SW5200501_2020-04-29 CoolWick Warehouse-Preliminary Plan-Sealed_5/6/2020

C-1101COVER
CAD FILE: D:\CCS\Projects\2019\19024-CoolWick Warehouse\Base\ LAYOUT: Cover
ofSCALE:DATE:DRAWN BY:CHECKED BY:CRUMPLER
Consulting Services, PLLCPROJECT NO.:ISSUED FORCONSTRUCTIONSITE PLANSCOOL WICK WAREHOUSE80 WEATHERS STREETYOUNGSVILLE, NORTH CAROLINAALL CONSTRUCTION TO BE IN ACCORDANCE WITH ALLTOWN OF YOUNGSVILLE, NCDEQ, AND NCDOTSTANDARDS AND SPECIFICATIONS.FORNTSVICINITY MAPPREPARED FOR:COOLWICK, LLC186 WIND CHIME COURT # 200RALEIGH, NORTH CAROLINA 27615CALL 48 HOURSBEFORE YOU DIGNORTH CAROLINAONE-CALL CENTER1-800-632-4949SHEETDESCRIPTIONC-1 COVERC-2 EXISTING CONDITIONSC-3 SITE PLANC-4 GRADING AND STORMWATER PLANC-5NCG101 NOTESC-6NCG101 NOTESC-7 EROSION CONTROL PLANC-8 UTILITY PLAND-1DETAILSD-2DETAILSCRUMPLERConsulting Services, PLLC2308 Ridge RoadRaleigh, North Carolina 27612Ph. 919-413-1704P-1533PREPARED BY:JACJAC1" = 30'1902404/07/2080 WEATHERS STREET
YOUNGSVILLE, NORTH CAROLINA
COOLWICK, LLC
C-2102EXISTING CONDITIONS
CAD FILE: D:\CCS\Projects\2019\19024-CoolWick Warehouse\Base\ LAYOUT: Existing
ofSCALE:DATE:DRAWN BY:CHECKED BY:CRUMPLER
Consulting Services, PLLCPROJECT NO.:ISSUED FORCONSTRUCTIONLEGENDEXISTING PROPERTY LINEEXISTING ABUTTING PROPERTY LINEEXISTING RIGHT-OF-WAYEXISTING OVERHEAD POWER LINEEXISTING ABUTTING PROPERTY LINEEXISTING EDGE OF PAVEMENTEXISTING SANITARY SEWEREXISTING WATER LINEN0303015SCALE: 1 INCH = 30 FEETJACJAC1" = 30'1902404/07/2080 WEATHERS STREET
YOUNGSVILLE, NORTH CAROLINA
COOLWICK, LLC WEATHERS STREET66' PUBLIC R/WR30.00'20.00'PUBLICUTILITYEASEMENT20.00'DRAINAGEEASEMENT20.00'PUBLICUTILITYEASEMENT20.00'DRAINAGEEASEMENT20.00'PUBLICUTILITYEASEMENT28.00'TYPE 'A'LANDSCAPEBUFFER28.0'TYPE 'A'LANDSCAPEBUFFEREXISTING FENCEEXISTING MANHOLETOP=417.67INV. IN=410.02INV. OUT=410.00EXISTING MANHOLETOP=424.38INV. IN=408.78INV. OUT=408.73TEMPORARYBENCHMARK=424.38EXISTING MANHOLETOP=423.29INV. IN=407.10INV. OUT=407.03N=829,933.19'E=2,148,218.96'(NAD 83/2011)INV. OUT=418.73EX. 30" RCPINV. OUT=418.06EX. CURB INLETTOP=423.54INV. OUT=411.54EX. 18" CPPINV. OUT=418.06EXISTING GRAVEL DRIVETO REMAINEXISTING GRAVEL DRIVETO REMAINEXISTING CONCRETETOP=405.5TO BE REMOVEDEXISTING CONCRETETOP=409.07TO BE REMOVEDEXISTING WELLTO REMAIN FORIRRIGATIONEXISTING TREELINEEXISTINGCENTERLINEOF STREAM(NON-JURISDICTIONAL)EXISTING CONTOUR MAJOREXISTING CONTOUR MINORNOTES1.BOUNDARY AND EXISTING CONDITIONS SURVEY PROVIDED BY B.L. SCOTTLAND SURVEYING DATED 08-08-19.2.A PORTION OF THE PROPERTY IS LOCATED IN ZONE X THAT IS LOCATEDWITHIN THE O.2% ANNUAL CHANCE ZONE. THE REMAINING PORTIONS OFTHE PROPERTY IS LOCATED IN ZONES X (AREA DETERMINED TO BEOUTSIDE THE O.2% ANNUAL CHANCE AND FUTURE 1% ANNUAL CHANCEFLOODPLAIN) BASED ON THE FEMA MAP NUMBER 3720184200L DATEDAPRIL , 2013.3.ONSITE WETLANDS HAVE BEEN IDENTIFIED WITHIN THE PROJECT ORPARCEL AS SHOWN. WETLANDS INVESTIGATION PERFORMED BYCAROLINA ECOSYSTEMS IN SEPTEMBER 2019.4.THIS DRAWING IS NOT FOR RECORDATION.APPROXIMATE LOCATIONOF EX. WATER MAINCONTRACTOR TO VERIFYLOCATION AND SIZEEXISTING WETLANDSEXISTINGJURISDITIONALWETLAND (OUTSIDEPROJECTBOUNDARY)EXISTINGJURISDITIONALWETLAND (OUTSIDEPROJECTBOUNDARY)
C-3103SITE PLAN
CAD FILE: D:\CCS\Projects\2019\19024-CoolWick Warehouse\Base\ LAYOUT: Site
ofSCALE:DATE:DRAWN BY:CHECKED BY:CRUMPLER
Consulting Services, PLLCPROJECT NO.:ISSUED FORCONSTRUCTIONLEGENDEXISTING PROPERTY LINEEXISTING ABUTTING PROPERTY LINESUMMARY INFORMATIONEXISTING RIGHT-OF-WAYEXISTING OVERHEAD POWER LINEEXISTING ABUTTING PROPERTY LINEEXISTING EDGE OF PAVEMENTN0303015SCALE: 1 INCH = 30 FEETJACJAC1" = 30'DEVELOPMENT NAME: COOLWICK WAREHOUSESITE ADDRESS: 80 WEATHERS STREET YOUNGSVILLE, NORTH CAROLINAPIN NUMBER: 1842-79-8720JURISDICTION: TOWN OF YOUNGSVILLECURRENT ZONING DISTRICT: IND (INDUSTRIAL)TOTAL ACREAGE: 4.80 ACRES (209,089.61 SF)TOTAL PROPOSED IMPERVIOUS SURFACE: 1.48 ACRES(64,588SF)BUILDING SETBACKS:FRONT-80'SIDE-16'REAR-16'BUILDING FLOOR AREA:BUILDING 'A': 9,000SF WAREHOUSE, 1,000SF OFFICE SPACE MAX. EMPLOYEES ONSITE=10BUILDING 'B': 9,000SF WAREHOUSE, 1,000SF OFFICE SPACE MAX EMPLOYEES ONSITE=10BUILDING 'C': 1,200SF WAREHOUSE, 600SF OFFICE SPACE MAX EMPLOYEES ONSITE=4BUILDING 'D': 1,200SF WAREHOUSE, 600SF OFFICE SPACE MAX EMPLOYEES ONSITE=4BUILDING 'E': 1,200SF WAREHOUSE, 600SF OFFICE SPACE MAX EMPLOYEES ONSITE=4PARKING