DENSITY AS DETERMINED BY AASHTO STANDARD
PROCTOR METHOD T-99 (ASTM D-698).
3. BACKFILL TO BE FREE OF ROCK, FOREIGN MATERIAL OR FROZEN EARTH.
4. CLASS 1 STONE TO BE WELL TAMPED. SIZE 1 /2" TO 1 1 /2".
DUCTILE IRON PIPE BEDDING
N.T.S.
FULL 18' "JOINT
HYDRANT 3/4" STAINLESS RODS, 6 PIPE
NUTS, & WASHERS
0 0 °3CO)
0
0 @ ° ° TO MAIN
0 0 ° 0
HYDRANT TO
HAVE BREAK
SECTION OR HYDRANT LUGS TIE BOLTS RETAINER CLAMP
REMOVABLE
BARREL
JOINT RESTRAINT
HYDRANT TO 1ST FULL JOINT OF PIPE
CBURY LINE FLUSH WITH
3 I FINISH GRADE
C
L
1 HYDRANT 3 NUTS, T & WASHERS RODS,AINLESS
DRAIN
CONCRETE PAD
15" X 15" X 6"
STAINLESS RODDING, NUTS, & WASHERS
FIRE- HYDRANT
Gll
N.T.S.
23" DIAMETER
NO. 3 REBAR
A
FINISH 2" 9.25" PRECAST
GRADE CONCRETE
a
cV
2" 4.5"
VALVE BOX
27" DIAMETER
SECTION A -A
VALVE BOX PROTECTOR
w
w
F-
z
1 �
TIE BOLTS
JOINT RESTRAINT
HYDRANT TO MAIN TEE
3/4" TIE BOLTS
n
FIRE HYDRANT JOINT
N.T.S.
16'875.1
, 25"
❑ ❑ ❑ 0.687"0.688"
WATER
A ❑ ❑ ❑ A N
U?
o
PLAN 7.25 t
11.875"
7" BOX
f 4
2 6.688" DIA.
00.
0.5"
_ LL
0.5" 0-p"
it
1 N
1 m .
6.5" �IA.
7.75" o
1,.875" SECTION "A -A"
EXTENSION MINIMUM WEIGHTS
BOX 40 LBS.
EXTENSION 40 LBS.
TOP 10 LBS.
WATER VALVE CASTING
N.T.S. N.T.S.
INSULATED ENCLOSURE MANUFACTURED
BY HOT BOX MODEL H84N OR BFP
PRODUCTS MODEL 800 APD, OR V.I.T.
PRODUCTS MODEL SSBC-90ALHP OR
APPROVED EQUAL.
4" REDUCED PRESSURE
BACK -FLOW PREVENTOR
-
=III -III POURED IN PLACE
I I -III -I I 4" CONCRETE PAD.
WITH 6X6 W2.9 x W2.9 WWF
NOTES:
1. RECOMMENDED SLAB SIZE: 102" L x 44" W x 4" MIN.
THICKNESS. TO BUILDING
2. REDUCE PRESSURE BACKFLOW PREVENTOR TO BE WATTS 909,
WILKINS 950 NRS, FEBCO 860 NRS OR APPROVED EQUAL
3. INSULATED ENCLOSURES TO BE HEATED
4" REDUCED PRESSURE
BACKFLOW PREVEN TER
N. T. S.
BACK -FLOW ASSEMBLY INSTALLATION GUIDE
1. THE BACKFLOW ASSEMBLY SHOULD BE AS CLOSE TO THE WATER METER AS
POSSIBLE. IN ALL CASES IT SHALL BE BEFORE THE FIRST WATER SERVICE.
2. THE DOUBLE CHECK VALVE AND REDUCED PRESSURE ASSEMBLIES SHALL BE
INSTALLED AT LEAST 12 INCHES ABOVE 17INISHED GRADE. FLOOD LEVEL OR FLOOR.
3. AN ENCLOSURE SHALL BE PROVIDED THAT PROTECTS THE ASSEMBLY FROM THEFT,
VANDALISM, TAMPERING. WEATHER AND FROST.
4. THERE SHALL BE 24 INCHES CLEARANCE ON ALL SIDES OF THE ASSEMBLY.
5. ELECTRICAL EQUIPMENT, OUTLETS AND BREAKER BOXES SHALL NOT BE LOCATED
BENEATH THE ASSEMBLY.
6. ASSEMBLIES APPROVED BY THE USC FOUNDATION FOR CROSS CONNECTION
CONTROL OR ASSE.
7. BACK -FLOW ASSEMBLIES SHALL BE TES17D BY A CERTIFIED TESTER WITHIN 30
DAYS OF THE INSTALLATION, AND ANNUALLY THEREAFTER.
8. THE CONTRACTOR SHALL MAKE ARRANGEMENTS IN ADVANCE IF HE PROPOSES TO
USE CITY WATER FOR CONSTRUCTION. THIS SERVICE MUST HAVE A R.P.Z. DEVICE BEHIND
THE METER.
BACKFLOW PREVENTOR
N. T. S.
STD. MANHOLE COVER,
:EMENT MORTAR
2" MAX ADJ. BRICK OR
'RECAST LEVELING RINGS
_E STEPS
ECIFIED
:AST MANHOLE SECTION,
T. M. C 478
PLAN
2'-1 1 /4" It
1 3/4' � r
1 1 /2:
OPE: 1"/FOOT M
7 10
0:2.75" 0.5" o
ONOUTHIC CONCRETE BASE.
100 PSI CONCRETE
�1 '-10 1 /4- � t
MIN. 2' 0 1 /2 '
2'-9 1/4
MIN.
