03082017 March 8 2017 TRC Agenda PackagePage 1 of 3
TECHNICAL REVIEW COMMITTEE MEETING
MARCH 8, 2017
New Hanover County’s Technical Review Committee (TRC) will meet on Wednesday, March 8, 2017
at 2:00 p.m. in the Lucie Harrell Conference Room (601), New Hanover County Government
Center, 230 Government Center Drive, to review the following:
2:00 p.m. Item 1: Westview @ River Oaks (Performance Re-Approval) – Request by
Signature River Oaks NC, Ltd for TRC to consider preliminary site plan re-approval
of a 22 lot single family enclave located near the 8000 block of River Road, east
side.
Westview History
TRC preliminarily approved the site plan in April, 2014.
Preliminary site plans are valid for a period of two (2) years unless a final plat
for all or a portion of the project has been submitted, reviewed, and approved
by the County.
A final plat for phase 1 of the project was submitted for review in February,
2017.
Westview Preliminary Re-Approval Request (attachments included)
No design changes have made since original preliminary site plan approval
Work completed to date includes: water & sewer lines, other utilities, curbing,
grading and paving
Utilities have been approved by Aqua of North Carolina
Current wetlands permit in place
The required lift station should be completed within 60 days
NCDOT has released bond on off-road improvements
Westview Site Plan Data
Zoning District: R-15 Residential
Water Service: Private (Aqua of NC)
Sewer Service: Private (Aqua of NC)
Lots: 22
Acreage: 21.72
Transportation Impact: None
Access: River Oaks Drive & River Road
(Public)
Road Designation: Private
Conservation Resources: Yes – WSF (Swamp Forest)
Comp Plan Future Land Use: General Residential (adopted ’16)
Page 2 of 3
Required Conditions of April, ’14 Plan Approval
No gates, traffic calming devices or on-street parking permitted unless reviewed
by TRC.
Active recreation space will require a fee in lieu.
An approved water and sewer capacity letter is needed from Aqua of North
Carolina.
2:20 p.m. Item 2: The Oaks at Anchors Bend (Performance) – Request by Raleigh-
Wilmington Investors, LLC for TRC to consider preliminary plat for a 39 lot single
family subdivision located near the 2400 block of Middle Sound Loop Road.
The Oaks at Anchors Bend History
The property was rezoned to (CZD) R-20 in January in order to develop the
proposed performance residential subdivision.
The Board of Commissioners placed the following conditions on the approval:
1. Duplex, multi-family, and mobile home housing shall be prohibited.
2. Impervious coverage shall not exceed 30% of the site.
3. In addition to meeting the county and state stormwater requirements, the
development shall incorporate Low Impact Development (LID) techniques
as described in the City of Wilmington/New Hanover County LID
Guidance Manual, and qualify as a LID project as determined by the
County’s Technical Review Committee (TRC).
4. Existing vegetation located within the proposed open space areas shall
be preserved to the maximum extent practicable, and only be removed
in order to install necessary infrastructure needed to comply with
applicable county and state regulations.
5. A 20 foot access easement shall be dedicated to the County along
Middle Sound Loop Road for the purpose of installing a future
pedestrian facility.
Westview Site Plan Data
Zoning District: (CZD) R-20, Conditional Residential
Water Service: CFPUA
Sewer Service: CFPUA
Lots: 39
Acreage: 20.7
Transportation Impact: None
Access: Middle Sound Loop Road (Public)
Road Designation: Private
Conservation Resources: None
Comp Plan Future Land Use: General Residential (adopted ’16)
Page 3 of 3
Potential Conditions of Approval
The development must qualify as a LID project prior to preliminary plat
approval.
A tree mitigation plan must be submitted prior to final plat approval.
Development must obtain a NCDOT driveway permit.
Must comply with all other local, State, and Federal requirements.
NO
R
T
H
No.
License #
Revision Designer
Drawn By
DateBy Scale
Date
Job No.
PREPARED FOR:Sheet No.WEST VIEW AT RIVER OAKS SIGNATURE RIVER OAKS NC, LTD
4307 PEEBLE DRIVE
WILMINGTON, NC 28402
713-822-3891WilmingtonNew Hanover County North Carolina C-1
GRAPHIC SCALE
1 inch = 30 ft.
30 0153060
NO
R
T
H
No.
License #
Revision Designer
Drawn By
DateBy Scale
Date
Job No.
PREPARED FOR:Sheet No.WEST VIEW AT RIVER OAKS SIGNATURE RIVER OAKS NC, LTD
4307 PEEBLE DRIVE
WILMINGTON, NC 28402
713-822-3891WilmingtonNew Hanover County North Carolina C-2
GRAPHIC SCALE
1 inch = 30 ft.
30 0153060
The Oaks at Anchors Bend – Performance Residential Development
Page | 1
NEW HANOVER COUNTY
DEPARTMENT OF PLANNING & LAND USE Chris O’Keefe, AICP
230 Government Center Drive, Suite 110 Director
Wilmington, North Carolina
Telephone (910) 798-7165 Ken Vafier, AICP
FAX (910) 798-7053 Manager
planningdevelopment.nhcgov.com
To: Allison Engebretson, RLA – Paramounte Engineering
Jon Vincent – Raleigh-Wilmington Investors, LLC
From: Brad Schuler, AICP
Current Planner
Date: March 3, 2017
Subject: The Oaks at Anchors Bend – TRC Review – Performance Residential Development
The following comments have been received for the March 8, 2017 TRC meeting. Please resubmit
a PDF of the proposed site plan addressing the applicable comments by Tuesday, March 7th. An
agenda of the TRC meeting will be sent to you once it is completed.
Planning, Brad Schuler 910-798-7444
1. As conditioned by the Board of Commissioners, the development must qualify as a Low
Impact Development (LID) as determined by the TRC. Please submit the LID application and
supporting documentation. The TRC must approve the LID design prior to approving the
preliminary plat.
2. Please provide a tree mitigation plan for the significant trees that will be removed.
Mitigation may be provided by either planting additional trees or by paying a fee into the
County’s tree bank.
3. Please provide the Jurisdictional Determination from the US Army Corps of Engineers.
4. Please add the development type “Performance Residential” into the title block.
5. What is the status of Loftin Drive? Will it be abandoned, and will access improvements be
made to the lots currently using the road? NCDOT previously stated “Road A” may not be
meeting the driveway separation requirements in regards to its location to Loftin Drive.
6. Please clarify the property lines of lot 1. Does it include the 20’ pedestrian access
easement?
Engineering, Jim Iannucci, P.E. 910-798-7142
1. Low Impact Development (LID) application and plan need to be provided. At a minimum, a
narrative describing what LID techniques will be used. Subdivision must be approved for
LID by TRC before it can be approved as a preliminary plan. All stormwater controls shown
do not appear to incorporate LID techniques.
2. LID techniques must be written into the covenants with a maintenance plan for upkeep.
The Oaks at Anchors Bend – Performance Residential Development
Page | 2
3. 10 foot utility easement must be included along all lots.
4. 10 foot access must be provided around all stormwater ponds.
5. The subdivision name on the Private Road cert must be corrected.
Engineering (Erosion Control), Beth Wetherill 910-798-7432
1. A land disturbance permit is required. Fees are $150 per lot which are due prior to plat
recordation.
Fire Services, David Stone 910-798-7458
1. Remove Hydrant at lot 19/20. (A hydrant this far into a Cul-de-sac is not practical for fire
suppression operations)
2. Relocate Hydrant at lot 10/11 lot 11/12. (Shifting this hydrant will ensure lots in the Cul-
de-sac are within required distance from a hydrant)
3. Place a hydrant at the intersection of Road A and Middle Sound Loop. (This will provide for
a hydrant to serve the homes at the beginning of the development)
MPO, Bill Mcdow 910-341-7819
1. The plan sets for this project are incomplete. Provide Demo Plan, Utility Plan, Storm Water,
Details Sheet and Landscaping Plan sheets for this project.
2. A NCDOT driveway permit will be required for this project.
3. A TIA will not be required for this project.
4. Provide approved street names for this project.
5. Please provide pedestrian access to the passive open space.
6. Please show Multi-Use path or Sidewalk along the frontage of Middle Sound Loop Road.
7. The proposed landscaping island in the Cul-De-Sacs must be accessible to Fire, Rescue and
Trash Truck Vehicles. A turning movement analysis may be required.
8. Provide the location of proposed street trees, street lights, and regulatory signs.
9. Show standard NCDOT 10’X70’ sight distance triangles at subdivision intersections.
10. Show elevations, and grades for the proposed storm drainage system.
Cape Fear Public Utility Authority, Bernice Johnson 910-332-6620
1. Utility Plan review required by CFPUA.
2. CFPUA water and sewer available (existing waterline location will need to be verified to
determine if main line extension will be required).
3. Capacity is available at PS-146 (Falcon Pointe) and PS-141 (Buckeye).
4. DWQ permit application will require a Planning FTSE; as we are working towards
incremental capacity upgrades in Pump Station 89 (Smith Creek).
5. Capacity is also dependent on the analysis of the pipe collection system (gravity and force
mains).
6. A capacity determination can be provided upon submittal of the NC DWQ FTA/FTSE
Application Form and a Preliminary Plan, this determination does not guarantee capacity.
7. Capacity is issued to projects on a first come, first serve basis, when capacity is available,
the plans meet Authority requirements, and the NC DWQ FTA/FTSE forms are signed by
the Authority.
The Oaks at Anchors Bend – Performance Residential Development
Page | 3
New Hanover Soil & Water, Dru Harrison
The soils are predominantly Lakeland sand (La), Leon sand (Le), Murville fine sand (Mu), and
Seagate fine sand (Se).
According to the booklet, , “Wilmington/New Hanover Classification of soils for Septic Tank
Suitability, Lakeland is Class I soils, Seagate is Class II soils, and Leon and Murville are Class III
soils.
The Soil Survey of New Hanover County lists Lakeland as excessively drained, as well drained,
Seagate as somewhat poorly drained, Leon as poorly drained, and Murville as very poorly
drained.
Leon and Murville are on the New Hanover County Hydric Soils A list which means they are possibly
wetland areas and subject to regulation under the Clean Water Act. Seagate is on the Hydric Soils
B list, which means it may contain areas of wetland. It should be noted, according to the Soil Survey
of New Hanover County, the limitation for dwellings with or without basements and for small
commercial buildings is severe for all of the soils on this site. The limitations are due to flooding
and/or wetness. An adequate drainage and maintenance plan is needed for suitable housing.
The U.S. Army Corps of Engineers has federal jurisdiction over 404 Permits and the NCDEHNR,
Dept. of Water Quality, has state jurisdiction over 401 Permits under the Clean Water Act. Before
disturbing possible wetland areas, developers should contact these agencies to stay in compliance
with State and Federal regulations.
We encourage you to incorporate Low Impact Development Strategies, such as stormwater
wetlands, as outlined in the New Hanover County/City of Wilmington LID manual. You can access
the manual online by visiting the NHC Planning Department’s website and clicking on the Low Impact
Development tab.