CALCULATIONS:REQUIRED PARKING: 1 SPACE PER 2 EMPLOYEES PLUS 1 PER 350SF OF SPACE OPEN TO THE PUBLICBUILDING 'A': EMPLOYEES ONSITE=10 SPACES REQUIRED=5BUILDING 'B': EMPLOYEES ONSITE=10 SPACES REQUIRED=5BUILDING 'C': EMPLOYEES ONSITE=0 SPACES REQUIRED=0BUILDING 'D': EMPLOYEES ONSITE=0 SPACES REQUIRED=0BUILDING 'E': EMPLOYEES ONSITE=0 SPACES REQUIRED=0TOTAL REQUIRED PARKING SPACES: 10 SPACESTOTAL PROVIDED PARKING SPACES: 11 SPACES (2 ADA ACCESSIBLE)OWNER/DEVELOPER:COOLWICK, LLC186 WIND CHIME COURT # 200RALEIGH, NORTH CAROLINA 27615ENGINEER:CRUMPLER CONSULTING SERVICES, PLLCCONTACT: JOSH CRUMPLER, PE2308 RIDGE ROADRALEIGH, NC 27612(919) 413-1704EXISTING CENTERLINE OF STREAMEXISTING TOP OF STREAM BANKEXISTING 50' RIPARIAN BUFFER1902412/13/1980 WEATHERS STREET
YOUNGSVILLE, NORTH CAROLINA
COOLWICK, LLC WEATHERS STREET66' PUBLIC R/WPROPOSED5' SIDEWALKNOTES1.BOUNDARY AND EXISTING CONDITIONS SURVEY PROVIDED BY B.L. SCOTTLAND SURVEYING DATED 08-08-19.2.A PORTION OF THE PROPERTY IS LOCATED IN ZONE X THAT IS LOCATEDWITHIN THE O.2% ANNUAL CHANCE ZONE. THE REMAINING PORTIONS OFTHE PROPERTY IS LOCATED IN ZONES X (AREA DETERMINED TO BEOUTSIDE THE O.2% ANNUAL CHANCE AND FUTURE 1% ANNUAL CHANCEFLOODPLAIN) BASED ON THE FEMA MAP NUMBER 3720184200L DATEDAPRIL , 2013.3.ONSITE WETLANDS HAVE BEEN IDENTIFIED WITHIN THE PROJECT ORPARCEL AS SHOWN. WETLANDS INVESTIGATION PERFORMED BYCAROLINA ECOSYSTEMS IN SEPTEMBER 2019.4.THIS DRAWING IS NOT FOR RECORDATION.EXISTING EASEMENT53.00'24.00'R50.00'9.00'TYP.R5.00'20.00'PUBLICUTILITYEASEMENT20.00'DRAINAGEEASEMENT20.00'PUBLICUTILITYEASEMENT20.00'DRAINAGEEASEMENTPROPOSED5' SIDEWALKBUILDING 'A'PROPOSED10,000 SFWAREHOUSE65.13'PROPOSED20' GARAGEPROPOSEDLOADING BAY125.00'80.00'PROPOSED EDGEOF DRIVEBUILDING 'B'PROPOSED10,000 SFWAREHOUSE125.00'80.00'40.13'20.00'TYP.140.00'PROPOSEDGRAVEL30.00'60.00'BUILDING 'D'PROPOSED1,800 SFBUILDINGBUILDING 'C'PROPOSED1,800 SFBUILDINGBUILDING EPROPOSED1,800 SFBUILDING30.00'60.00'55.00'60.00'25.00'25.00'PROPOSED SIDEWALKPROPOSED ROADWAY80.0'FRONTSETBACK16.00'SIDESETBACK16.00'SIDESETBACK20.00'PUBLICUTILITYEASEMENT16.0'SIDESETBACK16.0'SIDESETBACK40.00'TYPE 'A'LANDSCAPEBUFFEREXISTING WETLANDSEXISTINGJURISDITIONALWETLAND (OUTSIDEPROJECTBOUNDARY)EXISTINGJURISDITIONALWETLAND (OUTSIDEPROJECTBOUNDARY)PROPOSED 5'WOODEN FENCE25.00'PROPOSED 5'WOODEN FENCEPROPOSED TREE LINER30.00'R30.00'PROPOSED EDGEOF DRIVE40.00'TYPE 'A'LANDSCAPEBUFFERPROPOSEDGRAVELPROPOSEDGRAVEL
LEGENDEXISTING PROPERTY LINEEXISTING ABUTTING PROPERTY LINEEXISTING RIGHT-OF-WAYEXISTING OVERHEAD POWER LINEEXISTING BUILDING SETBACK LINEEXISTING ABUTTING PROPERTY LINEEXISTING PARKING SETBACK LINEEXISTING EDGE OF PAVEMENTGRADING PLAN ADA NOTES1.PROPOSED ADA PARKING AND STALL STRIPING SHALL HAVE SLOPESNO STEEPER THAN 1:48 (2%).2.PROPOSED ACCESSIBLE ROUTE TO RIGHT-OF-WAY AND PROPOSEDSIDEWALKS SHALL HAVE A RUNNING SLOPE NO STEEPER THAN 1:20(5%) AND CROSS SLOPES NO STEEPER THAN 1:48 (2%).3.RAMPS SHALL COMPLY WITH THE REQUIREMENTS OF 2012 NCSBCSECTION 1010.4.HANDRAILS SHALL COMPLY WITH THE REQUIREMENTS OF 2012 NCSBCSECTION 1012.C-4104CAD FILE: D:\CCS\Projects\2019\19024-CoolWick Warehouse\Base\ LAYOUT: Grading Plan
ofSCALE:DATE:DRAWN BY:CHECKED BY:CRUMPLER
Consulting Services, PLLCPROJECT NO.:ISSUED FORCONSTRUCTIONEXISTING CONTOUR MAJOREXISTING CONTOUR MINORN0303015SCALE: 1 INCH = 30 FEETJACJAC1" = 30'1902404/07/2080 WEATHERS STREET
YOUNGSVILLE, NORTH CAROLINA
COOLWICK, LLC NOTES1.BOUNDARY AND EXISTING CONDITIONS SURVEY PROVIDED BY B.L. SCOTTLAND SURVEYING DATED 08-08-19.2.A PORTION OF THE PROPERTY IS LOCATED IN ZONE X THAT IS LOCATEDWITHIN THE O.2% ANNUAL CHANCE ZONE. THE REMAINING PORTIONS OFTHE PROPERTY IS LOCATED IN ZONES X (AREA DETERMINED TO BEOUTSIDE THE O.2% ANNUAL CHANCE AND FUTURE 1% ANNUAL CHANCEFLOODPLAIN) BASED ON THE FEMA MAP NUMBER 3720184200L DATEDAPRIL , 2013.3.ONSITE WETLANDS HAVE BEEN IDENTIFIED WITHIN THE PROJECT ORPARCEL AS SHOWN. WETLANDS INVESTIGATION PERFORMED BYCAROLINA ECOSYSTEMS IN SEPTEMBER 2019.4.THIS DRAWING IS NOT FOR RECORDATION.EXISTING WETLANDSWEATHERS STREET66' PUBLIC R/W20.00'PUBLICUTILITYEASEMENT20.00'DRAINAGEEASEMENT20.00'PUBLICUTILITYEASEMENT20.00'DRAINAGEEASEMENT20.00'PUBLICUTILITYEASEMENT40.00'TYPE 'A'LANDSCAPEBUFFER40.0'TYPE 'A'LANDSCAPEBUFFEREXISTING FENCETO BE REMOVEDN=829,933.19'E=2,148,218.96'(NAD 83/2011)INV. OUT=418.73EX. 