SECTION "A -A"
NOTE:
EXTENDED BASE MAY NOT BE REQUIRED
WHERE MANHOLES ARE GREATER THAN
4 FEET INSIDE DIAMETER
EXIS
GROUND
PLAN BENDS
B c .
ed.
d
e eo'
° ee
e
e 'k
. as
e
e 'd' a 9
m.
Be
.At
I d a
e4l °e
.J� e
e� e
SECTION X-X
BENDS & TEES
ITARY SEWER
RM DRAIN
REQUIRED
TOP Or COVER
BOTTOM OF COVER
NOTE:
RING & COVER CONTACT
SURFACES SHALL BE
MACHINED SO AS TO
INSURE EVEN BEARING
OF COVER ON RING
MINIMUM WEIGHTS:
RING 190 LBS.
COVER 120 LBS.
MANHOLE MANHOLE RING AND COVER
N. T. 5. N.T.S.
(8) # 4 REBAR
2 EACH WAY
3,000 P.S.I. CONCRETE
THRUST COLLAR
■�rrrr■Frir
i
Sri i,■ ,�ir•w
iLirr■ i�rr■
■rrrrrwiri,
�.r•r
., ,.1,1
r.■ r
■. ■ �,
■ ' ■
rwrrrr■
rrr�irrr�■,rw
�,aiRr■■rprw
■rr�r�r�r■!r■n .
THRUST COLLAR SHALL BE FORMED USING
i /2" CDX PLYWOOD,
AS PER
AS PER COLLAR DIMENSIONS
SHOWN
END VIEW
COLLAR DIMENSIONS
SIZE
LINE MIN. W MIN. D
!
,!
THREADED GALVANIZED STEEL RODS
WITH 4" x 90' HOOK, SEE "TIE ROD
SCHEDULE" FOR QUANTITY AND SIZES OF RODS.
"'M.J. CAP OR
OTHER M.J. FITTING
■
■
y � ■
l
W
2" DIA. THREADED TAP AND BRASS
NIPPLE FOR 2" LINE EXTENSIONS.
TOP VIEW
TIE ROD SCHEDULE
a�
©ate
THRUST COLLAR
N.T.S.
SIZE A C BENDBS 4A5° BENDBS 22 Al /2 °BEB DS A TEES B CPLUGSD
6"
8,.
10"
12"
14"
16"
16"
10"
22"
13"
26"
17"
29"
21 "
35"
24"
38"
27"
9"
10"
12"
13"
14»
17»
16»
21"
24
El"
27"
6"
8"
8"
10"
10"
13"
11»
16"
12"
20"
12"
24"
10"
12"
13"
16"
16"
20»
18"
24"
2"
27"
[:�24"
30"
10"
21 "
12"
29"
14"
36"
16"
41"
18"
48"
20"
54"
NOTE: Based on 1.5 x working pressure of 100 PSI plus AWWA Water Hammer.
All bearing surfaces to be carried to undisturbed ground.
X.]
PLAN TEES
PLAN & ELEVATION PLUGS
SILT FENr`
DITCH PLUG DETAIL
NOT TO SCALE
FINISH GRADE
THRUST BLOCK
N T. S.
MIN. COVER 3.5' S' MIN.
5' MIN.
1 /4" STEEL 3/4" THREADED
PLATE STEEL RODS (TYP.)
3.
CONCRETE
THRUST BLOCK
ROD REQUIREMENTS
(TYP.)
SIZE
OF 45 DEGREE BEND
STATIC THRUST IN POUNDS
NUMBER OF
RODS REQUIRED
6"
4,328
2
8"
7,694
2
12"
17,312
2
16"
30,779
4
20"
48,091
6
24"
69,252
8
NOTES:
1.
ONCE INSTALLED AND TIGHT, THE STEEL RODS AND BOLTS
SHALL BE COATED WITH
2 COATS OF BITUMINOUS
BASE PAINT.
2.
CONCRETE SHALL NOT CONTACT BOLTS OR ENDS OF MECHANICAL
JOINT
BENDS.
3.
TYPICAL MIN. CLEARANCE
BETWEEN CONCRETE AND END OF BOLT MUST
BE 3".
4.
APPROVED OFFSETS CAN
BE USED IN THIS APPLICATION.
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
(910) 762- 4200
Office Locations:
North Carolina
South Carolina
GENERAL NOTES
Georgia
Florida
ISSUE FOR DWQ STORMWATER APPLICATION 02-27-2004
STAMP
�N C
F i
7
SEAL
w
'1974�
''�•. N. HAS\
�E�/�flllllll�t\\\
CLIENT
JORDAN 2
SHIPYARD COMMONS
WILMINGTON, NC
SHEET TITLE
MISCELLANEOUS
DETAILS
STANDARD VERTICAL BEND
N.T.S.
FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION
PROJECT NUMBER SCALE
30559.00.WL N.T.S.
SHEET NUMBER
C902
© SPACE2004

THE TOP AND BOTTOM WOOD
CROSS BRACES SHALL BE PLACED 6"
FROM THE END OF THE WOOD ATTACH EACH 2 x 6
PICKETS. THE MIDDLE BRACE SHALL CROSS BRACE TO THE
BE CENTERED WITHIN THE FENCE. 8'-0" POST FACE TO FACE (MAX.) 4 x 4 TREATED WOOD
OST WITH 2-3" x 1/4"
X -- 3" TYP. GALVANIZED LAG BOLTS
WITH WASHERS (TYP.)
2 x 6 TREATED WOOD
CROSS BRACE (TYP.)
4 x 4 TREATED
WOOD POST (TYP.)