The Oaks at Anchors Bend – Performance Residential Development
Page | 4
Emergency Services, Steve Still
No Comments
E911, Debora Cottle
No Concerns
Planning (Addressing), John Townsend 910-798-7443
1. Does not connect to the existing Anchors Bend development. E911 said this presents response
issues.
o Please provide another subdivision name.
2. Provide unduplicated street names for Road A and Road B
NCDEMLR, Linda Lewis 910-796-7343
It is difficult to offer any comments with the onset of the 2017 coastal rules. I don’t know how
Paramounte plans to get the site permitted. If it’s via the new Fast Track process, they will only
submit minimal information up front to get the “Authorization to Construct” and we’ll issue the final
permit on the back end after we receive all the as-built information and conduct a compliance
inspection. The fast track process requires compliance with the 2017 Minimum Design Criteria
(MDC).
The disturbed area listed on the plans is almost 17 acres, so a stormwater permit will be needed.
And it appears to be high density due to the extent of piping. They are showing wet ponds and
infiltration basins on the site, so the intent appears to be to treat that runoff.
NCDOT, Kirsten L. Spirakis 910-251-2655
These preliminary comments are based on the plans as submitted for the proposed site and are
subject to further review upon receipt of any additional information. Subsequently, additional
comments and/or requirements may be necessary for this site.
1. A NCDOT Driveway Permit is required. Submit a plan in accordance with pages 14 and 15
of the Policy on Street and Driveway Access to North Carolina Highways to include access
locations within 500’ of the proposed access on both sides of the State road. Submit to the
local NCDOT District Engineer’s Office.
2. A NCDOT Encroachment Agreement is required for any utility connections or installation
within NCDOT right-of-way. Exceptions granted for short side taps that will require no
pavement cut or excavation within the 1:1 slope as it relates to existing edge of pavement.
3. If the developer anticipates adding or petitioning for addition of this subdivision to the state
system, all roads/streets shall be designed and constructed in conformance with the current
North Carolina Department of Transportation Subdivision Roads Minimum Construction
Standards. Contact the District Engineers office with regards to submittals, telephone
910.251.2655.
4. It is necessary to provide 425 feet of sight distance on the southwest approach of Middle
Sound Loop Road. Provide this information on the plan sheet.
The Oaks at Anchors Bend – Performance Residential Development
Page | 5
New Hanover County Schools, Marion Brill
School Total
Capacity
w/Mobiles +/- Capacity
Castle
Hayne 591 509 82
Eaton 562 466 96
Ogden 708 599 109
Noble 857 640 217
Laney 2221 1733 488
Comments not received from:
U.S. Army Corps of Engineers
COORDINATIONNOTES:
1.THECONTRACTORISREQUIREDTOOBTAINANY/ALLPERMITSREQUIREDFORCONSTRUCTIONOFTHESEPLANS.
2.ALLCONSTRUCTIONTOBEINACCORDANCEWITHPERMITSISSUEDANDWITHNEWHANOVERCOUNTY,ANDTHE
STATEOFNORTHCAROLINA.
3.THECONTRACTORISTOESTABLISHANDCHECKALLHORIZONTALANDVERTICALCONTROLSTOBEUSEDWITHTHE
PROJECT.INADDITION,THECONTRACTORISTOCOMPUTETHELAYOUTOFTHEENTIRESITEPLANINADVANCEOF
BEGINNINGANYWORKASSOCIATEDWITHTHESUBJECTPLANS.CONTRACTORSHALLEMPLOYAPROFESSIONAL
SURVEYORTOPERFORMSITEIMPROVEMENTSTAKEOUT(S).
4.ANYTIMEWORKISPERFORMEDOFF-SITEORWITHINANEXISTINGEASEMENT,THECONTRACTORISTONOTIFYTHE
HOLDEROFSAIDEASEMENTASTOTHENATUREOFPROPOSEDWORK,ANDTOFOLLOWANYGUIDELINESOR
STANDARDSWHICHAREASSOCIATEDWITHORREFERENCEDINTHERECORDEDEASEMENT.
5.CONTRACTORSHALLREFERTOARCHITECTURALDRAWINGSBYOTHERSFORALLBUILDINGDIMENSIONSAND
DETAILS.
GENERALNOTES:
1.ANEXISTINGCONDITIONSANDTOPOGRAPHICSURVEYWASCOMPLETEDBYPARAMOUNTEENGINEERING,INC.
THESURVEYSHALLBEFIELDVERIFIEDBYCONTRACTORANDANYDISCREPANCIESREPORTEDTOTHEOWNER,
OWNERSREPRESENTATIVEAND/ORENGINEERIMMEDIATELY.
2.REASONABLECAREHASBEENEXERCISEDINSHOWINGTHELOCATIONOFEXISTINGUTILITIESONTHEPLANS.
THEEXACTLOCATIONOFALLEXISTINGUTILITIESISNOTKNOWNINALLCASES.THECONTRACTORSHALL
EXPLORETHEAREAAHEADOFDITCHINGOPERATIONSBYOBSERVATIONS,ELECTRONICDEVICES,HAND
DIGGINGANDBYPERSONALCONTACTWITHTHEUTILITYCOMPANIES.INORDERTOLOCATEEXISTINGUTILITIES
INADVANCEOFTRENCHINGOPERATIONSSOASTOELIMINATEORMINIMIZEDAMAGETOEXISTINGUTILITIES.
THECONTRACTORSHALLBERESPONSIBLEFORALLCOSTSRESULTINGFROMANYDAMAGETOTHEEXISTING
UTILITYLINESINCLUDINGLOSSOFUTILITYREVENUES.CONTRACTORSHALLARRANGEFORTEMPORARY
SUPPORTOFEXISTINGUTILITIES,SUCHASPOLES,CONDUITS,FIBEROPTICCABLES,TELEPHONECABLES,
WATERLINES,ETC.
3.CONTRACTORSHALLCOMPLYWITHTHELATESTREVISIONSANDINTERPRETATIONSOFTHEDEPARTMENT
OFLABORSAFETYANDHEALTHREGULATIONSFORCONSTRUCTIONPROMULGATEDUNDERTHE
OCCUPATIONALSAFETYANDHEALTHACT.
4.CONTRACTORSHALLPLANANDCONSTRUCTWORKSOASTOCAUSEMINIMUMINCONVENIENCETOTHE
OWNERANDTHEPUBLIC.THECONTRACTORSHALLPROVIDE,ERECTANDMAINTAINATALLTIMESDURING
THEPROGRESSORTEMPORARYSUSPENSIONOFWORK,SUITABLEBARRIERS,FENCES,SIGNSOROTHER
ADEQUATEPROTECTION,INCLUDINGFLAGMENANDWATCHMENASNECESSARYTOINSURETHESAFETYOF
THEPUBLICASWELLASTHOSEENGAGEDINTHECONSTRUCTIONWORK.CONSTRUCTIONSIGNINGSHALL
BEINACCORDANCEWITHTHELATESTEDITIONOF"CONSTRUCTIONANDMAINTENANCEOPERATIONS
SUPPLEMENTTOTHEMANUALONUNIFORMTRAFFICCONTROLDEVICES"BYTHEDOT.
5.ALLMATERIALCLEAREDORDEMOLISHEDBYTHECONTRACTORINORDERTOCONSTRUCTTHEWORK
SHALLBECOMETHEPROPERTYOFTHECONTRACTORANDSHALLBEPROPERLYDISPOSEDOFOFF-SITE.
6.ALLWORKBYTHECONTRACTORSHALLBEWARRANTEEDBYTHECONTRACTORFORAPERIODOFONE
YEARAFTERTHEOWNERACCEPTSTHEWORK.
7.CONTRACTORSHALLCALLNORTHCAROLINA811AT"811"ANDALLOWTHECENTERTOLOCATE
EXISTINGUTILITIESBEFOREDIGGING.
SITENOTES:
1.ANYDISCREPANCYINTHISPLANANDACTUALFIELDCONDITIONSSHALLBEREPORTEDTOTHEOWNERPRIORTO
STARTOFCONSTRUCTION.GENERALCONTRACTORSHALLBERESPONSIBLEFORVERIFICATIONOFALLSETBACKS,
EASEMENTSANDDIMENSIONSSHOWNHEREONBEFOREBEGINNINGCONSTRUCTION.
2.CONTRACTORSHALLMAINTAINTHESITEINAMANNERSOTHATWORKMENANDPUBLICSHALLBEPROTECTEDFROM
INJURY,ANDADJOININGPROPERTYPROTECTEDFROMDAMAGE.
3.ACCESSTOUTILITIES,FIREHYDRANTS,STREETLIGHTING,ETC.,SHALLREMAINUNDISTURBED,UNLESS
COORDINATEDWITHTHERESPECTIVEUTILITY.
4.DONOTSCALETHISDRAWINGASITISAREPRODUCTIONANDSUBJECTTODISTORTION.
5.THEGENERALCONTRACTORSHALLREMOVEALLDEBRISFROMTHESITEUPONCOMPLETIONOFTHEPROJECTAND
ATLEASTONCEAWEEKDURINGCONSTRUCTION.
6.THEGENERALCONTRACTORSHALLKEEPTHEAREAOUTSIDETHE"CONSTRUCTIONLIMITS"BROOMCLEANATALL
TIMES.
7.ALLUTILITIESTOSERVICEPROPOSEDSTRUCTURESHALLBEUNDERGROUNDONSITE.
8.ALLSTREETSURFACES,DRIVEWAYS,CULVERTS,CURBANDGUTTERS,ROADSIDEDRAINAGEDITCHESANDOTHER
STRUCTURESTHATAREDISTURBEDORDAMAGEDINANYMANNERASARESULTOFCONSTRUCTIONSHALLBE
REPLACEDORREPAIREDINACCORDANCEWITHTHESPECIFICATIONS.
9.CONTRACTORSHALLMAINTAINAN"AS-BUILT"SETOFDRAWINGSTORECORDTHEEXACTLOCATIONOFALLPIPING
PRIORTOCONCEALMENT.DRAWINGSSHALLBEGIVENTOTHEOWNERUPONCOMPLETIONOFTHEPROJECTWITHA
COPYOFTHETRANSMITTALLETTERTOTHEENGINEER.
10.IFDEPARTURESFROMTHESPECIFICATIONSORDRAWINGSAREDEEMEDNECESSARYBYTHECONTRACTOR,DETAILS
OFSUCHDEPARTURESANDREASONSTHEREOFSHALLBEGIVENTOTHEOWNERFORREVIEW,NODEPARTURES
FROMTHECONTRACTDOCUMENTSHALLBEMADEWITHOUTTHEPERMISSIONOFTHEOWNER,THECITYOF
GOLDSBORO,ORWAYNECOUNTYRESPECTIVELY.