30" RCPINV. OUT=418.06EX. CURB INLETTOP=423.54INV. OUT=411.54EX. 18" CPPINV. OUT=418.06EXISTINGCENTERLINEOF STREAM(NON-JURISDICTIONAL)PROPOSED CONTOUR MAJORPROPOSED CONTOUR MINOR100PROPOSED SIDEWALKPROPOSED ROADWAYPROPOSED5' SIDEWALK53.00'24.00'R50.00'9.00'TYP.R5.00'20.00'PUBLICUTILITYEASEMENTPROPOSED5' SIDEWALKBUILDING 'A'PROPOSED10,000 SFWAREHOUSE65.13'PROPOSED20' GARAGEPROPOSEDLOADING BAY125.00'80.00'BUILDING 'B'PROPOSED10,000 SFWAREHOUSE125.00'80.00'40.13'20.00'TYP.140.00'30.00'60.00'BUILDING 'D'PROPOSED1,800 SFBUILDINGBUILDING 'C'PROPOSED1,800 SFBUILDINGBUILDING EPROPOSED1,800 SFBUILDING30.00'60.00'55.0'60.00'25.00'25.00'80.0'FRONTSETBACK16.00'SIDESETBACK16.00'SIDESETBACK16.00'SIDESETBACK16.0'SIDESETBACKEXISTINGJURISDITIONALWETLAND (OUTSIDEPROJECTBOUNDARY)EXISTINGJURISDITIONALWETLAND (OUTSIDEPROJECTBOUNDARY)PROPOSED WALLTOW=421.50BOW=420.00TOW=421.50BOW=420.00TOW=422.50BOW=420.00PROPOSED 40LF OF 24"RCP @ 1.0%PROPOSED 36"Ø RCPRISER STRUCTUREPROPOSED EXTENSIONOF 18"Ø RCPPROPOSED EDGEOF DRIVEPROPOSEDGRAVELPROPOSED EDGEOF DRIVEPROPOSEDGRAVELPROPOSEDGRAVEL
C-5105CAD FILE: D:\CCS\Projects\2019\19024-CoolWick Warehouse\Base\ LAYOUT: NPDES-1
ofSCALE:DATE:DRAWN BY:CHECKED BY:CRUMPLER
Consulting Services, PLLCPROJECT NO.:ISSUED FORCONSTRUCTIONJACJAC1" = 30'1902404/07/2080 WEATHERS STREET
YOUNGSVILLE, NORTH CAROLINA
COOLWICK, LLC PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1.E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be kept on site and available forinspection at all times during normal business hours.2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:(a)This General Permit as well as the Certificate of Coverage, after it is received.(b)Records of inspections made during the previous twelve months. The permittee shallrecord the required observations on the Inspection Record Form provided by theDivision or a similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1.Occurrences that Must be ReportedPermittees shall report the following occurrences:(a)Visible sediment deposition in a stream or wetland.(b)Oil spills if:·They are 25 gallons or more,·They are less than 25 gallons but cannot be cleaned up within 24 hours,·They cause sheen on surface waters (regardless of volume), or·They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA(Ref: 40 CFR 302.4) or G.S. 143-215.85.(d)Anticipated bypasses and unanticipated bypasses.(e)Noncompliance with the conditions of this permit that may endanger health or theenvironment.2.Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also bereported to the Department's Environmental Emergency Center personnel at [phone].3. Documentation to be Retained for Three Years All data used to complete the e-NOI and all inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41]PART II, SECTION G, ITEM (4)DRAW DOWN OF SEDIMENT BASINS FOR MAINTENANCE OR CLOSE OUTSediment basins and traps that receive runoff from drainage areas of one acre or more shall use outlet structures that withdraw water from the surface when these devices need to be drawn downfor maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:(a)The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawalshall not commence until the E&SC plan authority has approved these items,(b)The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,(c)Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls includeproperly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,(d)Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,(e)Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and(f)Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.NCG01 SELF-INSPECTION,
RECORDKEEPING AND REPORTING
C-6106CAD FILE: D:\CCS\Projects\2019\19024-CoolWick Warehouse\Base\ LAYOUT: NPDES-2
ofSCALE:DATE:DRAWN BY:CHECKED BY:CRUMPLER
Consulting Services, PLLCPROJECT NO.:ISSUED FORCONSTRUCTIONJACJAC1" = 30'1902404/07/2080 WEATHERS STREET
YOUNGSVILLE, NORTH CAROLINA
COOLWICK, LLC
NCG01 SELF-INSPECTION,