ATTACH EACH 1 x 6
WOOD PICKET TO THE
2 x 6 CROSS BRACE WITH
3 GALVANIZED NAILS (TYP.)
1 x 6 TREATED WOOD
PICKET (TYP.)
GRADE
1/2' SLOPE 4w
CONCRETE
FOUNDATION
-
(TYP.)
.
INSTALL 1 x 6 BOARDS
VERT., 2 x 6's MAY
SLOPE OR BE HORIZ. TO
3
'�
TOP OF CONCRETE
6" GRAVEL BASE
ACCOUNT FOR GRADE
`
fr
FOUNDATION TO BE
CHANGES. SPACE 1 x 6
a;
A RECTANGULAR SHAPE
BOARDS EQUALLY
4"
ELEVATION
WOOD FENCE
SECTION
MECHANICAL UNIT SIDE
4 x 4 TREATED WOOD POST (TYP.)
4 x 4 TREATED WOOD POST (TYP.)
INSTALL 1 x 6 BOARD
AT END OF FENCE
IF
LAWN AND STREET SIDE
SIDE IS VISIBLE
1 x 6 TREATED WOOD PICKET (TYP.)
2 x 6 TREATED
WOOD CROSS BRACE (TYP.)
PLAN VIEW
SHADOW BOX FENCE DETAIL
N.T.S.
1/4 " DEEP TOOLED
JOINTS AT 6" O.C.
(SEE TOOLED CONTROL JOINT DETAIL)
TOP OF PAVING
AND RAMP WITH
1/2" LIP BEVELED 7'-6"
AT 45 DEGREES '
1:12 MAX. SL PE
8„ e
# 5 CONTINUOUS
5" CONCCRETE RAMP W/ #3 REINFORCED.
BARS AT 16" O.C. BOTH WAYS
3 4" 1%4,"
/4„
RAMP SECTION
N.T.S.
NOTES:
1. DUMPSTER ENCLOSURE WILL BE SCREENED
BY A 6"-0' HIGH SHADOW BOX FENCE.
2. ALL BOLLARDS SHALL BE SET IN CONCRETE.
6' SHADOW BOX FENCE
SEE DETAIL
REINFORCED CONCRETE
13.33' ( 10'
SIDE VIEW
DUMPSTER PAD W/ SCREEN
ROUNDED CONCRETE
o CAP
— PAINT (2) COATS YELLOW,
UNLESS NOTED OTHERWISE
8" DIA. STANDARD STEEL
PIPE (UNLESS NOTED OTHERWISE)
FILLED W/ CONCRETE
e
CEMENT WASH SLOPED 1"
ABOVE PAVING
e PAVING
e e e
COMPACTED EARTH
CONCRETE FOUNDATION
NOTES:
44.
• ' ; 1. VERIFY LOCATION OF UNDERGROUND UTILITIES
BEFORE DRILLING FOR CONCRETE FOUNDATION
L. J
2. WHERE 4" OR 6" PIPE BOLLARDS ARE SPECIFIED,
CONC. BASES SHALL BE 1'-6" DIA. BY 3'-0" DEEP
()OE
21-0„ 3. DIMENSION (D) OF ROUNDED CONCRETE CAP
SHALL BE 1/4 PIPE DIAMETER
DIA. 4. PAINT "BROWN" WHEN LOCATED IN PLANTER
5. PROVIDE REMOVABLE PIPE BOLLARDS AT
EQUIPMENT ACCESS PANELS AS REQUIRED.
EXTERIOR PIPE BOLLARD
N.T.S.
1/2" FIBER EXPANSION
1/2" JOINT WITH SEALANT
• ; - • ; - • ; ; - 4" CONCRETE WALK
e e e e s NO
- - DRAINAGE FILL OR
UNDISTURBED SOIL
NOTE: SEE SOILS REPORT
PROVIDE CONSTRUCTION JOINTS AT 25' O.C. MAX.
IN EITHER DIRECTION WITH SQUARE FOOTAGE LESS
THAN 400 S.F. AND AT CURVES, TANGENTS, AND
CORNERS (UNLESS NOTED OTHERWISE).
CONSTRUCTION JOINT
N.T.S.
PIPE BOLLARD
SCREEN TO SURROUND
AND CONCEAL DUMPSTER 1 12.00'
F ,
v a 0 a a
v a a v 0
Q
d
a
I a
a 4 a
a 4 a
4
4
CONCRETE DUMPSTER PAD °
CONCRETE DUMPSTER PAD
(4-4" SEAMLESS STEEL
(4-4" SEAMLESS STEEL
r
TUBING SET IN CONCRETE)
TUBING SET IN CONCRETE)
4 (ALL BUMPER POST TO BE SET
.4 ( U SET
r
6" INSIDE CONCRETE) v
6 INSIDE v
a
a
0 ° av 0
0 a av 0
4
1 4
4a
4a
v
DOUBLE 'SWING GATE.
DOUBLE SWING GATE.
I
a
a
1 a
4 awl
0 4. a�
a
4
4
C
v
�.
.4
v
CONCRETE APRON
CONCRETE APRON
C
T
4 Q 4 4 d
v 4 a v a
a
a
LJ v
4 v
4
4
a
g
4
�
a v
a v
12.0'
TOP VIEW
EXISTING PAVEME
6" COMPACTED AE
ASPHALT RAMP
SIDE SLOPE 1
24+
Fqn�
16'
In SURFACE COURSE, 1-2
BINDER COURSE GENERAL NOTES:
CONTRACTION JOINTS SHALL BE SPACED AT MAX. 10' INTERVALS, EXCEPT
CRUSHED AGGREGATE BASE COURSE THAT A 15 FOOT SPACING MAY BE USED WHEN A MACHINE IS USED OR WHEN
SATISFACTORY SUPPORT FOR THE FACE FORM CAN BE OBTAINED WITHOUT THE
USE OF TEMPLATES AT 10 FOOT INTERVALS. JOINT SPACING MAY BE ALTERED
BY THE ENGINEER TO PREVENT UNCONTROLLED CRACKING.