11.CONTRACTORSHALLVERIFYLOCATIONANDELEVATIONOFALLUNDERGROUNDUTILITIES.THELOCATIONOFALL
EXISTINGUTILITIESARENOTNECESSARILYSHOWNONPLANSANDWHERESHOWNAREONLYAPPROXIMATE.THE
CONTRACTORSHALLONHISINITIATIVEANDATNOEXTRACOSTHAVELOCATEDALLUNDERGROUNDLINESAND
STRUCTURESASNECESSARY.NOCLAIMSFORDAMAGESOREXTRACOMPENSATIONSHALLACCRUETOTHE
CONTRACTORFROMTHEPRESENCEOFSUCHPIPEOTHEROBSTRUCTIONSORFROMDELAYDUETOREMOVALOR
REARRANGEMENTOFTHESAME.THECONTRACTORSHALLBERESPONSIBLEFORANYDAMAGETOUNDERGROUND
STRUCTURES.CONTACT"NORTHCAROLINA811"CALL811ATLEAST48HOURSPRIORTOCONSTRUCTION.THE
CONTRACTORISRESPONSIBLEFORCONTACTINGALLNON-SUBSCRIBINGUTILITIES.
12.THECONTRACTORSHALLOBTAINANDPAYFORALLINSPECTIONS,CERTIFICATIONS,EQUIPMENT,ETC.,THATMAYBE
REQUIRED.
13.THEENGINEERAND/OROWNERDISCLAIMANYROLEINTHECONSTRUCTIONMEANSANDMETHODSASSOCIATEDWITH
THEPROJECTASSETFORTHINTHESEPLANS.
14.ALLPARKINGLOTDIMENSIONSAREFROMFACEOFCURBUNLESSNOTEDOTHERWISE.
15.LANDSCAPEPLANTINGSATENTRANCE/EXITSWILLBEINSTALLEDANDMAINTAINEDSOASNOTTOINTERFEREWITH
SIGHTDISTANCENEEDSOFDRIVERSINTHEPARKINGAREAANDATENTRANCE/EXITLOCATIONSPERLOCAL
STANDARDS.
16.SEEDINGTOBEINSTALLEDTOLOCALREQUIREMENTS&STANDARDPRACTICES.
17.ALLDIMENSIONSANDRADIIARETOOUTSIDEFACEOFBUILDINGORTOFACEOFCURBUNLESSOTHERWISENOTED.
Maintenance
SeedingMixture
SoilAmendments
SeedingDates
Mulch
PERMANENTSEEDINGSCHEDULE-MIXTURE5CP
Maintenance
Seedingdates
Soilamendments
Mulch
TEMPORARYSEEDING-LATEWINTER/EARLYSPRING
SeedingMixture
WINTERANDEARLYSPRING
SUMMER
FALL
REFERTILIZEIFGROWTHISNOTFULLYADEQUATE.RESEED,REFERTILIZE
ANDMULCHIMMEDIATELYFOLLOWINGEROSIONOROTHERDAMAGE.
APPLY4,000LB/ACRESTRAW.ANCHORSTRAWBYTACKINGWITHASPHALT,NETTINGORA
MULCHANCHORINGTOOL.ADISKWITHBLADESSETNEARLYSTRAIGHTCANBEUSEDASA
MULCHANCHORINGTOOL.
FOLLOWRECOMMENDATIONSOFSOILTESTSORAPPLY2,000LB/ACREGROUND
AGRICULTURALLIMESTONEAND750LB/ACRE10-10-10FERTILIZER.
COASTALPLAIN-DEC.1-APR.15-LATEWINTERANDEARLYSPRING
APRIL15-AUG.15-SUMMER
AUG.15-DEC.30-FALL
SPECIES
CENTIPEDEGRASS
RATE(LB/ACRE)
10-20
MARCH-JUNE
APPLYLIMEANDFERTILIZERACCORDINGTOSOILTESTS,ORAPPLY
300LB/ACRE10-10-10FERTILIZER.
DONOTMULCH.
FERTILIZEVERYSPARINGLY--20LB/ACRENITROGENINSPRINGWITHNOPHOSPHORUS.
CENTIPEDEGRASSCANNOTTOLERATEHIGHPHOREXCESSFERTILIZER.
SPECIES
RYE(GRAIN)
ANNUALLESPEDEZA(KOBEINPIEDMONTAND
COASTALPLAIN,KOREANINMOUNTAINS)
RATE(LB/ACRE)
120
50
OMITANNUALLESPEDEZAWHENDURATIONOFTEMPORARYCOVERISNOT
TOEXTENDBEYONDJUNE.
SPECIES
GERMANMILLET
SPECIES
RYE(GRAIN)
RATE(LB/ACRE)
40
RATE(LB/ACRE)
120
DEMOLITIONNOTES
1.CONTRACTORISTOWALKTHESITEANDBECOMEFAMILIARWITHTHESCOPEOFDEMOLITION
REQUIRED.ALLDEMOLITIONWORKREQUIREDTOCONSTRUCTNEWSITEIMPROVEMENTSWILLBE
PERFORMEDBYTHECONTRACTORANDWILLBECONSIDEREDUNCLASSIFIEDEXCAVATION.
2.DEMOLITIONSHALLINCLUDEBUTISNOTLIMITEDTOTHEEXCAVATION,HAULINGANDOFFSITEDISPOSALOF
CONCRETEPADS,CONCRETEDITCHES,FOUNDATIONS,SLABS,STEPS,ANDSTRUCTURES;ABANDONED
UTILITIES,BUILDINGS,PAVEMENTSANDALLMATERIALSCLEAREDANDSTRIPPEDTOTHEEXTENT
NECESSARYASDIRECTEDBYTHESOILSENGINEERFORTHEINSTALLATIONOFTHENEWIMPROVEMENTS
ANDWITHINTHELIMITSOFCLEARINGANDGRADINGANDASSHOWNONTHESEPLANS.
3.THECONTRACTORSHALLPROTECTALLADJACENTPROPERTY,STRUCTURESANDUTILITIESONTHE
PROPERTYNOTTOBEDEMOLISHED.DAMAGETOPROPERTIESOFOTHERSDUETOTHECONTRACTOR'S
ACTIVITIESSHALLBEREPLACEDINKINDBYTHECONTRACTORATNOCOSTTOOWNER.
4.ELECTRIC,TELEPHONE,SANITARYSEWER,WATERANDSTORMSEWERUTILITIESTHATSERVICEOFF-SITE
PROPERTIESSHALLBEMAINTAINEDDURINGTHECONSTRUCTIONPROCESSBYTHECONTRACTOR.
5.THECONTRACTORSHALLPRODUCEAPHOTOGRAPHICRECORD(DIGITAL)OFDEVELOPMENTCOMMENCING
WITHARECORDOFTHESITEASITAPPEARSBEFOREDEMOLITIONHASBEGUN.AFTERWARDS,A
PHOTOGRAPHICRECORDSHALLBEMAINTAINEDWEEKLYDURINGCONSTRUCTIONANDENDINGWITHA
PHOTOGRAPHICRECORDOFTHEDEVELOPMENTASITAPPEARSAFTERDEMOLITION.THISRECORDSHALL
BEDELIVEREDTOTHEOWNER.
6.EXISTINGCURBANDGUTTER,LIGHTS,SIDEWALK,ANDUTILITIESNOTINTENDEDFORDEMOLITIONSHALLBE
MAINTAINED,PROTECTEDANDUNDISTURBEDDURINGDEMOLITION.
7.ALLEXISTINGIMPROVEMENTSINDICATEDORREQUIREDTOBEDEMOLISHEDSHALLINCLUDEREMOVAL
FROMTHEPROPERTYANDPROPERDISPOSAL.
8.CONTRACTORSHALLCOORDINATERELOCATIONOFALLEXISTINGOVERHEADANDUNDERGROUND
UTILITIESINCLUDINGCABLE,GAS,TELEPHONEANDELECTRICANDANYOTHERUTILITIESTHROUGHTHE
SITEWITHTHERESPECTIVECOMPANIES.
9.PROVIDESMOOTHSAWCUTOFEXISTINGPAVEMENTS,CURBSANDGUTTERSANDSIDEWALKSTOBE
DEMOLISHED.
10.ALLDEMOLITIONWORKSHALLBEDONEINSTRICTACCORDANCEWITHLOCAL,STATEANDFEDERAL
REGULATIONSASWELLASOSHAREGULATIONS.
11.EXISTINGFIREHYDRANTSARETOREMAININSERVICE.
12.INFORMATIONCONCERNINGUNDERGROUNDUTILITIESWASOBTAINEDFROMAVAILABLERECORDS,BUT
THECONTRACTORMUSTDETERMINETHEEXACTLOCATIONANDELEVATIONSOFTHEMAINSBY
DIGGINGTESTPITSBYHAND.
ROOFDRAINNOTE:
1.PROPOSEDBUILDINGSHALLDIVERTROOFDRAINAGETOSTORMWATERCOLLECTION
SYSTEMVIAROOFGUTTERSANDLEADERS.
EXISTINGUTILITYNOTES
1.ITISTHERESPONSIBILITYOFTHEGENERALCONTRACTORTOVERIFYTHEACTUALLOCATIONAND
AVAILABILITYOFALLEXISTINGANDPROPOSEDUTILITIESINTHE
FIELDPRIORTOGROUNDBREAKING.
2.EXISTINGUTILITIESANDSTRUCTURESSHOWN,BOTHUNDERGROUNDANDABOVEGROUND,ARE
BASEDONAFIELDSURVEYANDTHEBESTAVAILABLERECORDDRAWINGS.THECONTRACTOR
SHALLFIELDVERIFYFIELDCONDITIONSPRIORTOBEGINNINGRELATEDCONSTRUCTION.ANY
DISCREPANCIESSHALLBEREPORTEDTOTHEOWNER'SREPRESENTATIVEIMMEDIATELY.
GENERALUTILITYNOTES
1.ALLSTORMSEWERSSHALLBECONSTRUCTEDINACCORDANCEWITHNEWHANOVER
COUNTYREQUIREMENTSASSPECIFIEDONTHEDRAWINGSANDINTHEPROJECT
SPECIFICATIONS.
2.BEDDINGFORALLSTORMSEWERPIPESHALLBEASSPECIFIEDONTHEDRAWINGS.
3.ALLSTORMSEWERPIPESSHOWNASRCPONTHEPLANSSHALLBEREINFORCED
CONCRETEPIPECONFORMINGTOASTMC-76,UNLESSINDICATEDOTHERWISEON
PLANS.
TRAFFICNOTES:
1.ALLPAVEMENTMARKINGSINPUBLICRIGHTS-OF-WAY&FORDRIVEWAY(S)ARETOBETHERMOPLASTIC&
MEETCITYAND/ORNCDOTSTANDARDS.
2.TRAFFICCONTROLDEVICES(INCLUDINGSIGNSANDPAVEMENTMARKINGS)INAREASOPENTO
PUBLICTRAFFICARETOMEETMUTCD(MANUALONUNIFORMTRAFFICCONTROLDEVICES)
STANDARDS.
3.ALLTRAFFICCONTROLSIGNSANDMARKINGSNOTWITHINTHEPUBLICRIGHT-OF-WAYARETOBE
MAINTAINEDBYTHEPROPERTYOWNER.
4.ALLPARKINGSTALLMARKINGSANDLANEARROWSWITHINTHEPARKINGAREASSHALLBEWHITE.