RECORDKEEPING AND REPORTING GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1.Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2.Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3.Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4.Provide ponding area for containment of treated Stormwater before dischargingoffsite.5.Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.HAZARDOUS AND TOXIC WASTE1.Create designated hazardous waste collection areas on-site.2.Place hazardous waste containers under cover or in secondary containment.3.Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1.Maintain vehicles and equipment to prevent discharge of fluids.2.Provide drip pans under any stored equipment.3.Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4.Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5.Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1.Never bury or burn waste. Place litter and debris in approved waste containers.2.Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3.Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4.Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5.Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6.Anchor all lightweight items in waste containers during times of high winds.7.Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8.Dispose waste off-site at an approved disposal facility.9.On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1.Do not dump paint and other liquid waste into storm drains, streams or wetlands.2.Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3.Contain liquid wastes in a controlled area.4.Containment must be labeled, sized and placed appropriately for the needs of site.5.Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1.Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2.Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3.Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1.Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2.Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.3.Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4.Do not stockpile these materials onsite.CONCRETE WASHOUTS1.Do not discharge concrete or cement slurry from the site.2.Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3.Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.4.Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.5.Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7.Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8.Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9.Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10.At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2.Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3.Provide stable stone access point when feasible.4.Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.SECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a)Perimeter dikes,swales, ditches, andperimeter slopes(b)High Quality Water(HQW) Zones(c)Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d)Slopes 3:1 to 4:1(e)Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake Watershed
LEGENDEXISTING PROPERTY LINEEXISTING ABUTTING PROPERTY LINEEXISTING RIGHT-OF-WAYEXISTING OVERHEAD POWER LINEEXISTING BUILDING SETBACK LINEEXISTING ABUTTING PROPERTY LINEEXISTING PARKING SETBACK LINEEXISTING EDGE OF PAVEMENTEROSION CONTROL PLAN ADA NOTES1.PROPOSED ADA PARKING AND STALL STRIPING SHALL HAVE SLOPESNO STEEPER THAN 1:48 (2%).2.PROPOSED ACCESSIBLE ROUTE TO RIGHT-OF-WAY AND PROPOSEDSIDEWALKS SHALL HAVE A RUNNING SLOPE NO STEEPER THAN 1:20(5%) AND CROSS SLOPES NO STEEPER THAN 1:48 (2%).3.RAMPS SHALL COMPLY WITH THE REQUIREMENTS OF 2012 NCSBCSECTION 1010.4.HANDRAILS SHALL COMPLY WITH THE REQUIREMENTS OF 2012 NCSBCSECTION 1012.C-7107CAD FILE: D:\CCS\Projects\2019\19024-CoolWick Warehouse\Base\ LAYOUT: Erosion Control
ofSCALE:DATE:DRAWN BY:CHECKED BY:CRUMPLER
Consulting Services, PLLCPROJECT NO.:ISSUED FORCONSTRUCTIONEXISTING CONTOUR MAJOREXISTING CONTOUR MINORN0303015SCALE: 1 INCH = 30 FEETJACJAC1" = 30'1902404/07/2080 WEATHERS STREET
YOUNGSVILLE, NORTH CAROLINA