CONTRACTION JOINTS MAY BE INSTALLED BY THE USE OF TEMPLATES OR
COMPACTED SUBGRADE FORMED BY OTHER APPROVED METHODS. WHERE SUCH JOINTS ARE NOT FORMED `--EXPANSION JOINT
BY TEMPLATES, A MINIMUM DEPTH OF 1-1/2" SHALL BE OBTAINED.
ALL CONTRACTION JOINTS EXCEPT IN 8" X 6" MEDIAN CURB SHALL BE FILLED ROADWAY PAVING
LIGHT DUTY DETAIL WITH JOINT SEALER.
EXPANSION JOINTS SHALL BE SPACED AT 90' INTERVALS AND ADJACENT
In SURFACE COURSE, I-2 TO ALL RIGID OBJECTS. „
24 ,CURB &GUTTER
BINDER COURSE TERMINATION DETAIL
CRUSHED AGGREGATE BASE COURSE
1/2" R 6" 18"
1/2" R 18"
3" R 1 /8" R 6"
COMPACTED SUBGRADE
3„ R R
HEAVY DUTY DETAIL
PAVEMENT DETAIL N 1
LEVEL
N . T. S.
000 P.S.I. CONCRETE
X 6' W2.0 X W2.0 W.W.F. REINFORCING
N. 2" DEPTH
C A.B.C.
OMPACTED SUBGRADE
CONCRETE PAVEMENT DETAIL
N.T.S.
2" ASPHALT
Tani- "• "
NOTES:
* BACKFILL TO BE INSTALLED IN 6" LIFTS (MAXIMUM) AND
COMPACTED TO A MINIMUM DENSITY OF 100% AS DETERMINED
BY THE MODIFIED A.A.S.H.T.O, STANDARD METHOD T-99
* CUT - BACK TO BE PREPARED AFTER TRENCH BACKFILLING
AND COMPACTION
6'
SIDEWALK
PAVEMENT REPAIR
SECTION A— A
WHEELCHAIR RAMP (DROP CURB)
WHEELCHAIR RAMP
N.T.S.
N.T.S.
I cp ]"
24" -1 /86, R
(TO BE USED WHEN PAVEMENT IS SLOPED AWAY FROM ISLAND
1/4' 1'-O" SLOPE OR AS SHOWN ON PLANS)
24" CURB AND GUTTER
(REVERSE SLOPE)
24" CURB AND GUTTER
CURB AND GUTTER
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 6PANSION
" EXPANSION
JOINT WILL BE REQUIRED AT 45' INTERVALS. A 1/2" JOINT
WILL BE REQUIRED WHERE THE SIDEWALK ABUTS ANY CURB & GUTTER
rING PAVEMENT 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.
GROOVE JOINT (5' MAX. O.C.)
1/8" RADIUS
;FILL
3600 P.S.I. CONCRETE
4
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F'\ d'rr p�S, �r,r'rr� `♦,,\'!,°`,rl,r`,+ \y� tifr•� /� � �,'� `a '\ .'��; ♦,� ,r"�ls rhti ` % � '•1.�`ee � �� '"r' ,� \� ,% ..
,,! 0.,r A s h"'♦ r��+ .rr ✓ r` rr',,'r°f / ,/r'` v''✓'�r"`4 `F .r, !` ✓` r✓f .r; �f �,iY'"'�.''` .rr: f,. ,O .,,.*'
q ✓,e' ,, °`v`,`%'`�",.*°��' �\in` `'",,, �`^'�' z. �i°� \jM,,.°�,\�.�t`� �``.♦ `'�,. ` "`u/ ;af \\J"�J.;' \�AR l" `A1` �\:r°`�°',,°\ �• ��°
t�`':°,� ,* ,,'rYi'..�`a`t r'\ 1.rr' ° °,�.''r y*''♦.\r""✓f r,,� �Eyh•,r'' fa,, �,fr'',�\.r,�°' \. "�., ,r'\. `�,s' COMPACTED SUBGRADE
rr,
CONCRETE SIDEWALK DETAIL
GROOVE JOINT (5' MAX. O.C.)
1/8" RADIUS 3600 P.S.I. CONCRETE
Mod
e� a�
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✓f .r e% ✓' .r' !, s� j',s> ;' .- �r r' .,r .,.r /`, r',r y r` r i\ r: r/////
�. � ' � % '�' 'e»^ r` Pr ♦� f j � r \ 1 �� ` Ir r''� �♦ .+r'�� �a,. rr rr �\ f
.+ if`rP\. ♦`f "`. `i r' `tiy i :'" ,,ft' / �i .r / \.% l .\r'' .^ �'`. �i''r I `k, , ♦\ "
COMPACTED SUBGRADE
SIDEWALK ADJACENT TO GRASSED AREAS AND PLANTERS
CONCRETE SIDEWALK
N.T.S.
STANDARD SIDEWALK DETAIL
N.T.S.
12" � 12'
RESERVED
PARKING R'-6a VAN 9"
'2''�" ACCESSIBLE
2
w
= 18 RESERVED
N rx PARKING
MUTCD
r F'?/ f r
lam
2"X18w
O
MAXIMUM
PENALTY 9" 2"
$ 250 MAXIMUM
io1 go PENALTY 9"
'2" $ 250
PAVEMENT/GRASS
ro
10T
NOTE: ALL SIGNS SHALL BE PER A.D.A. CODE.