5.ANYBROKENORMISSINGSIDEWALKPANELSAND/ORCURBINGSHALLBEREPLACED.
8.TACTILEWARNINGMATSTOBEINSTALLEDATALLWHEELCHAIRRAMPS.
NCACCESSIBILITYNOTES:
GENERALNOTES:
1.SPECIALATTENTIONSHALLBEGIVENTOCOMPLIANCEWITHAMERICANSWITHDISABILITIESACT
(2010ADASTANDARDS),THENORTHCAROLINABUILDINGCODE/ANSIA117.1,ANDAPPLICABLE
LOCALLAWS®ULATIONS.
2.ITISESSENTIALTHATCONTRACTORSAREAWAREOFTHESITEACCESSIBILITYREQUIREMENTS.
PARAMOUNTEENGINEERING,INC.(PEI)HASDEVELOPEDTHESENOTESANDDETAILSTOASSURE
THATCONTRACTORSAREAWAREOFTHEREQUIREMENTSATTHEPOINTINTIMEWHENTHEYARE
BIDDINGTHEPROJECT.INADDITION,PEIHASMADEAPOINTINTHESENOTESANDDETAILS,AS
WELLASINOURDRAWINGS,TOPROVIDESLOPES/GRADESANDDIMENSIONSTHATCOMPLYWITH
THEAMERICANSWITHDISABILITIESACT(2010ADASTANDARDS),THENORTHCAROLINABUILDING
CODE/ANSIA117.1ANDAPPLICABLELOCALLAWS®ULATIONS.IFTHESESLOPES/GRADESAND
DIMENSIONSARENOTACHIEVABLE,THECONTRACTORISREQUIREDTOCONTACTTHEOWNER
IMMEDIATELYANDBEFOREMOVINGFORWARDWITHTHEWORK.
3.THECONTRACTORSHALLNOTIFYPEIIMMEDIATELYOFANYCONFLICTBETWEENTHESENOTES
ANDDETAILSANDOTHERPROJECTDRAWINGS,WHETHERBYPEIOROTHERS.THECONTRACTOR
SHALLNOTPROCEEDWITHTHEWORKFORWHICHTHEALLEGEDCONFLICTHASBEENDISCOVERED
UNTILSUCHALLEGEDCONFLICTHASBEENRESOLVED.NOCLAIMSHALLBEMADEBYTHE
CONTRACTORFORDELAYORDAMAGESASARESULTOFRESOLUTIONOFANYSUCHCONFLICT(S).
4.THESEACCESSIBILITYNOTESANDDETAILSAREINTENDEDTODEPICTSLOPEANDDIMENSIONAL
REQUIREMENTSONLY.REFERTOSIDEWALK,CURBING,ANDPAVEMENTDETAILSFORADDITIONAL
INFORMATION.
ACCESSIBLEROUTENOTES:
1.ATLEASTONEACCESSIBLEROUTESHALLBEPROVIDEDWITHINTHESITEFROMACCESSIBLE
PARKINGSPACESANDACCESSIBLEPASSENGERLOADINGZONES;PUBLICSTREETSORSIDEWALKS;
ANDPUBLICTRANSPORTATIONSTOPSTOTHEACCESSIBLEBUILDINGORFACILITYENTRANCETHEY
SERVE.
2.ATLEASTONEACCESSIBLEROUTESHALLCONNECTACCESSIBLEBUILDINGS,ACCESSIBLE
FACILITIES,ACCESSIBLEELEMENTS,ANDACCESSIBLESPACESTHATAREONTHESAMESITE.
3.WALKINGSURFACESTHATAREPARTOFANACCESSIBLEROUTESHALLHAVEAMAXIMUM
RUNNINGSLOPEOF5.0%ANDAMAXIMUMCROSSSLOPEOF2.0%.
4.ANYWALKINGSURFACETHATISPARTOFANACCESSIBLEROUTEWITHARUNNINGSLOPE
GREATERTHAN5.0%ISARAMPANDSHALLCOMPLYWITHTHEGUIDELINESFORRAMPSORCURB
RAMPS.
5.TRANSITIONSBETWEENRAMPS,WALKS,LANDINGS,GUTTERSORSTREETSSHALLBEFLUSHAND
FREEOFABRUPTVERTICALCHANGES(1/4INCHMAXIMUMVERTICALCHANGEINLEVELPERMITTED).
6.FLOORSURFACESSHALLBESTABLE,FIRMANDSLIPRESISTANT.
7.THEMINIMUMCLEARWIDTHOFEXTERIORACCESSIBLEROUTESSHALLBEFOURTY-EIGHT(48)
INCHESMINIMUMMEASUREDBETWEENHANDRAILSWHEREHANDRAILSAREPROVIDED(NC
BUILDINGCODE1104.1&1104.2).
8.WHEREANACCESSIBLEROUTEMAKESA180DEGREETURNAROUNDANOBJECTTHATISLESS
THANFORTY-EIGHT(48)INCHESINWIDTH,CLEARWIDTHSHALLBEFORTY-TWO(42)INCHES
MINIMUMAPPROACHINGTHETURN,FORTY-EIGHT(48)INCHESMINIMUMDURINGTHETURN,AND
FORTY-TWO(42)INCHESMINIMUMLEAVINGTHETURN.THECLEARWIDTHAPPROACHINGAND
LEAVINGTHETURNMAYBETHIRTY-SIX(36)INCHESMINIMUMWHENTHECLEARWIDTHATTHETURN
ISSIXTY(60)INCHESMINIMUM..*SEENOTE7ABOVEFORNCCLEARWIDTHOFEXTERIOR
ACCESSIBLEROUTES*
9.ANACCESSIBLEROUTEWITHACLEARWIDTHLESSTHANSIXTY(60)INCHESSHALLPROVIDE
PASSINGSPACESATINTERVALSOFTWOHUNDRED(200)FEETMAXIMUM.PASSINGSPACESSHALL
BEEITHERASIXTY(60)INCHMINIMUMBYSIXTY(60)INCHMINIMUMSPACE;ORANINTERSECTIONOF
TWO(2)WALKINGSURFACESTHATPROVIDEACOMPLIANTT-SHAPEDTURNINGSPACE,PROVIDED
THEBASEANDARMSOFTHET-SHAPEDSPACEEXTENDFORTY-EIGHT(48)INCHESMINIMUM
BEYONDTHEINTERSECTION.
10.DOORS,DOORWAYSANDGATESTHATAREPARTOFANACCESSIBLEROUTESHALLCOMPLY
WITHTHEAMERICANSWITHDISABILITIESACT(2010ADASTANDARDS),THENORTHCAROLINA
BUILDINGCODE/ANSIA117.1,ANDAPPLICABLELOCALLAWS®ULATIONS.
11.DIRECTIONALSIGNAGEINDICATINGTHEROUTETOTHENEARESTACCESSIBLEBUILDING
ENTRANCESHALLBEPROVIDEDATINACCESSIBLEBUILDINGENTRANCES.
12.WHEREPOSSIBLE,DRAINAGEINLETSSHALLNOTBELOCATEDONANACCESSIBLEROUTE.IN
THEEVENTTHATADRAINAGEINLETMUSTBELOCATEDONANACCESSIBLEROUTE,THEGRATE
SHALLCOMPLYWITHTHEAMERICANSWITHDISABILITIESACT(2010ADASTANDARDS),A117.1,THE
NCBUILDINGCODE,ANDAPPLICABLELOCALLAWS®ULATIONS
RAMPNOTES:
1.ANYPARTOFANACCESSIBLEROUTEWITHARUNNINGSLOPEGREATERTHAN5%SHALLBE
CONSIDEREDARAMP.
2.THEMAXIMUMRUNNINGSLOPEFORARAMPSHALLBE8.33%ANDTHEMAXIMUMCROSSSLOPE
SHALLBE2.0%.
3.THECLEARWIDTHOFANEXTERIORRAMPRUNSHALLBEFORTYEIGHTINCHES(NCBUILDING
CODE1104.1).WHEREHANDRAILSAREPROVIDEDONTHERAMPRUN,THECLEARWIDTHSHALLBE
MEASUREDBETWEENTHEHANDRAILS.
4.THERISEFORANYRAMPRUNSHALLBETHIRTY(30)INCHESMAXIMUM.
5.LANDINGSSHALLBEPROVIDEDATTHETOPANDBOTTOMOFRAMPS.LANDINGSSHALLHAVEA
SLOPENOTSTEEPERTHAN2.0%INANYDIRECTION.THELANDINGCLEARWIDTHSHALLBEAT
LEASTASWIDEASTHEWIDESTRAMPRUNLEADINGTOTHELANDING.THELANDINGCLEARLENGTH
SHALLBESIXTY(60)INCHESLONGMINIMUM.RAMPSTHATCHANGEDIRECTIONBETWEENRUNSAT
LANDINGSSHALLHAVEACLEARLANDINGOFSIXTY(60)INCHESBYSIXTY(60)INCHESMINIMUM.
6.RAMPRUNSWITHARISEGREATERTHANSIX(6)INCHESSHALLHAVEHANDRAILSONBOTHSIDES
COMPLYINGWITHTHEAMERICANSWITHDISABILITIESACT(2010ADASTANDARDS),THENC
BUILDINGCODE/ANSIA117.1,ANDAPPLICABLELOCALLAWS®ULATIONS.
7.FLOORSURFACESOFRAMPSANDLANDINGSSHALLBESTABLE,FIRMANDSLIPRESISTANT.
8.EDGEPROTECTIONCOMPLYINGWITHAMERICANSWITHDISABILITIESACT(2010ADASTANDARDS),
THENCBUILDINGCODE/ANSIA117.1,ANDAPPLICABLELOCALLAWS®ULATIONSSHALLBE
PROVIDEDONEACHSIDEOFRAMPRUNSANDONEACHSIDEOFRAMPLANDINGS.
9.WHEREDOORWAYSARELOCATEDADJACENTTOARAMPLANDING,MANEUVERINGCLEARANCES
REQUIREDBYTHEAMERICANSWITHDISABILITIESACT(2010ADASTANDARDS),THENCBUILDING
CODE/ANSIA117.1SHALLBEPERMITTEDTOOVERLAPTHEREQUIREDLANDINGAREA.WHERE
DOORSTHATARESUBJECTTOLOCKINGAREADJACENTTOARAMPLANDING,LANDINGSSHALLBE
SIZEDTOPROVIDEACOMPLIANTTURNINGSPACE.
CURBRAMPNOTES:
1.THEMAXIMUMRUNNINGSLOPEOFACURBRAMPSHALLBE8.33%ANDTHEMAXIMUMCROSS
SLOPESHALLBE2.0%.
2.COUNTERSLOPESOFADJOININGGUTTERSANDROADSURFACESIMMEDIATELYADJACENTTO
THECURBRAMPSHALLNOTBESTEEPERTHAN5%.THEADJACENTSURFACESATTRANSITIONSAT
CURBRAMPSTOWALKS,GUTTERSANDSTREETSSHALLBEATTHESAMELEVEL.