COOLWICK, LLC NOTES1.BOUNDARY AND EXISTING CONDITIONS SURVEY PROVIDED BY B.L. SCOTTLAND SURVEYING DATED 08-08-19.2.A PORTION OF THE PROPERTY IS LOCATED IN ZONE X THAT IS LOCATEDWITHIN THE O.2% ANNUAL CHANCE ZONE. THE REMAINING PORTIONS OFTHE PROPERTY IS LOCATED IN ZONES X (AREA DETERMINED TO BEOUTSIDE THE O.2% ANNUAL CHANCE AND FUTURE 1% ANNUAL CHANCEFLOODPLAIN) BASED ON THE FEMA MAP NUMBER 3720184200L DATEDAPRIL , 2013.3.ONSITE WETLANDS HAVE BEEN IDENTIFIED WITHIN THE PROJECT ORPARCEL AS SHOWN. WETLANDS INVESTIGATION PERFORMED BYCAROLINA ECOSYSTEMS IN SEPTEMBER 2019.4.THIS DRAWING IS NOT FOR RECORDATION.EXISTING WETLANDSPROPOSED HORSESHOE INLET PROTECTIONPROPOSED RIP RAP ENERGY DISSIPATERPROPOSED RISER AND SKIMMERPROPOSED BAFFLEPROPOSED TEMPORARY DIVERSIONPROPOSED SILT FENCEPROPOSED LIMITS OF DISTURBANCEEXISTINGJURISDITIONALWETLAND (OUTSIDEPROJECTBOUNDARY)PROPOSEDINLET PROTECTIONPROPOSEDROCK CONSTRUCTIONENTRANCEPROPOSEDRISER AND SKIMMEREXTEND OUTLET PIPETO SILT FENCE OUTLETPROPOSEDTEMPORARYDIVERSION DITCH(TYP.)PROPOSEDCHECK DAM(TYP.)WEATHERS STREET66' PUBLIC R/WR30.00'20.00'PUBLICUTILITYEASEMENT20.00'DRAINAGEEASEMENT20.00'PUBLICUTILITYEASEMENT20.00'DRAINAGEEASEMENT20.00'PUBLICUTILITYEASEMENT40.00'TYPE 'A'LANDSCAPEBUFFER40.0'TYPE 'A'LANDSCAPEBUFFEREXISTING FENCETO BE REMOVEDN=829,933.19'E=2,148,218.96'(NAD 83/2011)INV. OUT=418.73EX. 30" RCPINV. OUT=418.06EX. CURB INLETTOP=423.54INV. OUT=411.54EX. 18" CPPINV. OUT=418.06EXISTINGCENTERLINEOF STREAM(NON-JURISDICTIONAL)EROSION CONTROL NOTES1.ALL LAND DISTURBING ACTIVITIES SHALL BE CONDUCTED INACCORDANCE WITH NCDEMLR EROSION CONTROL STANDARDS.2.ALL TEMPORARY EROSION CONTROL MEASURES SHALL BEMAINTAINED IN PROPER WORKING CONDITION DURING THE PERIOD OFCONSTRUCTION.3.ADDITIONAL EROSION CONTROL MEASURES AND/OR MODIFICATIONSTO PROPOSED MEASURES MAY BE NECESSARY DEPENDING ONACTUAL SITE CONDITIONS. SILT FENCE OUTLETS ARE TO BE PLACEDAT LOW POINTS IN THE SILT FENCING IF NOT OTHERWISE NOTED ONPLANS.4.THE TOTAL DISTURBED AREA IS 3.34 ACRES.5.SEE DETAIL SHEETS FOR EROSION CONTROL MEASURE DETAILS.6.ALL SLOPES ON TEMPORARY SKIMMER BASINS SHALL BE BLANKETWITH NAG C125BN EROSION CONTROL BLANKET OR APPROVEDEQUAL.CONSTRUCTION SEQUENCE1.EROSION AND SEDIMENT CONTROL (E&SC) PERMIT AND ACERTIFICATE OF COVERAGE (COC) MUST BE OBTAINED BEFORE ANYLAND DISTURBING ACTIVITIES OCCUR. A COPY OF THE E&SC PERMIT,THE COC, AND A HARD COPY OF THE PLAN MUST BE KEPT ON SITE,PREFERABLY IN A PERMITS BOX, AND ACCESSIBLE DURINGINSPECTION.2.CONTACT THE DEMLR RALEIGH REGIONAL OFFICE (919-791-4200) ATLEAST 48 HOURS PRIOR TO COMMENCING THE LAND-DISTURBINGACTIVITY TO SCHEDULE A PRECONSTRUCTION MEETING WITHEROSION CONTROL INSPECTOR.3.INSTALL CONSTRUCTION ENTRANCE, AND WHEN COMPLETE, INSTALLTHE PERIMETER SILT FENCE. UPON COMPLETION OF INSTALLATIONOF PERIMETER MEASURES, SEED, MULCH, AND ANCHOR EROSIONAND SEDIMENTATION CONTROL MEASURES. CLEARING SHALL BELIMITED TO ONLY THE NECESSARY AREAS TO GET MEASURESINSTALLED.4.ONCE STABILIZED, INSTALL TEMPORARY DIVERSION DITCHES ANDTEMPORARY SEDIMENT BASIN.5.BEGIN CLEARING AND ROUGH GRADING OF SITE. ALL EXCAVATIONSPERFORMED SHALL BE BACKFILLED WITHIN THE SAME DAY, WITHSPOIL PLACEMENT ON UPSLOPE SIDE.6.BEGIN FINISHED GRADING, FILLING, AND COMPACTION OF SITE.7.THE CONTRACTOR SHALL CONDUCT SELF-INSPECTIONS OF THEEROSION AND SEDIMENTATION CONTROL MEASURES AND COMPETETHE FOLLOWING COMBINED SELF-INSPECTION FORM FOUND ON THEDEMLR WEBSITE:HTTPS://FILES.NC.GOV/NCDEQ/ENERGY%20MINERAL%20AND%20LAND%20RESOURCES/STORMWATER/NPDES%20GENERAL%20PERMITS/DEMLR-CSW-MONITORING-FORM-REV-AUGUST-8-2019.PDFTWELVE MONTHS OF COMPLETE INSPECTION FORMS SHALL BE KEPTON-SITE AND AVAILABLE FOR INSPECTION AT ALL TIMES. IT ISRECOMMENDED A COPY BE KEPT IN A PERMITS BOX.8.STABILIZE SITE AS AREAS ARE BROUGHT UP TO FINISHED GRADEWITH VEGETATION, STONE BASE COURSE, CONCRETE, ETC. SEESHEET DETAIL SHEET FOR SEEDING SCHEDULE.9.ONCE SITE VEGETATION HAS BEEN RESTORED, REMOVE FILTERSOCK, TEMPORARY SKIMMER BASINS AND ANY REMAINING EROSIONCONTROL MEASURES. THE PERMITTEE SHALL CONTACT DEMLR TOCLOSE OUT THE E&SC PLAN. AFTER DEMLR INFORMS THEPERMITTEE OF THE PROJECT CLOSE OUT, VIA INSPECTION REPORT,THE PERMITTEE SHALL VISIT DEQ.NC.GOV/NCG01 TO SUBMIT ANELECTRONIC NOTICE OF TERMINATION (E-NOT). A $100 ANNUALGENERAL PERMIT FEE WILL BE CHARGED UNTIL THE E-NOT HAS BEENFILLED OUT.BUILDING 'A'PROPOSED10,000 SFWAREHOUSEBUILDING 'B'PROPOSED10,000 SFWAREHOUSEBUILDING 'D'PROPOSED1,800 SFBUILDINGBUILDING 'C'PROPOSED1,800 SFBUILDINGBUILDING EPROPOSED1,800 SFBUILDINGEXISTINGJURISDITIONALWETLAND (OUTSIDEPROJECTBOUNDARY)PROPOSED BAFFLE(TYP.)PROPOSED SILT FENCE(TYP.)PROPOSED LIMITS OFDISTURBANCE(TYP.)PROPOSED SKIMMERBASIN #2PROPOSED SKIMMERBASIN #1REMOVE TEMPORARYDIVERSION DITCHPRIOR TO PLACINGSTONE ON PADPROPOSEDEMERGENCYSPILLWAYPROPOSEDEMERGENCYSPILLWAYPROPOSEDRISER AND SKIMMEREXTEND OUTLET PIPE TOSILT FENCE OUTLETPROPOSED RIP RAP LINER ATDIVERSION INLETSPROPOSED RIP RAP LINER ATDIVERSION INLETSPROPOSED SILTFENCE OUTLET(TYP.)