INSTALL ONE SIGN PER EACH HC PARKING
SPACE.
WK
DICKSOINA
--ommunity infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
(910) 762— 4200
Office Locations:
North Carolina
South Carolina
GENERAL NOTES
Georgia
Florida
ISSUE FOR DWQ STORMWATER APPLICATION 02-27-2004
STAMP
w
9
SEAL
/
1974
Z� Oq ,90
CLIENT
JORDAN 2
@ SHIPYARD COMMONS
WILMINGTON, NC
SHEET TITLE
MISCELLANEOUS
DETAILS
N.T.S.
HANDICAPPED SIGN
N.T.S.
FINAL DRAWINGS NOT RELEASED FOR CONSTRUCTION
PROJECT NUMBER SCALE
30559.00.WL N.T.S.
SHEET NUMBER
C9m3
Q SPACE 2004

5"
3. ®
GENERAL
NOTES:
1.
Concrete: 28 Day Compressive
10'-6„
Strength f'c = 4,500 psi.
7'-0"
3'-6"
2.
Reinforcement: ASTM A-615,
Grade 60.
3.
Loads: H-20 Truck Wheel with
30% Impact Per AASHTO.
Grout Both Sides
A
A
4.
Butyl Rubber Joint Sealant
p o
+
J
SS—S-00210.
1
5.
GRAY WATER ONLY Black Water
Lo tn
Shall be Carried by Separate
Side Sewer.
6.
Contractor To:
— Supply and InstallL All Piping
Z24"O
and Sampling Tees
Precast Divider
Access Opening
— Grout in All Pipes and Weirs
U-)
(Typical of 3)
— Fill w/ Clean Water Prior to
"Start
—Up" Of System
Slot
Both Sides
— Verify Size and Location of
PLAN VIEW
All Openings
MH Ring and Cover
Brought to Grade
by Contractor
(Typical of 3)
((0 c14
00 - tU
I I I I
co r, O p I CV
� I
Grout All Slot 0j
�p Around
Both Sid
SECTION VIEW A —A
DESIGN CRITERIA
Uniform Plumbing Code — Appendix H
Number Of Meals Waste Flow Retention Storage CAPACITY
Per Peak Hour x Rate x Time X Factor ' IN GALLONS
GREASE INTERCEPTOR
1,500 GALLON CAPACITY
(5'-0" x 10'-6" x 7'-0"
N . T. S.
�a
2ASPHALT
CURB &
GUTTER
CV
I
12" 12"
I
I
B j B
I
I in
I
I
I
I
I
I
I
I
I
D
r 0.1' —�
1 oo
1
SECTION B—B
_ SLOPE MAY VARY FOR EACH FLUME
I I
SEE GRADING PLAN
0
CURB & GUTTER 45' T
8"
2.0' 5.0'
SECTION A —A
CONCRETE FLUME
N.T.S.
k
CONCRETE
4" DIA. DR,
IN BASE, MIN. 2 MLWUIMLU
3'-0"
FIRE DEPARTMENT CONNECTION
N.T.S.
�RTMENT
)N ,
' x 6" CONCRETE PAD
n1A lnrn A AIn CH IP'1r A /fir' ^^i Ir1 e%r
r1V VI NL V r11L Un1j" 11 W%d I\JI_ -
TYPICAL SPEED BUMP
N.T.S.
1W'MMWK
WDICKSON
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
(910) 762— 4200
Office Locations:
North Carolina Georgia
South Carolina Florida
GENERAL NOTES
ISSUE FOR DWQ STORMWATER APPLICATION 02-27-2004
STAMP
`,Ii1p111
` � r
SEAL974
-
0 1 =
CLIENT
JORDAN 2
@ SHIPYARD COMMONS
WILMINGTON, NC
SHEET TITLE
MISCELLANEOUS
DETAILS
PROJECT NUMBER SCALE
30559.00.WL AS SHOWN
SHEET NUMBER
FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION C9m4
Q SPACE 27

O m
GENERAL NOTES:
Z
�Cn
y MORTAR JOINTS 11" TO 1/" THICK.
~�
"B"
F- Q
H • z
=
USE CLASS CONCRETE THROUGHOUT.
Q �
O O O
r �'T1=CAI
USE FORMS FOR CONSTRUCTION OF THE BOTTOM SLAB.
i I FOR PIPE(S) FROM TOTAL CU. YDS. OF BRICK MASONRY.
H Cr O U
U_ J H Z
I DEDUCT
O =
H z = D
O -i
X PROVIDE ALL CATCH BASINS OVER W-6" IN DEPTH WITH STEPS 12"
X ON CENTER. USE STEPS WHICH COMPLY WITH STD, DRAWING 840.66.
O Cn
n
LU ¢ Q LL
O n
_ �1 z m
L-E-:- I-- iUSE BRICK OR CONCRETE BLOCK WHICH COMPLIES WITH THE REQUIREMENTS
_
Q V Ct: O{�
O
JOF SECTION 840 OF THE STANDARD SPECIFICATIONS.
I- _ z LU
O
z � OH _nIF
REINFORCED CONCRETE PIPE IS SET IN BOTTOM SLAB OF BOX, ADD TO SLAB
CA ALL OH
<
q >
D
i AS SHOWN ON STD. N0. 840.00.