3.THECLEARWIDTHOFACURBRAMPSHALLBE36INCHES(36)MINIMUM,EXCLUSIVEOFFLARED
SIDES,IFPROVIDED.*NOTENCBUILDINGCODEREQUIRESEXTERIORACCESSIBLEROUTESTOBE48
INCHESMINIMUMWIDE(1104.1&1104.2).*
4.LANDINGSSHALLBEPROVIDEDATTHETOPOFCURBRAMPS.THECLEARLENGTHOFTHE
LANDINGSHALLBETHIRTY-SIX(36)INCHESMINIMUM.THECLEARWIDTHOFTHELANDINGSHALLBE
ATLEASTASWIDEASTHECURBRAMP,EXCLUDINGFLAREDSIDES,LEADINGTOTHELANDING.
LANDINGSSHALLHAVEASLOPENOTSTEEPERTHAN2%INANYDIRECTION.
5.IFACURBRAMPISLOCATEDWHEREPEDESTRIANSMUSTWALKACROSSTHERAMP,ORWHEREIT
ISNOTPROTECTEDBYHANDRAILSORGUARDRAILS,ITSHALLHAVEFLAREDSIDES.
6.WHEREPROVIDED,CURBRAMPFLARESSHALLNOTEXCEED10%.
7.CURBRAMPSANDTHEFLAREDSIDESOFCURBRAMPSSHALLBELOCATEDSOTHATTHEYDO
NOTPROJECTINTOVEHICULARTRAFFICLANES,PARKINGSPACESORPARKINGACCESSAISLES.
CURBSATMARKEDCROSSINGSSHALLBEWHOLLYCONTAINEDWITHINTHEMARKINGS,EXCLUDING
ANYFLAREDSIDES.
8.CURBRAMPSSHALLBELOCATEDORPROTECTEDTOPREVENTTHEIROBSTRUCTIONBYPARKED
VEHICLES.
9.ITISRECOMMENDEDTOPROVIDECURBRAMPSWITHATWENTY-FOUR(24)INCHDEEP
DETECTABLEWARNINGCOMPLYINGWITH406.12A117.1,EXTENDINGTHEFULLWIDTHOFTHERAMP.
REFERTODETECTABLEWARNINGDETAILSANDNOTESFORPLACEMENT,ORIENTATIONANDNOTES.
THENCBUILDINGCODEDOESNOTCURRENTLYREQUIREDETECTABLEWARNINGSATCURBRAMPS,
NORDOTHE2010ADASTANDARDS-HOWEVERUSDOTADAREGULATIONSDOREQUIRETHESE.
10.FLOORSURFACESOFCURBRAMPSSHALLBEDEEPGROOVED,½INCHWIDEBY¼INCHDEEP,
ONE(1)INCHCENTERSTRANSVERSETOTHERAMP.
11.WHEREPROVIDED,STOPLINESSHALLBELOCATEDINADVANCEOFCURBRAMP.
12.WHEREPROVIDED,PEDESTRIANACTIVATEDSIGNALSSHALLBELOCATEDADJACENTTOTHE
SIDEWALKANDNOTONTHESIDEWALK.
13.WHEREPROVIDED,DRAINAGEINLETSSHALLBELOCATEDUPSTREAMOFCURBRAMPSANDNOT
INTHERAMPAREA.
14.CURBRAMPTYPEANDLOCATIONAREPERPLAN.
NCACCESSIBILITYNOTES(CONT.):
PARKINGSPACENOTES:
1.ACCESSIBLEPARKINGSPACESSHALLBELOCATEDONTHESHORTESTACCESSIBLEROUTESOF
TRAVELFROMADJACENTPARKINGTOANACCESSIBLEBUILDINGENTRANCE.
2.ACCESSIBLEPARKINGSPACESSHALLBEATLEASTNINETY-SIX(96)INCHESWIDE.ACCESS
AISLESSHALLBE60INCHESWIDE.ONEOFSIXACCESSIBLESPACESSHOULDPROVIDEAVAN
ACCESSIBLEAISLE.THEAISLESHOULDBE96INCHESWIDE(ORACCESSIBLESPACEIS11FEETAND
ACCESSAISLEISFIVEFEET).WHEREPARKINGSPACESANDACCESSAISLESAREMARKEDWITH
LINES,THEWIDTHMEASUREMENTSSHALLBEMADEFROMCENTERLINEOFTHEMARKINGS.WHERE
PARKINGSPACESORACCESSAISLESARENOTADJACENTTOANOTHERPARKINGSPACEOR
ACCESSAISLES,MEASUREMENTSSHALLBEPERMITTEDTOINCLUDETHEFULLWIDTHOFTHELINE
DEFININGTHEPARKINGSPACEORACCESSAISLE.
3.PARKINGACCESSAISLESSHALLBEPARTOFANACCESSIBLEROUTETOTHEBUILDINGOR
FACILITYENTRANCEANDSHALLCOMPLYWITHPROVISIONSFORACCESSIBLEROUTES.MARKED
CROSSINGSSHALLBEPROVIDEDWHERETHEACCESSIBLEROUTEMUSTCROSSVEHICULAR
TRAFFICLANES.WHEREPOSSIBLE,ITISPREFERABLETHATTHEACCESSIBLEROUTENOTPASS
BEHINDPARKEDVEHICLES.
4.TWO(2)ACCESSIBLEPARKINGSPACESMAYSHAREACOMMONACCESSAISLE.
5.ACCESSAISLESSHALLEXTENDTHEFULLLENGTHOFTHEPARKINGSPACETHEYSERVE.
6.ACCESSAISLESSHALLBEMARKEDSOASTODISCOURAGEPARKINGINTHEM.
7.ACCESSAISLESSHALLNOTOVERLAPTHEVEHICULARWAY.ACCESSAISLESSHALLBE
PERMITTEDTOBEPLACEDONEITHERSIDEOFTHEPARKINGSPACEEXCEPTFORANGLEDVAN
PARKINGSPACESWHICHSHALLHAVEACCESSAISLESLOCATEDONTHEPASSENGERSIDEOFTHE
PARKINGSPACES.
8.FLOORSURFACESOFPARKINGSPACESANDACCESSAISLESSERVINGTHEMSHALLBESTABLE,
FIRMANDSLIPRESISTANT.ACCESSAISLESSHALLBEATTHESAMELEVELASTHEPARKING
SPACESTHEYSERVE.CHANGESINLEVELARENOTPERMITTED.
9.PARKINGSPACESANDACCESSAISLESSHALLBELEVELWITHSURFACESLOPESNOTEXCEEDING
2.0%INALLDIRECTIONS.
10.PARKEDVEHICLEOVERHANGSSHALLNOTREDUCETHEREQUIREDCLEARWIDTHOFAN
ACCESSIBLEROUTE.
11.PARKINGSPACESFORVANSANDACCESSAISLESANDVEHICULARROUTESSERVINGTHEM
SHALLPROVIDEAVERTICALCLEARANCEOFNINETY-EIGHT(98)INCHESMINIMUM.SIGNSSHALLBE
PROVIDEDATENTRANCESTOPARKINGFACILITIESINFORMINGDRIVERSOFCLEARANCESANDTHE
LOCATIONOFVANACCESSIBLEPARKINGSPACES.
12.EACHACCESSIBLEPARKINGSPACESHALLBEPROVIDEDWITHSIGNAGEDISPLAYINGTHE
INTERNATIONALSYMBOLOFACCESSIBILITY.SIGNSSHALLBEINSTALLEDATAMINIMUMCLEAR
HEIGHTOFSIXTY(60)INCHESABOVEGRADEANDSHALLNOTINTERFEREWITHANACCESSIBLE
ROUTEFROMANACCESSAISLE.SIGNSLOCATEDWHERETHEYMAYBEHITBYVEHICLESBEING
PARKEDSHALLBEINSTALLEDWITHBOLLARDPROTECTION.
13.SIGNAGEATACCESSIBLEPARKINGSPACESREQUIREDBYTHENCBUILDINGCODESECTION
1106.1SHALLCOMPLYWITHTHEREQUIREMENTSOFNORTHCAROLINAGENERALSTATUTE20-37.6
AND136-30ANDTHENCDOTUNIFORMMANUALONTRAFFICCONTROLDEVICES.ASEPARATESIGN
ISREQUIREDFOREACHSPACE.SIGNSTOINDICATETHEMAXIMUMPENALTYMUSTBEPROVIDEDAT
EACHACCESSIBLESPACE.
14.ACCESSIBLEPARKINGSPACE,ACCESSAISLESTRIPING,ANDINTERNATIONALSYMBOLOF
ACCESSIBILITYSHALLBEPAINTEDBLUE(ORANOTHERCOLORTHATCANBEDISTINGUISHEDFROM
PAVEMENT).
PASSENGERLOADINGZONENOTES:
1.PASSENGERLOADINGZONESSHALLPROVIDEVEHICULARPULL-UPSPACENINETY-SIX(96)
INCHESWIDEMINIMUMANDTWENTY(20)FEETLONGMINIMUM.
2.PASSENGERLOADINGZONESSHALLPROVIDEACLEARLYMARKEDACCESSAISLETHATISSIXTY
(60)INCHESWIDEMINIMUMANDEXTENDSTHEFULLLENGTHOFTHEVEHICLEPULL-UPSPACETHEY
SERVE.
3.ACCESSAISLESHALLADJOINANACCESSIBLEROUTEANDNOTOVERLAPTHEVEHICULARWAY.
4.VEHICLEPULL-UPSPACESANDACCESSAISLESSERVINGTHEMSHALLBELEVELWITHSURFACE
SLOPESNOTEXCEEDING2.0%INALLDIRECTIONS.ACCESSAISLESSHALLBEATTHESAMELEVEL
ASTHEVEHICLEPULL-UPSPACETHEYSERVE.CHANGESINLEVELARENOTPERMITTED.
5.FLOORSURFACESOFVEHICLEPULL-UPSPACESANDACCESSAISLESSERVINGTHEMSHALLBE
STABLE,FIRMANDSLIPRESISTANT.
6.VEHICLEPULL-UPSPACES,ACCESSAISLESSERVINGTHEMANDAVEHICULARROUTEFROMAN
ENTRANCETOTHEPASSENGERLOADINGZONE,ANDFROMTHEPASSENGERLOADINGZONETOA
VEHICULAREXITSERVINGTHEM,SHALLPROVIDEAVERTICALCLEARANCEOFONEHUNDRED
FOURTEEN(114)INCHESMINIMUM.
ACCESSIBLEENTRANCENOTES:
1.ACCESSIBLEENTRANCESSHALLBEPROVIDEDASREQUIREDBYTHEAMERICANSWITH
DISABILITIESACT(2010ADASTANDARDS)ANDTHENORTHCAROLINABUILDINGCODE,AND
APPLICABLELOCALLAWS®ULATIONS.
2.ENTRANCEDOORS,DOORWAYSANDGATESSHALLCOMPLYWITHTHEAMERICANSWITH
DISABILITIESACT(2010ADASTANDARDS)THENCBUILDINGCODE/ANSIA117.1ANDSHALLBEONAN
ACCESSIBLEROUTE.