LEGENDEXISTING PROPERTY LINEEXISTING ABUTTING PROPERTY LINEEXISTING RIGHT-OF-WAYEXISTING OVERHEAD POWER LINEEXISTING BUILDING SETBACK LINEEXISTING ABUTTING PROPERTY LINEEXISTING PARKING SETBACK LINEEXISTING EDGE OF PAVEMENTEXISTING SANITARY SEWERUTILITY PLAN
C-8108CAD FILE: D:\CCS\Projects\2019\19024-CoolWick Warehouse\Base\ LAYOUT: Utility
ofSCALE:DATE:DRAWN BY:CHECKED BY:CRUMPLER
Consulting Services, PLLCPROJECT NO.:ISSUED FORCONSTRUCTIONFRANKLIN COUNTY UTILITY NOTES1.ALL MATERIALS & CONSTRUCTION METHODS SHALL BE INACCORDANCE WITH FRANKLIN COUNTY DESIGN STANDARDS,DETAILS & SPECIFICATIONS (REFERENCE: CORPUD HANDBOOK,CURRENT EDITION)2.UTILITY SEPARATION REQUIREMENTS:a.A DISTANCE OF 100’ SHALL BE MAINTAINED BETWEEN SANITARYSEWER & ANY PRIVATE OR PUBLIC WATER SUPPLY SOURCE SUCHAS AN IMPOUNDED RESERVOIR USED AS A SOURCE OF DRINKINGWATER. IF ADEQUATE LATERAL SEPARATION CANNOT BEACHIEVED, FERROUS SANITARY SEWER PIPE SHALL BESPECIFIED & INSTALLED TO WATERLINESPECIFICATIONS. HOWEVER, THE MINIMUM SEPARATION SHALLNOT BE LESS THAN 25’ FROM A PRIVATE WELL OR 50’ FROM APUBLIC WELL.b.WHEN INSTALLING WATER &OR SEWER MAINS, THE HORIZONTALSEPARATION BETWEEN UTILITIES SHALL BE 10’. IF THISSEPARATION CANNOT BE MAINTAINED DUE TO EXISTINGCONDITIONS, THE VARIATION ALLOWED IS THE WATER MAIN IN ASEPARATE TRENCH WITH THE ELEVATION OF THE WATER MAIN ATLEAST 18” ABOVE THE TOP OF THE SEWER & MUST BE APPROVEDBY THE PUBLIC UTILITIES DIRECTOR. ALL DISTANCES AREMEASURED FROM OUTSIDE DIAMETER TO OUTSIDE DIAMETER.c.WHERE IT IS IMPOSSIBLE TO OBTAIN PROPER SEPARATION, ORANYTIME A SANITARY SEWER PASSES OVER A WATERMAIN, DIPMATERIALS OR STEEL ENCASEMENT EXTENDED 10’ ON EACH SIDEOF CROSSING MUST BE SPECIFIED & INSTALLED TO WATERLINESPECIFICATIONS.d.5.0’ MINIMUM HORIZONTAL SEPARATION IS REQUIRED BETWEENALL SANITARY SEWER & STORM SEWER FACILITIES, UNLESS DIPMATERIAL IS SPECIFIED FOR SANITARY SEWER .e.MAINTAIN 18” MIN. VERTICAL SEPARATION AT ALLWATERMAIN & RCP STORM DRAINCROSSINGS; MAINTAIN 24” MIN. VERTICAL SEPARATION AT ALLSANITARY SEWER & RCP STORM DRAIN CROSSINGS. WHEREADEQUATE SEPARATIONS CANNOT BE ACHIEVED, SPECIFY DIPMATERIALS & A CONCRETE CRADLEHAVING 6” MIN. CLEARANCE (PER CORPUD DETAILS W-41 & S-49)f.ALL OTHER UNDERGROUND UTILITIES SHALL CROSSWATER & SEWER FACILITIES WITH 18” MIN. VERTICAL SEPARATIONREQUIRED.3.ANY NECESSARY FIELD REVISIONS ARE SUBJECT TO REVIEW &APPROVAL OF AN AMENDED PLAN &/OR PROFILE BY THE FRANKLINCOUNTY PUBLIC UTILITIES DEPARTMENT PRIOR TO CONSTRUCTION.4.CONTRACTOR SHALL MAINTAIN CONTINUOUS WATER & SEWERSERVICE TO EXISTING RESIDENCES & BUSINESSES THROUGHOUTCONSTRUCTION OF PROJECT. ANY NECESSARY SERVICEINTERRUPTIONS SHALL BE PRECEDED BY A 24 HOUR ADVANCENOTICE TO THE FRANKLIN COUNTY PUBLIC UTILITIES DEPARTMENT.5.3.0’ MINIMUM COVER IS REQUIRED ON ALL WATER MAINS & SEWERFORCEMAINS. 4.0’ MINIMUM COVER IS REQUIRED ON ALL REUSEMAINS.6.ABANDON AND REMOVE EXISTING WATER AND SEWER SERVICESNOT BEING USED IN REDEVELOPMENT OF SITE AS DIRECTED BY THEFRANKLIN COUNTY PUBLIC UTILITIES DEPARTMENT. THIS INCLUDESABANDONING TAP AT MAIN & REMOVAL OF SERVICE FROM ROW OREASEMENT PER CORPUD HANDBOOK PROCEDURE.7.INSTALL 3/4” COPPER WATER SERVICES WITH METERS LOCATED ATROW OR WITHIN A 2’X2’ WATERLINE EASEMENT IMMEDIATELYADJACENT. NOTE: IT IS THE APPLICANT’S RESPONSIBILITY TOPROPERLY SIZE THE WATER SERVICE FOR EACH CONNECTION TOPROVIDE ADEQUATE FLOW & PRESSURE.8.INSTALL 4” PVC SEWER SERVICES @ 1.0% MINIMUM GRADE WITHCLEANOUTS LOCATED AT ROW OR EASEMENT LINE & SPACED EVERY75 LINEAR FEET MAXIMUM.9.PRESSURE REDUCING VALVES ARE REQUIRED ON ALL WATERSERVICES EXCEEDING 80 PSI; BACKWATER VALVES ARE REQUIREDON ALL SANITARY SEWER SERVICES HAVING BUILDING DRAINSLOWER THAN 1.0’ ABOVE THE NEXT UPSTREAM MANHOLE.10.ALL ENVIRONMENTAL PERMITS APPLICABLE TO THE PROJECT MUSTBE OBTAINED FROM NCDWQ, USACE &/OR FEMA FOR ANY RIPARIANBUFFER, WETLAND &/OR FLOODPLAIN IMPACTS (RESPECTIVELY)PRIOR TO CONSTRUCTION.11.NCDOT / RAILROAD ENCROACHMENT AGREEMENTS ARE REQUIREDFOR ANY UTILITY WORK (INCLUDING MAIN EXTENSIONS & SERVICETAPS) WITHIN STATE OR RAILROAD ROW PRIOR TO CONSTRUCTION.FIRE PROTECTION NOTES:1.ALL PORTION OF THE EXTERIOR WALL OF THE FIRST FLOOR OF BUILDINGSHALL BE LOCATED WITHIN 150 FEET OF FIRE APPARATUS LOCATEDWITHIN ROADWAY.2.FIRE FLOW ANALYSIS MUST BE PROVEN PRIOR TO ISSUANCE OF BUILDINGPERMITS.3.FIRE HYDRANTS SHALL BE NO MORE THAN 400' FROM A BUILDING ORHOUSE AS HOW THE FIRE HOSE LAYS.PROP. 4" SANITARYSEWER SERVICE(TYP.)EXISTING WATER LINEN0303015SCALE: 1 INCH = 30 FEETJACJAC1" = 30'1902404/07/2080 WEATHERS STREET