FOR 8'-0" IN HEIGHT OR LESS, USE 8" WALL. OVER 8'-0" IN HEIGHT, USE
WALL TO 6'-0" FROM TOP OF WALL AND 8" WALL FOR THE REMAINING
o
Z H
>
D
12"
F-
CV H
i
W-O". QUANTITES TO BE ADJUSTED ACCORDINGLY.
CL ❑
Cn o
i CONSTRUCT WITH PIPE CROWNS MATCHING.
'
z
Y I DO NOT USE BRICK MASONRY DROP INLET IN LOCATIONS SUBJECT TO
r
TRAFFIC.
PLAN CHAMFER ALL EXPOSED CORNERS 1".
WITH COPING REMOVED DRAWING NOT TO SCALE.
BRICK COPING (INCIDENTAL)
m
TOP ELEVATION
O
Z
O
- STD. 840.16
FRAME AND GRATE `r
LL
N M=
81r A 8" 6" B 8rr I
J CL
1 C) N
Z
a.
�
a
H
❑
�vz
x
I I
0
❑Q,o
CAD
M
I I
I
ac0�
¢ o
o v
z O=
(0 MAX. PIPE THIS SIDE _ 18" tD
r *
SECTION X - X
SECTION Y YCC
= 11.4 T
M M Z
m
J
C3
DIMENSIONS AND QUANTITIES FOR DROP INLET(BASED ON MIN. HEIGHT, H)
DIMENSIONS
OF BOX & PIPE
CUBIC YARDS
CONCRETE
CUBIC YARDS
BRICK MASONRY
DEDUCTIONS FOR
ONE PIPE
PIPE
SPAN
WIDTH
MIN. HEIGHT
D
A
B
H
BOTTOM
SLAB
WALL PER
FOOT HT.
TOTAL BRICK
MIA NRYHEIFORHT, H
C.S.
R.C.
12"
3'-0"
2'-0"
2'-0"
0.268
0.313
0.522
0.020
0.032
15"
2'-3"
0.268
0.313
0.600
0.031
0.047
18'r
21-611
0.268
0.313
0.678
0.044
0.065
24"
3'-0"
0.268
0.313
0.835
0.078
1 0.113
30"
3' - 0"
2' - 0"
3' - 6"
0.268
0.313
0.991
0.122
1 0.170
Z
LU
SHEET 1 OF 1
840.15 840.15
Z
am 1" DEPRESSION N►` 3r _ 6r► o >
11/2
H z 1' - 7`rY8rr 1► _ 7%ll - ►► 1 � �r rr z _
a�o� r 15/8-"11r.- 1 8 � 00 .
mz =D cy r H F� Oow=z
=-n>> G o G E , E Qv oO
�o L = G oME - F-
z-0 Cn
0=Cn�0 r\ �_ 0 -� �- --- --� O�LL"J
c�
�cli
D .� N �- o I N CL
CnH SECTION G-G - ��
O , LU
z N cm �H r ❑
C�!
� 1'-4�rr 1r_41,�rr F
PLAN OF FRAME LO
CAST IRONLLI
o
Cn PLAN OF GRATING a o
gZ 2' - 31/ 11 CAST IRON LL
H
-I 1 -4 C3
2 Z= z Z r
Cn r o o
omen a: co
-I D ❑ W
v 1/$ r► 1/S r► n 1/8rr ❑ cA
2 �
O O 1 9' " 2 rr 1 r r n 1 rr 1 rr 1 rr ❑ LL
0
1s 3 - 33/4 2' - 33/4 It z
o m v
o > A �8,► 1/8 r' 1/8 ►► 1/8 rr t i W F❑-
.�cZ SECTION H-H rr %►, err 34►, CnZ=
31
_21
1
2'-21
1
J ~
z m z 3
O VIA LU O
C0�� Lij
21/8rr -cc 2%" _ GO
J
C m 3r-13,4" C\1 CV 2'-1' 4rl N N Cr.
j O
LL
Cn 3'-6If 21-611
SHEET 1 OF 1 SECTION E- E SECTION F- F SHEET 1 OF 1
840.161 i840.16
FRAME AND COVER z
v SPRING LINE O
v m STD. NO. 840.54 N Cn
FINISHED GRADE F- }
-� GENERAL NOTES: Q
Z
MORTAR JOINTS L�" t 1/g" THICK. I ELEVATION z = = .
>'_4 = CONCAVE TOOL ALL EXPOSED JOINTS. Z = O
0
H z � = D USE CLASS "B" CONCRETE THROUGHOUT. ap 12" 12" STEP STD. w Q z z
00 > n m USE FORMS TO CONSTRUCT THE BASE SLAB. - 0 C� N0. 840.6E < v O O
Z = -v O Om JUMBO BRICK WILL BE PERMITTED. CONCRETE BRICK OR 4" °� iv C F - Cn H LL 0 J
0;_1 SOLID CONCRETE BLOCKS MAY BE USED IN LIEU OF CLAY BRICK. > a (� I 0 o O y Q
C7 > IF REINFORCED CONCRETE PIPE IS SET IN BASE SLAB OF BOX, - - - - - _ _ - - z
l IADD TO BASE AS SHOWN IN STD. NO. 840.00. -rr �� �y F- r>.�
i 8rr Q 1 -9 1 -9 811
d
cn 10 WHERE THE MANHOLE IS EXPOSED TO ROAD TRAFFIC, CONSTRUCT j, 0 3,-6„ 0 ' tL ❑
z O THE TOP OF THE MANHOLE FLUSH WITH THE GROUND. AT OTHER ❑
N LOCATIONS CONSTRUCT A MINIMUM OF 9" ABOVE THE GROUND. c 0
PROVIDE MANHOLES OVER 3'-6" IN DEPTH WTH STEPS 12" ON D 0
CENTERS IN ACCORDANCE WITH STD. NO. 840.66.