NPDESWATERQUALITYSTABILIZATIONTIMEFRAMES
SITEAREADESCRIPTION
PERIMETERDIKES,SWALES,DITCHESANDSLOPES
STABILIZATIONTIMEFRAMEEXCEPTIONS
HIGHQUALITYWATER(HQW)ZONES
SLOPESSTEEPERTHAN3:1
SLOPES3:1ORFLATTER
ALLOTHERAREASWITHSLOPESFLATTERTHAN4:1
7DAYS
7DAYS
7DAYS
14DAYS
14DAYS
NONE
NONE
IFSLOPESARE10'ORLESSINLENGTHANDARE
NOTSTEEPERTHAN2:1,14DAYSAREALLOWED
7DAYSFORSLOPESGREATERTHAN50'INLENGTH
NONE,EXCEPTFORPERIMETERSANDHQWZONES
GENERALEROSIONANDSEDIMENTCONTROLNOTES:
1.THEEROSIONCONTROLPLANSHALLINCLUDEPROVISIONSFORGROUNDCOVERONALL
EXPOSEDPERIMETERDIKES,SWALES,DITCHES,PERIMETERSLOPESANDALLSLOPES
STEEPERTHAN3:1WITHIN7CALENDARDAYSFROMTHELASTLANDDISTURBINGACTIVITY.
GROUNDCOVERSHALLBEPROVIDEDONALLOTHERDISTURBEDAREASWITHIN14CALENDAR
DAYSFROMTHELASTLANDDISTURBINGACTIVITY.
2.UNLESSOTHERWISEINDICATED,ALLVEGETATIVEANDSTRUCTURALEROSIONANDSEDIMENT
CONTROLMEASURESSHALLBECONSTRUCTEDANDMAINTAINEDINACCORDANCEWITHTHE
MINIMUMSTANDARDSANDSPECIFICATIONSOFTHENORTHCAROLINAEROSIONAND
SEDIMENTCONTROLHANDBOOK.(NOSEPARATEPAYMENT).
3.THECONTRACTORSHALLNOTIFYPLANAPPROVINGAUTHORITYONEWEEKPRIORTOTHE
PRECONSTRUCTIONCONFERENCE,ONEWEEKPRIORTOTHECOMMENCEMENTOFLAND
DISTURBINGACTIVITY,ANDONEWEEKPRIORTOFINALINSPECTION.
4.ALLEROSIONANDSEDIMENTCONTROLMEASURESARETOBEPLACEDPRIORTOCLEARING
AND/ORLANDDISTURBANCE.THETEMPORARYCONSTRUCTIONENTRANCESHOULDBETHE
FIRSTMEASUREINSTALLED.
5.ACOPYOFTHEAPPROVEDEROSIONANDSEDIMENTCONTROLPLANANDPERMITSHALLBE
MAINTAINEDONTHESITEATALLTIMES.
6.PRIORTOCOMMENCINGLANDDISTURBINGACTIVITIESINAREASOTHERTHANINDICATEDON
THESEPLANS(INCLUDING,BUTNOTLIMITEDTOOFF-SITEBORROWORWASTEAREAS,
STAGINGORSTORAGEAREAS),THECONTRACTORSHALLPREPAREANDSUBMITA
SUPPLEMENTARYEROSIONCONTROLPLANTOTHEOWNERFORREVIEWANDTOTHELOCAL
REVIEWINGAGENCYFORAPPROVAL.CONTRACTORSHALLPAYALLFEESREQUIREDAND
SHALLINSTALLNECESSARYMEASURESATNOSEPARATEPAYMENT.THECONTRACTORSHALL
PROVIDETHEOWNERANDTHEENGINEERACOPYOFTHEAMENDEDPERMIT.
7.THECONTRACTORISRESPONSIBLEFORINSTALLATIONOFANYADDITIONALEROSION
CONTROLMEASURESNECESSARYTOPREVENTEROSIONANDSEDIMENTATIONAS
DETERMINEDBYEITHERTHEREVIEWINGAGENCYORTHEENGINEER.(NOSEPARATE
PAYMENT).
8.ALLDISTURBEDAREASARETODRAINTOAPPROVEDSEDIMENTCONTROLMEASURESATALL
TIMESDURINGLANDDISTURBINGACTIVITIESANDDURINGSITEDEVELOPMENTUNTILFINAL
STABILIZATIONISACHIEVED.
9.ALLAREASDISTURBEDBYCONSTRUCTIONUNLESSOTHERWISEIMPROVEDSHALLBE
SODDEDORSEEDEDASINDICATEDANDSTABILIZED.
10.DURINGDEWATERINGOPERATIONS,WATERSHALLBEPUMPEDINTOANAPPROVED
FILTERINGDEVICEPRIORTODISCHARGETORECEIVINGOUTLET.
11.THECONTRACTORSHALLINSPECTALLEROSIONCONTROLMEASURESPERIODICALLYAND
AFTEREACHRUNOFF-PRODUCINGEVENT.ANYNECESSARYREPAIRSORCLEANUPTO
MAINTAINTHEEFFECTIVENESSOFTHEEROSIONCONTROLDEVICESSHALLBEMADE
IMMEDIATELY.
12.ALLTEMPORARYEROSIONCONTROLMEASURESSHALLBEREMOVEDBYCONTRACTORONCE
STABILIZATIONORASUFFICIENTGROUNDCOVERHASBEENESTABLISHEDORASDIRECTEDBY
THEENGINEER.(NOSEPARATEPAYMENT).LOCALEROSIONCONTROLPROGRAM'SFINAL
APPROVALISREQUIREDPRIORTOANYTEMPORARYEROSIONCONTROLMEASURESREMOVAL.
13.TEMPORARYGRAVELCONSTRUCTIONENTRANCESHALLBEREQUIREDATALLCONSTRUCTION
STAGINGAREAENTRANCESANDALLCONSTRUCTIONACCESSLOCATIONSINTONON-PAVED
AREA.(NOSEPARATEPAYMENT).
14.WHENCROSSINGCREEKORDRAINAGE-WAY,THEDIVISIONOFWATERQUALITYSHALLBE
CONTACTEDPRIORTODISTURBINGACREEK.THECONTRACTORSHALLINSTALLRIP-RAPWITH
FABRICALONGDISTURBEDBANKSANDCHANNELANDRESTORESLOPESTOORIGINAL
CONTOURS,BUTNOTSTEEPERTHAN2:1MAXIMUM.DISTURBEDCREEKAREASHALLBE
STABILIZEDIMMEDIATELY.
EROSIONCONTROLANDSEQUENCEOFCONSTRUCTIONNOTES:
NOTE:THESEEROSIONCONTROLANDSEQUENCEOFCONSTRUCTIONNOTESAREINTENDEDFOR
EACH"PHASE"OFCONSTRUCTION.THEORDERANDSTEPSTAKENMUSTBEIMPLEMENTEDASEACH
PARTOFTHEPROJECTISDEVELOPED;WHETHERASAWHOLEORINPHASES.ANYEROSION
CONTROLDEVICES/MEASURESMUSTREMAININPLACEUNTILTHEENTIREBASINDESIGNEDTO
HANDLESEDIMENTATIONANDEROSIONISSTABILIZEDANDALLIMPROVEMENTSWITHINTHEBASIN
ARECOMPLETE.
PHASEIEROSIONCONTROLPLAN:
1.CONSTRUCTTEMPORARYGRAVELCONSTRUCTIONENTRANCE(S),ESTABLISHTHELIMITSOF
DISTURBANCE,ANDTEMPORARYSILTFENCE.
2.CLEARANDGRUBTHEAREASREQUIREDTOCONSTRUCTTHESEDIMENTSKIMMERBASINAND
TEMPORARYDIVERSIONDITCH(TDD).ONCECOMPLETE,INSTALLSKIMMERASSHOWN.
3.CLEARANDREMOVEFROMSITEALLTREES(ONLYONESTOBEREMOVED),ROOTS,ROOTMAT,
ETC.FROMTHEAREAWITHINTHEDESIGNATEDCLEARINGLIMITS.INSTALLREMAININGEROSION
CONTROLMEASURESASSHOWNONTHEPLANSWITHINTHEAREADISTURBED.ALLEROSION
CONTROLMEASURESMUSTBEINSTALLEDBEFORECOMMENCINGCONSTRUCTION.
4.PLANTGRASSOVERALLGRADEDAREASWITHIN14DAYSOFCEASEOFANYGRADINGACTIVITY.
PHASEIIEROSIONCONTROLPLAN:
5.IMMEDIATELYUPONTHEINSTALLATIONOFANYSTORMDRAINAGECATCHBASIN,DROPINLET,
ETC.,THECONTRACTORSHALLINSTALLINLETPROTECTIONTOSTOPANYSEDIMENTFROM
ENTERINGTHEDRAINAGESYSTEM.
6.DURINGROUGHGRADINGACTIVITIES,THECONTRACTORSHALLGRADETHESITEINSUCHA
FASHIONTHATTHERUNOFFFROMTHESITEISDIRECTEDTOTHETEMPORARYSILTFENCEAS
SHOWNONTHEPLANS.
7.THECONTRACTORSHALLBERESPONSIBLEFORCLEANINGANDRESTORINGTO
PRE-CONSTRUTIONCONDITIONSANYAREASOUTSIDETHEPROJECTLIMITSTHATMAY
INADVERTENTLYBEDAMAGEDDUETOTHEFAILUREOFTHEEROSIONCONTROLMEASURES.
8.DURINGGRADINGANDAFTERGRADINGHASBEENCOMPLETED,THECONTRACTORSHALL
CONTINUETOMAINTAINPERMANENTANDTEMPORARYEROSIONCONTROLMEASURESUNTIL
FINALINSPECTIONANDAPPROVALBYLOCALEROSIONCONTROLPROGRAM.
9.UPONRECEIVINGFINALINSPECTIONANDAPPROVALBYLOCALEROSIONCONTROLPROGRAM,
THECONTRACTORCANREMOVETEMPORARYEROSIONCONTROLMEASURES.
10.THECONTRACTORSHALLCONTINUETOWATER,FERTILIZE,MOWANDMAINTAINSPRIGGED,
SODDED,ANDPLANTEDAREASUNTILALLCONSTRUCTIONISCOMPLETE.
MAINTENANCEPLAN
1.ALLEROSIONANDSEDIMENTCONTROLPRACTICESWILLBECHECKEDFORSTABILITYAND
OPERATIONFOLLOWINGEVERYRUNOFF-PRODUCINGRAINFALLBUTINNOCASELESSTHANONCE
EVERYWEEK.ANYNEEDEDREPAIRSWILLBEMADEIMMEDIATELYTOMAINTAINALLPRACTICESAS
DESIGNED.
2.ALLCONSTRUCTIONENTRANCESWILLBEPERIODICALLYTOPDRESSEDWITHANADDITIONAL2
INCHESOF#4STONETOMAINTAINPROPERDEPTH.ANYSEDIMENTTHATISTRACKEDINTOTHE
STREETWILLBEIMMEDIATELYREMOVED.