YOUNGSVILLE, NORTH CAROLINA
COOLWICK, LLC PROPOSED SIDEWALKPROPOSED ROADWAYPROPOSED WATERLINEPROPOSED SEWER SERVICENOTES1.BOUNDARY AND EXISTING CONDITIONS SURVEY PROVIDED BY B.L. SCOTTLAND SURVEYING DATED 08-08-19.2.A PORTION OF THE PROPERTY IS LOCATED IN ZONE X THAT IS LOCATEDWITHIN THE O.2% ANNUAL CHANCE ZONE. THE REMAINING PORTIONS OFTHE PROPERTY IS LOCATED IN ZONES X (AREA DETERMINED TO BEOUTSIDE THE O.2% ANNUAL CHANCE AND FUTURE 1% ANNUAL CHANCEFLOODPLAIN) BASED ON THE FEMA MAP NUMBER 3720184200L DATEDAPRIL , 2013.3.ONSITE WETLANDS HAVE BEEN IDENTIFIED WITHIN THE PROJECT ORPARCEL AS SHOWN. WETLANDS INVESTIGATION PERFORMED BYCAROLINA ECOSYSTEMS IN SEPTEMBER 2019.4.THIS DRAWING IS NOT FOR RECORDATION.WEATHERS STREET66' PUBLIC R/WR30.00'20.00'PUBLICUTILITYEASEMENT20.00'DRAINAGEEASEMENT20.00'PUBLICUTILITYEASEMENT20.00'DRAINAGEEASEMENT20.00'PUBLICUTILITYEASEMENT40.00'TYPE 'A'LANDSCAPEBUFFER40.0'TYPE 'A'LANDSCAPEBUFFEREXISTING MANHOLETOP=417.67INV. IN=410.02INV. OUT=410.00EXISTING MANHOLETOP=424.38INV. IN=408.78INV. OUT=408.73TEMPORARYBENCHMARK=424.38EXISTING MANHOLETOP=423.29INV. IN=407.10INV. OUT=407.03N=829,933.19'E=2,148,218.96'(NAD 83/2011)INV. OUT=418.73EX. 30" RCPINV. OUT=418.06EX. CURB INLETTOP=423.54INV. OUT=411.54EX. 18" CPPINV. OUT=418.06APPROXIMATE LOCATIONOF EX. WATER MAINCONTRACTOR TO VERIFYLOCATION AND SIZEPROPOSED5' SIDEWALKPROPOSED5' SIDEWALKBUILDING 'A'PROPOSED10,000 SFWAREHOUSEPROPOSED20' GARAGEPROPOSEDLOADING BAYBUILDING 'B'PROPOSED10,000 SFWAREHOUSEPROPOSEDGRAVELBUILDING 'D'PROPOSED1,800 SFBUILDINGBUILDING 'C'PROPOSED1,800 SFBUILDINGBUILDING EPROPOSED1,800 SFBUILDINGPROP. 4" CLEANOUTPROP. 2" PVCWATERMAINPROPOSED 1"Ø PRIVATE FORCE MAINTO SERVE EACH BUILDING.PROPOSED BUILDING TO HAVEINDIVIDUAL GRINDER PUMPS.PROPOSED 34" TYPE 'K' COPPERWATER SERVICEEXISTING WETLANDSEXISTINGJURISDITIONALWETLAND (OUTSIDEPROJECTBOUNDARY)EXISTINGJURISDITIONALWETLAND (OUTSIDEPROJECTBOUNDARY)PROPOSED 34" TYPE 'K' COPPERWATER SERVICEPROPOSED 5/8" METER IN METER BOXPROPOSED 2" TEE WITH (2) 3/4" REDUCERS
DETAILS
D-187CAD FILE: D:\CCS\Projects\2019\19024-CoolWick Warehouse\Base\ LAYOUT: Details
ofSCALE:DATE:DRAWN BY:CHECKED BY:CRUMPLER
Consulting Services, PLLCPROJECT NO.:ISSUED FORCONSTRUCTIONNTSJACJAC1902404/07/2080 WEATHERS STREET
YOUNGSVILLE, NORTH CAROLINA
COOLWICK, LLC CONCRETE SIDEWALKNO SCALENOTES:1. TRANSVERSE EXPANSION JOINTS TO BE A MAXIMUM OF 50 FEET.2. ALL CONCRETE TO BE FINISHED WITH CURING COMPOUND.3. A 6 INCH DEPTH IS REQUIRED AT LOCATIONS OF DRIVEWAY CROSSINGS, AT STREET INTERSECTIONS (ALONG THE LENGTH OF RADIUSCURB RETURNS), AND IN THE HANDICAP RAMPS.0.02'/FTPROPOSED SIDEWALK
RIGHT OF WAY LINE
GRASSED UTILITY STRIP
2'-6" CURB AND GUTTER
PLAN VIEWTRANSVERSE EXPANSION JOINTTYPICAL SECTION5'-0"5'-0"VARIES5'-0"
MAXIMUM
GRASSED UTILITY STRIP2'-6" CURBAND GUTTERPROPOSED SIDEWALK(CONCRETE 300 P.S.I.)COMPACTED TO A DENSITYOF NO LESS THAN 95%4"1/2"1/4"SIDEWALK SURFACEJOINT FILLER18" RADIUSCURB RAMPNO SCALEMIN. DROPCURBCURBTRANSITIONMIN. RAMPWIDTHNOTES:1.RAMPS WITH FLARED SIDES WILL BE USED WHEN NEEDED FOR PEDESTRIAN CIRCULATION (SEE DETAIL ABOVE).2.RAMPS WITH RETURNED CURB WILL BE USED WHEN FLARED SIDES ARE NOT NEEDED FOR PEDESTRIAN CIRCULATION (SEE DETAIL BELOW).3.DETECTABLE WARNING DOMES WILL COVER 2'-0" LENGTH AND FULL WIDTH OF THE RAMP FLOOR.4.DETECTABLE WARNING DOMES WILL CONTRAST VISIBILITY WITH ADJOINING SURFACE, EITHER LIGHT-ON-DARK OR DARK-ON-LIGHT SEQUENCE.