4rr I r-j _ , _ 4,r
SEE NOTE 0 2'-9" r /r 2'-9"
m GROUND LINE 0 5 -6
0
a ° o SECTION ON � L`
r ---- z
v 0 ,===--' o Yi- H W CLU
L
N _ - r rr _jH
N Cl) 0 5- 6 Q CL
O D = _
Z O Z CO
o y PART SECTION Y-Y °C a "
v zCD
o`
a•-,r> I =�04
-0
m
m
H
z
O
m
O
_
MINIMUM
DIMENSIONS
AND QUANTITIES FOR MANHOLE
PIPE
DIM.
CU. YDS.
CONCRETE
TOTAL BRICK
MASONRY
CU. YDS.
CU. YDS. BRICK
MASONRY
PER FT. HT.
DEDUCTIONS
FOR ONE
PIPE (CU.YD.
D
BASE
ABOVE S-L
BELOW S-L
C.M.
R.C.
12"
0.560
0.530
0.323
0.020
0.032
151,
1 0.560
0.530
0.323
0.031
0.047
18"
0.560
0.530
0.323
0.044
0.065
24"
0.560
1 0.530
0.323
10.078
10.113
30"
0.560
1 0.530
0.323
10.122
10.170
36"
0.560
1 0.530
0.323
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840.51 SECTION X-X 1840.51
QUANTITIES
PIPE
SIZE
CUBIC
YARDS
12"
0.029
15"
0.045
18"
0.065
24"
0.11E
30"
0.182
38"
0.262
42"
0.356
48"
0.465
54"
0.589
80"
0.727
66"
0.880
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/ SPECIFICATION
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840.540 NOTES:
TYPE #2 840.54
Z
0--0 INSTALL ALL STEPS PROTRUDING 4" FROM INSIDE FACE OF STRUCTURE WALL. o Q
�;� STEPS DIFFERING IN DIMENSIONS, CONFIOURATION OR MATERIALS FROM THOSE SHOWN MAY ALSO BE USED PROVIDED THE CONTRACTOR HAS FURNISHED
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SHEET 1 OF 1
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840.71 840.71
1w,aMWK
community infrastructure consultants
909 MARKET STREET
WILMINGTON, NC 28401
[phone]
Office Locations:
North Carolina Georgia
South Carolina Florida
GENERAL NOTES
ISSUE FOR DWQ STORMWATER APPLICATION 02-27-2004
STAMP
C ,''�4
If
SEAL =
974/2
IENT
JORDAN2
@ SHIPYARD COMMONS
WILMINGTON, NC
SHEET TITLE
MISCELLANEOUS
DETAILS
FINAL DRAWINGS - NOT RELEASED FOR CONSTRUCTION
PROJECT NUMBER SCALE
30559.00.WL AS SHOWN
SHEET NUMBER
C9m5
SPACE 2004

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UNTIL DITCH IS PIPED
THE OLEANDER COMPANY. INC.
D.B. 531, PG. 67
LT FENCE
TO REMAIN
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FINAL MAP
LOT 1
DIVISION OF CAMERON LAND `
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BB&T
D.B. 1484. PG 1193
TEMPORARY TREE
PROTECTION (TYP.) \ \ \\\\
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7 DITCH TO — / -
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\
/
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TO BE REMOVED /
l /
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WATER METERS
WATER LINE
—SS—
SANITARY SEWER LINE
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SANITARY SEWER MAN HOLE
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SANITARY SEWER CLEANOUT
Q
STORM SEWER MAN HOLE
— — —
— DITCH
— — -44- —
— EXISTING CONTOUR LINE
48
EXISTING CONTOUR LINE
TREE TO BE REMOVED
TEMPORARY TREE PROTECTION
- EXISTING TEMPORARY SILT FENCE
— -- --
LOD
— EXISTING LIMITS OF DISTURBANCE
TEMPORARY SILT FENCE
LOD
LIMITS OF DISTURBANCE
SILT FENCE TO BE REMOVED
DITCH PREVIOUSLY FILLED
TREE PREVIOUSLY REMOVED
FEB 2 0 2004
DWQ
PROD #
Dd 1ee4 M 14ft
ROB/
;uERAI:��I t P
.3;ON OF C.
ParmIt ew o_. o_
GRAPHIC SCALE
60 0 30 60 120
1 Inch = 60 Feet
REV. NOJ DESCRIPTION DATE
REMSIONS
PROJECT MANAGER
MNH
DRAWING SCALE
1'• 60'
909 MARKET STREET
WILMINGTON, NC 28401
vw [phone]
DICKSON Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAWN BY
MNH
PROJECT DATE
JAN, 2004
BIDDING
APPROVED BY
MNH
PROJECT NUMBER
30559.00.WL
CONSTRUCTION
FILE NAME
PHASE II EROS.
PLOT DATE
02/20/04
RECORD DWG.
SEAL
197 .2
, z� L' v
GILBANE CONSTRUCTION, CO.
2530 MERIDIAN PARKWAY, SUITE 200
DURHAM, NC 27713
TREE REMOVAL, EROSION, AND
SEDIMENT CONTROL PLAN
FOR
SITE PREPARATION
1

0
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EL
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oft
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FLAN VIEW
50' MIN. -
6" DIVERSION TO DIRECT RUNOFF FROM R/W
SECTION VIEW
VIEW
TEMPORARY
CONSTRUCTION ENTRANCE
NOT TO SCALE
VARIES AS DIRECTED BY ENGINEER (6' MAX.)