3.SEDIMENTFENCE-SEDIMENTWILLBEREMOVEDBEHINDTHESEDIMENTFENCEWHENIT
BECOMES0.5FEETDEEPATTHEFENCE.THESEDIMENTFENCEWILLBEBEREPAIREDAS
NECESSARYTOMAINTAINABARRIER.SILTFENCESTAKESWILLBESPACED6FEETAPARTUNLESS
AWIREBACKINGISUSEDWITH8FOOTSTAKESPACING.
4.ALLSEEDEDAREASWILLBEFERTILIZED,RESEEDEDASNECESSARY,ANDMULCHEDACCORDING
TOSPECIFICATIONSINTHEVEGETATIVEPLANTOMAINTAINAVIGOROUS,DENSEVEGETATIVE
COVER.
5.INLETPROTECTION-INSPECTINLETPROTECTIONATLEASTONCEAWEEKANDAFTEREACH
SIGNIFICANT(12 INCHORGREATER)RAINFALLEVENTANDREPAIRIMMEDIATELY.REMOVE
SEDIMENTANDRESTORETHESEDIMENTSTORAGEAREATOITSORIGINALDIMENSIONSWHEN
THESEDIMENTHASACCUMULATEDTOONE-HALFTHEDESIGNDEPTHOFTHETRAP.PLACETHE
SEDIMENTTHATISREMOVEDINTHEDESIGNATEDDISPOSALAREAANDREPLACETHE
CONTAMINATEDPARTOFTHEGRAVELFACING.
6.SEDIMENTBASIN/SEDIMENTTRAPS-REMOVESEDIMENTANDRESTORETHEBASINTOITS
ORIGINALDIMENSIONSWHENITACCUMULATESTOWITHINONEHALFOFTHEDESIGNDEPTH.THE
ROCKWILLBECLEANEDORREPLACEDWHENTHESEDIMENTPOOLNOLONGERDRAINSORWHEN
THEROCKISDISLODGED.BAFFLESWILLBEREPAIREDORREPLACEDPROMPTLYIFTHEY
COLLAPSE,TEAR,DECOMPOSEORBECOMEINEFFECTIVE.SEDIMENTWILLBEREMOVEDFROM
BAFFLESWHENDEPOSITSREACHHALFTHEHEIGHTOFTHE1STBAFFLE.FLOATINGSKIMMERS
WILLBEINSPECTEDWEEKLYANDWILLBEKEPTCLEAN.PLACESEDIMENTINANAREAWITH
SEDIMENTCONTROLS.CHECKTHEEMBANKMENT,SPILLWAYS,ANDOUTLETFOREROSION
DAMAGE,PIPING,ANDSETTLEMENT.MAKEALLNECESSARYREPAIRSIMMEDIATELY.REMOVEALL
TRASHANDOTHERDEBRISFROMTHERISERANDPOOLAREA.
7.SKIMMER-INSPECTSKIMMERATLEASTONCEAWEEKANDAFTEREACHRAINFALLTOMAKESURE
THATTHEINTAKEMECHANISM,ORIFICE,ORDISCHARGEPIPEISNOTCLOGGEDWITHTRASHOR
SEDIMENT.IFTHEBASINISDRY,MAKESURETHATANYVEGETATIONGROWINGONTHEBOTTOM
ISNOTHOLDINGTHESKIMMERDOWN.TAKESPECIALPRECAUTIONINWINTERTOPREVENTTHE
SKIMMERFROMPLUGGINGWITHICE.
8.OUTLETPROTECTION-INSPECTRIPRAPOUTLETSTRUCTURESWEEKLYANDAFTERSIGNIFICANT
(12 INCHORGREATER)RAINFALLEVENTSTOSEEIFANYEROSIONAROUNDORBELOWTHERIPRAP
HASTAKENPLACE,ORIFSTONESHAVEBEENDISLODGED.IMMEDIATELYMAKEALLNEEDED
REPAIRSTOPREVENTFURTHERDAMAGE.
9.EMERGENCYSPILLWAY/FOREBAYPROTECTION-AFTEREVERYHIGH-WATEREVENTINSPECT
THEINTEGRITYOFTHELINEDSPILLWAYANDTHEADJACENTEARTHENEDBANKS.IMMEDIATELY
MAKEALLNEEDEDREPAIRSTOPREVENTFURTHERDAMAGE.REPAIRANYVOIDSINTHERIPRAP
LINEDAPRONS,RE-ESTABLISHANYLOOSESTONES,ANDFIXGAPSINTHEADJACENTVEGETATIVE
COVER.
10.TEMPORARYSEDIMENTFENCEOUTLET-INSPECTSEDIMENTCONTROLFENCEONAREGULAR
BASISANDAFTEREACHRAINFALL.MAKEANYREQUIREDREPAIRSIMMEDIATELY.REMOVEAND
REPLACECLOGGEDSEDIMENTSTONE.INSTALLADDITIONALPOSTSORWIREIFFENCEIS
SAGGING.
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204.10'
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L
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401.98'
S46°52'53"E
S33°33'08"W
11.11'
S46°53'48"E229.34'
BOUNDARY/TITLE
OVERLAP
2,338SQ.FT.
162.34'
S46°52'53"E
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R05200-001-009-000
STONEJOSEPHCJRKIMBERLYV
DB5912PG2298
R05100-005-004-000
BLACKCHRISBCANDICE M
DB5919PG0304
R04400-004-014-000
CZESAKMARK DDANNAH
DB3755PG0787
MB21PG77
R04500-007-033-000
BRITT ANNIE
DB9903PG2016
R04500-007-024-000
HOLT PAULRTERESAL
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DB0371PG0332
R05200-001-002-000
JENKINSELDRIDGEJR
DB9906PG2014
R05200-001-015-000
BRITTCODEVELOPINGCOMPANYLLC
DB5823PG0407
MB45PG364
R05200-001-003-000
SHIVARGLENN WJANETS
DB4061PG0743
MB2 PG77
R05200-002-008-000
MYERSBRIANEETAL
DB5661PG0606
MB2 PG77
R05200-001-010-000
RICHARDSONSHARONETAL
DB5707PG1216
MB2 PG77
R05200-001-011-000
BACHMANDAVIDSAGNESJ
DB0576PG0347
MB2 PG77
R04500-008-007-000
CATALONEBRADLEYJTINAM
DB5962PG0842
MB52PG168-170
R04500-008-006-000
CONWAYBRENTKEVELYNS
DB5295PG1683
MB52PG168-171
R04500-008-005-000
NEVEUALAND
DB5265PG2123
MB52PG168-171
R05200-002-003-000
ELIZABETHB.CAMERON
DB1614,PG742
DB5479,PG343
MB4,PG109
R05200-002-003-000
ELIZABETHB.CAMERON
DB1614,PG742
DB5479,PG343
MB4,PG109
R05200-002-003-000
ELIZABETHB.CAMERON
DB1614,PG742
DB5479,PG343
MB4,PG109
R04500-008-062-000
COWENKERRY MNANCY
DB5785PG0600
MB57PG378-379
R04500-008-063-000
JOHNSONJEROMEKJR BLAKEN
DB5784PG2881
MB57PG378-379
R04500-008-064-000
HEWITTWAYNE MARGARET
DB5787PG2241
MB57PG378-379
R04500-008-064-000
PANCHALNEELAMPARIMAL
DB5846PG1642
MB57PG378-379
R04500-008-078-000
GRASTYMARCUSRANNEM
DB5801PG1448
MB57PG378-379
R04500-008-078-000
BEINEKEMATTHEWEASHLEYDENTON
DB5796PG0999
MB57PG378-379
S46°48'26"E
490.00'
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30'ACCESSEASEMENTTOREMAIN
20'PERIMETERSETBACK
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24'50'
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R 7 5 '
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R 2 5 '
R25'
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R04500-007-032-000
POWELLWARRENJEANAS
DB4562PG0505
MB4PG109RO4500-007-023-000
DONALDPOWELL
&JEANAWARREN
DB5393,PG1349
R690'
A
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LINE BEARING DISTANCE
L-1S46°52'53"E 30.43'
L-2S47°03'31"E 29.97'
L-3 S32°54'54"W 9.59'
L-4N27°47'07"E 37.08'
L-5 S33°44'06"W 30.41'
CURVEARCRADIUSCHORDBEARINGDELTAANGLECHORD
C-1 138.35'592.97'N33°08'02"E 13°22'06"138.04'
03060 120 240
SCALE:1"=60'
GRAPHICSCALE
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C-2.0
15407.PE
ROAD A
(PRIVATE 50' R/W)
ROAD B(PRIVATE 50' R/W)
R
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INFILTRATIONBASIN#2
INFILTRATIONBASIN#1
20'DRAINAGE
EASEMENT(TYP.)
STATESTORMWATER
TREATMENTFORCEMAINTO
SECONDARYTREATMENT
INFILTRATIONBASIN
20'DRAINAGE
EASEMENT(TYP.)
20'DRAINAGE
EASEMENT(TYP.)
20'DRAINAGE
EASEMENT(TYP.)
RETAININGWALL[BY
OTHERS](TYP.)
SITEINFORMATION
OWNER:RALEIGH-WILMINGTONINVESTORS,LLC
6131FALLSOFNEUSEROAD
RALEIGH,NC27609
PROJECTADDRESS:2406MIDDLESOUNDLOOPROAD
WILMINGTON,NC28411
PARCELID:R05200-001-005-000,R5200-001-006-000,
R05200-001-007-000,R05200-001-016-000
CURRENTZONING:(CZD)R-20,CONDITIONALRESIDENTIAL
DISTRICT
(PERFORMANCERESIDENTIAL)
TOTALSITEAREA:20.7AC
RECORDEDDEEDBOOK:DB6000,PG486&PG1007
CAMALANDUSECLASSIFICATION:WATERSHEDRESOURCEPROTECTIONAREA
EXISTINGLANDUSE:UNDEVELOPED/SINGLEFAMILYRESIDENTIAL
PROPOSEDLANDUSE:SINGLEFAMILYRESIDENTIAL(3BEDROOM)
COMPREHENSIVELANDUSE:GENERALRESIDENTIAL
SITEDATA
AVERAGESINGLEFAMILYLOTSIZE:60'X130'(TYP.)
MAXBUILDINGHEIGHT:35'
TOTALUNITS:39DWELLINGUNITS
DENSITY:1.88DU/AC
DIMENSIONSTANDARDS
PERFORMANCERESIDENTIALDISTRICTREQUIREMENTS
59.1.1-2.1BUILDINGSONTHEPERIPHERYOFAPERFORMANCERESIDENTIAL
DEVELOPMENTSHALLSETBACKNOLESSTHANTWENTY(20)FEETFROMTHE
ADJOININGPROPERTYLINE.(6/16/86)
59.1.1-2.2INNOCASESHALLANYPARTOFADETACHEDSINGLE-FAMILYDWELLINGUNITBE
LOCATEDCLOSERTHANTEN(10)FEETTOANYPARTOFANYOTHERDETACHED
SINGLE-FAMILYDWELLING;ANDINNOCASESHALLANYPARTOFAMULTIPLE
DWELLINGUNITBELOCATEDCLOSERTHANTWENTY(20)FEETTOANYPARTOF
ANOTHERDWELLINGUNIT.(6/1/92)
IMPERVIOUSCALCULATIONS
TOTALSITEAREA:±20.7AC
ALLOWEDIMPERVIOUSCOVERAGE:30%(6.21AC),PERCONDITIONALAPPROVAL
PROVIDEDIMPERVIOUSCOVERAGE:29%(±6.02AC)
LOTDEEDRESTRICTIONS:39LOTSx5,100SFEACH=198,900SF(±4.57AC)
PRIMARYROADWAY&SIDEWALK:±1.45AC
OPENSPACECALCULATIONS
REQUIRED(0.03X39LOTS):1.17AC
0.585ACACTIVEOPENSPACE
0.585ACPASSIVEOPENSPACE
PROVIDED:+1.70AC
+0.77ACACTIVEOPENSPACE
+0.93ACPASSIVEOPENSPACE
ADDITIONALCOMMONAREA:
WETLANDS:+2.34AC
STORMWATERMANAGEMENT/
BMPAREA:+2.01AC
PLANTEDBUFFERZONE:+0.60AC
GENERALCOMMONOPENAREA:+3.53AC
TOTALPROVIDEDOPENSPACE/
COMMONAREA:+10.18AC
ASSOCIATIONMAINTENANCE
ALLBUFFERS,DRAINAGEAREASANDPASSIVE/ACTIVEOPENSPACESHALLBEMAINTAINED
BYTHEHOMEOWNER'SASSOCIATION
PROPOSED
WALKINGTRAIL,TYP.
WETDETENTION
BASIN#1
LANDDISTURBANCENOTE:
SITEEXCEEDSONEACREINDISTURBANCE,ALLSTATE
PERMITSWILLHAVETOBESECUREDPRIORTOISSUANCEOFA
BUILDINGPERMIT.
SURVEYNOTE:
TOPOGRAPHICANDBOUNDARYSURVEYCOMPLETEDBY
PARAMOUNTEENGINEERING,INC.ANDSEALEDBY
CHRISTOPHERJ.GAGNE,PLS,ONOCTOBER5,2016.
FEMANOTE:
ALLLOTSEXISTWITHINFLOODZONE'X',ASSHOWNBYFEMA
FLOODPANEL3720316800JWITHANEFFECTIVEDATEOF
APRIL3,2006.
WETDETENTION
BASIN#2
WETDETENTION
BASIN#2
ROADS
1.ALLSTREETSSHALLBEPRIVATEANDCONSTRUCTEDTONCDOTSTANDARDSANDINSPECTED
ANDCERTIFIEDBYENGINEERTOVERIFYTHEYWEREBUILTTONCDOTSTANDARDS.
2.ALLSIDEWALKSWILLBECONSTRUCTEDINCOMPLIANCEWITHADAREQUIREMENTS.
3.STREETNAMESTOBEVERIFIEDBYE-911PRIORTORECORDATIONOFSINGLEFAMILYLOTS.
CONNECTIVITYRATIOREQUIRED:1.40
PROVIDED:1.00
UTILITIES
1.ALLWATERANDSEWERUTILITIESWILLBECOORDINATEDWITHCFPUA.
2.WATERPROVIDEDBYCAPEFEARPUBLICUTILITYAUTHORITY.CFPUAVERIFIEDCAPACITYIS
AVAILABLETOSERVETHISPROJECT.
3.SANITARYSEWERPROVIDEDBYCAPEFEARPUBLICUTILITYAUTHORITY.CFPUAVERIFIED
CAPACITYISAVAILABLETOSERVETHISPROJECT.
4.STORMWATERWILLBEHANDLEDONSITEINCOMPLIANCEWITHALLSTATEANDLOCAL
STORMWATERSTANDARDS.
5.STREETLIGHTSWILLBEPROVIDEDASPERSECTION52-9OFTHENEWHANOVERCOUNTY
SUBDIVISIONORDINANCE.
6.VERTICALOBSTRUCTIONS,FENCES,WALLS,ETC.ARENOTALLOWED
INUTILITY/DRAINAGEEASEMENTS.
STREETLIGHTS
NEIGHBORHOODSTREETLIGHTMODELSANDLOCATIONSSHALLBEDESIGNEDBYDUKEENERGY.DUKE
ENERGYANDDEVELOPERTOCOORDINATEWITHTHECOUNTYASNECESSARY.
LANDSCAPE
1.ALLLANDSCAPEWILLCOMPLYWITHNEWHANOVERCOUNTYORDINANCESANDALANDSCAPE
PLANWILLBESUPPLIEDASPARTOFTHEPERMITTINGDOCUMENTS.
2.EXISTINGVEGETATIONSHALLBEPRESERVEDTOTHEMAXIMUMEXTENTPOSSIBLE;REMOVALOF
EXISTINGVEGETATIONWITHINTHESEDEFINEDAREASSHALLPERTAINTONECESSARYAND
ESSENTIALSITEIMPROVEMENTSCONCERNINGDEVELOPMENT.
=PROPERTYLINE
=WETLANDS
=ACTIVEOPENSPACE
=PASSIVEOPENSPACE
=PERIMETERSETBACK
=PROPOSEDUTILITYEASEMENT
=OLDUTILITYEASEMENT
=CURVERADIUS
=WATERLINE
=SEWERLINE
=SIDEWALK
=FIREHYDRANT
LEGEND
R
W
SS
ACTIVEOPENSPACE
0.77AC.
STORMWATERPIPE
(TYP.)
WETLANDS,TYP.
WETLANDS,TYP.
WETLANDS,
TYP.
PLANTEDBUFFER
AREA,TYP.
PLANTEDBUFFER
AREA,TYP.
PASSIVEOPENSPACE
0.93AC.
5'WIDESIDEWALK,TYP.
WATERMAIN,TYP.
SEWERMAIN,TYP.
LANDSCAPEMEDIAN
FIREHYDRANT,TYP.
PRIVATEROADSCERTIFICATION
I(WE)THEDEVELOPERSOFCLEARWATERPRESERVE
SUBDIVISIONLOCATEDINTHEUNINCORPORATEDAREA
OFNEWHANOVERCOUNTYUNDERSTANDTHATTHE
ROADSINSAIDSUBDIVISIONAREDESIGNATED
PRIVATE.IUNDERSTANDTHATOWNERSHIPAND
MAINTENANCEOFTHEROADSWILLBETHE
RESPONSIBILITYOFTHEDEVELOPERUNTILSUCHTIME
THATTHEDEVELOPERDESIGNATESTHE
RESPONSIBILITYTOTHEPROPERTYOWNERS'
ASSOCIATION.RESPONSIBILITIESMUSTBEACCEPTED
BYTHEHOMEOWNERSASSOCIATIONASSPECIFIEDIN
THEHOMEOWNERCOVENANTSFORSAIDSUBDIVISION.
THEPRIVATEROADSINSAIDSUBDIVISIONARETOBE
CONSTRUCTEDINACCORDANCEWITHSECTION52-4OF
THENEWHANOVERCOUNTYSUBDIVISIONORDINANCE
ANDALLAPPLICABLECOUNTYCODESWHICHINCLUDES
THEDESIGN,INSTALLATION,INSPECTION,AND
APPROVALBYALICENSEDENGINEER(PE)RECOGNIZED
INTHESTATEOFNORTHCAROLINAPRIORTOFINAL
PLATAPPROVALFORALLORAPORTIONOFTHE
SUBDIVISION.IFALLORAPORTIONOFTHEROAD
INFRASTRUCTURESYSTEMWITHINTHESUBDIVISIONIS
BONDEDTHROUGHASURETY,PERFORMANCEBOND,
ORCASHESCROW,NOBONDSHALLBERELEASED
UNTILALLROADCONSTRUCTIONIMPROVEMENTSARE
COMPLETEANDCERTIFIEDBYTHEPROFESSIONAL
ENGINEER.
ITSHALLBEDISCLOSEDTOTHEPROSPECTIVEBUYER
OFALOTORLOTSWITHINASUBDIVISIONTHATROAD
MAINTENANCESHALLRUNTHROUGHTHEPROPERTY
OWNERSASSOCIATIONINPERPETUITYAFTER
ACCEPTANCEFROMTHEDEVELOPERUNTILSUCHTIME
THATTHEROADSARERE-PLATTEDASPUBLICLY
DESIGNATEDROADSANDTAKENOVERFOR
MAINTENANCETHROUGHTHENORTHCAROLINA
DEPARTMENTOFTRANSPORTATION(NCDOT)OR
APPROPRIATEGOVERNINGAUTHORITY.
RALEIGH-WILMINGTON
INVESTORS_______________________________________
DATE__________________
ADDITIONALREQUIREMENTSFORAPPROVEDCONDITIONALZONINGDISTRICT
1.DUPLEX,MULTI-FAMILY,ANDMOBILEHOMEHOUSINGSHALLBEPROHIBITED.
2.IMPERVIOUSCOVERAGESHALLNOTEXCEED30%OFTHESITE.
3.INADDITIONTOMEETINGCOUNTYANDSTATESTORMWATERREQUIREMENTS,THEDEVELOPMENT
SHALLINCORPORATELOWIMPACTDEVELOPMENT(LID)TECHNIQUESASDESCRIBEDINTHECITYOF
WILMINGTON/NEWHANOVERCOUNTYLIDGUIDANCEMANUAL,ANDQUALIFYASALIDPROJECTAS
DETERMINEDBYTHECOUNTY'STECHNICALREVIEWCOMMITTEE(TRC).
4.EXISTINGVEGETATIONLOCATEDWITHINTHEPROPOSEDOPENSPACEAREASSHALLBEPRESERVED
TOTHEMAXIMUMEXTENTPRACTICABLE,ANDONLYBEREMOVEDINORDERTOINSTALLNECESSARY
INFRASTRUCTURENEEDEDTOCOMPLYWITHAPPLICABLECOUNTYANDSTATEREGULATIONS.
5.A20FOOTACCESSEASEMENTSHALLBEDEDICATEDTOTHECOUNTYALONGMIDDLESOUNDLOOP
ROADFORTHEPURPOSEOFINSTALLINGAFUTUREPEDESTRIANFACILITY.
24'
1/2"PERFT1/4"PERFT SLOPES=3:1
MODIFIEDVALLEYCURB
SLOPES=3:1
1'
50FTR/W
6"-B25.0BBASE
1/4"PERFT
6"STONE
UNDERCURBING
1.5"-SF9.5ASURFACE
5'2'
SIDEWALK
12'5'1'
1'1'
70'
10
'
NOTTOSCALE
10'X70'NCDOTSIGHT
TRIANGLE,TYP.
VICINITYMAP
(NOTTOSCALE)
SITE
MAILKIOSK
30'ACCESSEASEMENT
TOBEPROVIDED
10'UTILITYEASEMENT(TYP.)
WET
WET
EXISTINGWETLANDSTO
REMAINUNDISTURBED,TYP.
EXISTINGVEGETATIONIN
SETBACKTOREMAIN(TYP.)
LANDSCAPEMEDIAN
EXISTINGTREESTO
REMAIN,TYP.
MAINENTRANCESIGN,
TYP.