TOP STRAND MIN. #10 GUAGE-7 STAY WIRES MIN. #12-1/2 GUAGE
BOTTOM STRAND MIN. 110 GUAGE
NOTES:
1. WIRE SHALL BE A MINIMUM OF 32" IN
WIDTH AND SHALL HAVE A MINIMUM OF 6
LINE WIRES W/12" STAY SPACING
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 POSS SHALL BE V 0" 1N HEIGHT
AND BE OF SELF FASTENER ANGLE
STEEL TYPE
4. WOOD POSTS SHALL BE A MINIMUM OF 6'
IN HEIGHT AND 3" OR MORE IN DIAMETER
WIRE FABRIC SHALL BE FASTENED TO WOODEN
POST WITH NOT LESS THAN #9 WIRE STAPLES
1-1/2" LONG
STEEL OR WOOD POST
FILTER FABRIC
FILL SLOPE
GROUND LINE iv
I
6" lV
1 MIN.
ANCHOR FILTER FABRIC SKIRT
AS DIRECTED BY THE ENGINEER
GUIDELINES FOR TEMPORARY SILT FENCE DETAIL
NOT TO SCALE
SILT FEN
DITCH PLUG DETAIL
NOT TO SCALE
DRIPLINE-
PROTECTIVE BARRIER -
CS
3' MIN. STAKE
HEIGHT ABOVE
GRADE
L L I/
NOTE:
TREES TO BE SAVED WALL 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
. ^�—_�_ !f
EROSION CONTROL AND SEQUENCE
OF CONSTRUCTION NOTES:
1. CONSTRUCT TEMPORARY GRAVEL CONSTRUCTION ENTRANCES AND INSTALL ALL TEMPORARY
SILT FENCES.
2. CLEAR AND REMOVE FROM SITE ALL TREES, ROOTS, ROOT MAT, ETC. FROM THE AREA
WITHIN DESIGNATED CLEARING LIMITS.
3. PLANT GRASS OVER ALL GRADED AREAS WITHIN 15 DAYS OF CEASE OF ANY GRADING
ACTIVITY.
4. 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
5. DURING GRADING AND AFTER GRADING HAS BEEN COMPLETED, CONTRACTOR SHALL CONTINUE TO
MAINTAIN PERMANENT AND TEMPORARY EROSION CONTROL MEASURES UNTIL FINAL INSPECTION
AND APPROVAL BY THE 'NEW HANOVER COUNTY ENGINEERING DEPARTMENT.
6, WATER, FERTILIZE, MOW AND MAINTAIN SPRIGGED, SODDED AND PLANTED AREAS UNTIL FINAL
APPROVAL BY NEW HANOVER COUNTY.
GENERAL 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 NTH 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.
MAINTENANCE PLAN
1. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR STABILITY AND
OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT IN NO CASE LESS THAN
ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BE MADE IMMEDIATELY TO MAINTAIN ALL
PRACTICES AS DESIGNED.
2. ALL CONSTRUCTION ENTRANCES WILL BE PERIODICALLY TOP DRESSED WITH AN ADDITIONAL
2 INCHES OF /4 STONE TO MAINTAIN PROPER DEPTH. ANY SEDIMENT THAT IS TRACKED
INTO THE STREET WILL BE IMMEDIATELY REMOVED.
3. SEDIMENT WILL BE REMOVED BEHIND THE SEDIMENT FENCE WHEN IT BECOMES
0.5 FEET DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE REPAIRED AS NECESSARY
TO MAINTAIN A BARRIER. SILT FENCE STAKES WILL BE SPACED 6 FEET APART UNLESS
A WIRE BACKING IS USED WITH 8 FOOT STAKE SPACING.
4. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND MULCHED
ACCORDING TO SPECIFICATIONS IN THE VEGETATIVE PLAN TO MAINTAIN A VIGOROUS,
DENSE VEGETATIVE COVER.
STABILIZATION NOTES
1. ALL DISTURBED AREAS WILL BE STABILIZED WITHIN 15 DAYS OF CEASE OF ANY
PHASE OF ACTIVITY. THIS INCLUDES SLOPES, SWALES, STOCKPILES, AND ANY OTFIER
UNSTABILIZED AREAS.
PERK,IANENT SEEDING SCHEDULE — MIXTUR . 5CP
Seeding Mixture
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
1 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
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 TD EXTEND
BEYOND JUNE.
Seeding dates
MOUNTAINS — ABOVE 2500 FT: FEB. 15—MAY 15
BELOW 2500 FT: FEB. 1—MAY 1
PIEDMONT — JAN. 1—MAY 1
COASTAL PLAIN — DEC.1—APR. 15
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.
c
PROJECT 11ANAGER
MNH
DRAWNG SCALE
NTS
909 MARKET STREET
VOK WILMINGTON, NC 28401
[phone]
D' N"O N Office Locations:
community infrastructure consultants North Carolina Georgia
South Carolina Florida
RELEASED FOR
DATE
APPROVALS
DRAWN BY
CHB
PROJECT DATE
JAN, 2004
BIDDING
APPROVED BY
MNH
PROJECT NUMBER
30559.00.WL
CONSTRUCTION
_
FILE NAME
PHASE 11 ERGS.
PLOT DATE
2/20/04
RECORD DWG
W
�0,jc,
SEAL
97,42
Ai
GILBANE CONSTRUCTION, CO.
2530 MERIDIAN PARKWAY, SUITE 200
DURHAM, NC 27713
TREE REMOVAL, EROSION, AND
SEDIMENT CONTROL PLAN
FOR
SITE PREPARATION