* RAMP WIDTH WILL MATCHSIDEWALK WIDTHCURBTRANSITIONBASECTION A-AISOMETRIC VIEWSECTION D-DSECTION C-CCCDDDETECTABLE WARNINGDOMES12" EXPANSION JOINTDETECTABLEWARNINGSURFACE5'4'5'2'-0"BASE DIAMETER0.9"R TO 1.4"RTOP DIAMETER 50-65%OF BASE DIAMETER0.65 MIN.1.6"-2.4"0.2"SIDEWALKTOP OF CURBGUTTER12:1 MAX. SLOPE4' MIN *2'12" EXPANSION JOINTDETECTABLEWARNINGSURFACECONSTRUCTROUNDEDCORNERSEXISTING, PROPOSED, ORFUTURE SIDEWALK (5' STD.)2' DETECTABLEWARNING SURFACE12:1 MAX. RAMP SLOPE4"TOP OF CURBGUTTER6" CURB6" CURB4'TYPICAL PIPE TRENCHNO SCALENOTES:1.ALL PIPE SYSTEMS SHALL BE INSTALLED IN ACCORDANCE WITH ASTM D2321, "STANDARD PRACTICE FOR UNDERGROUND INSTALLATION OFTHERMOPLASTIC PIPE FOR SEWERS AND OTHER GRAVITY FLOW APPLICATIONS", LATEST EDITION.2.MEASURES SHOULD BE TAKEN TO PREVENT MIGRATION OF NATIVE FINES INTO BACKFILL MATERIAL, WHEN REQUIRED.3.FOUNDATION: WHERE THE TRENCH BOTTOM IS UNSTABLE, THE CONTRACTOR SHALL EXCAVATE TO A DEPTH REQUIRED BY THE ENGINEER ANDREPLACE WITH SUITABLE MATERIAL AS SPECIFIED BY THE ENGINEER. AS AN ALTERNATIVE AND AT THE DISCRETION OF THE DESIGN ENGINEER,THE TRENCH BOTTOM MAY BE STABILIZED USING A GEOTEXTILE MATERIAL.4.BEDDING: SUITABLE MATERIAL SHALL BE CLASS I, II, OR III. THE CONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATIONTO ENGINEER. UNLESS OTHERWISE NOTED BY THE ENGINEER, MINIMUM BEDDING THICKNESS SHALL BE 4" (100mm) FOR 4"-24" (100mm - 600mm);6" (150mmm) FOR 30" - 60" (750mm - 900mm).5.INITIAL BACKFILL: SUITABLE MATERIAL SHALL BE CLASS I, II, OR III IN THE PIPE ZONE EXTENDING NOT LESS THAN 6" ABOVE CROWN OF PIPE. THECONTRACTOR SHALL PROVIDE DOCUMENTATION FOR MATERIAL SPECIFICATION TO ENGINEER. MATERIAL SHALL BE INSTALLED AS REQUIRED INASTM D2321 LATEST EDITION.6.MINIMUM COVER: MINIMUM COVER, H, IN NON-TRAFFIC APPLICATIONS (GRASS OR LANDSCAPE AREAS) IS 12" FROM THE TOP OF PIPE TO GROUNDSURFACE. ADDITIONAL COVER MAY BE REQUIRED TO PREVENT FLOTATION. FOR TRAFFIC APPLICATIONS, MINIMUM COVER, H, IS 12" UP TO 48"DIAMETER PIPE AND 24" OF COVER FOR 54"-60" DIAMETER PIPE, MEASURED FROM TOP OF PIPE TO BOTTOM OF FLEXIBLE PAVEMENT OR TO TOPOF RIGID PAVEMENT.RECOMMENDED MIN.TRENCH WIDTHSPIPE DIA.MIN. TRENCHWIDTH4"21"6"23"8"26"10"28"12"30"15"34"18"39"24"48"30"56"36"64"42"72"48"80"54"88"60"96"MIN. RECOMMENDED COVER BASED ONVEHICLE LOADING CONDITIONSSURFACE LIVE LOADING CONDITIONPIPE DIA.H-25HEAVY CONSTRUCTION(75T AXLE LOAD)*12" - 48"12"48"54" - 60"24"60"*VEHICLES IN EXCESS OF 75T MAY REQUIRE ADDITIONAL COVERMIN. RECOMMENDED COVER*BASED ON RAILWAYLOADING CONDITIONSPIPE DIA.COOPER E-80**UP TO 24"24"30" - 36"36"42" - 60"48"*COVER IS MEASURED FROM TOP OF PIPE TOBOTTOM OF RAILWAY TIE.**E-80 COVER REQUIREMENTS ARE ONLYAPPLICABLE TO ASTM F 2306 PIPE.MIN. COVER TORIGID PAVEMENT, HMIN. COVER TOFLEXIBLE PAVEMENT, H6"4" FOR 12" - 24" PIPE6" FOR 30" - 60" PIPESPRINGLINEMIN. TRENCH WIDTH(SEE TABLE)SUITABLE FOUNDATIONBEDDINGHAUNCHINITIAL BACKFILLFINALBACKFILLCOMPACTED SUBGRADE6" NCDOT TYPE CABC;AGGREGATE BASE COARSEGRAVEL DRIVE SECTIONNO SCALESEEDBED PREPARATION:1.CHISEL COMPACTED AREAS AND SPREAD TOPSOIL THREE INCHES DEEP OVERADVERSE SOIL CONDITIONS, IF AVAILABLE.2.RIP THE ENTIRE AREA TO SIX INCHES DEEP.3.REMOVE ALL LOOSE ROCK, ROOTS, AND OTHER OBSTRUCTIONS LEAVINGSURFACE REASONABLY SMOOTH AND UNIFORM.4.APPLY AGRICULTURAL LIME, FERTILIZER AN SUPERPHOSPHATE UNIFORMLYAND MIX WITH SOIL (*SEE BELOW).5.CONTINUE TILLAGE UNTIL A WELL-PULVERIZED, FIRM REASONABLY UNIFORMSEEDBED IS PREPARED FOUR TO SIX INCHES DEEP.6.SEED ON A FRESHLY PREPARED SEEDBED AND COVER SEED LIGHTLY WITHSEEDING EQUIPMENT OR CULTIPACK AFTER SEEDING.7.MULCH IMMEDIATELY AFTER SEEDING AND ANCHOR MULCH.8.INSPECT ALL SEEDED AREAS AND MAKE NECESSARY REPAIRS ORRESEEDINGS WITHIN THE PLANTING SEASON, IF POSSIBLE. IF STAND SHOULDBE OVER 60% DAMAGED, RE-ESTABLISH FOLLOWING THE ORIGINAL LIME,FERTILIZER AND SEEDING RATES.*APPLY:a.AGRICULTURAL LIMESTONEa.a.LIGHT TEXTURED, SANDY SOILS: 1 - 1.5 TONS/ACRE, OR PER SOIL TESTa.b.HEAVY TEXTURED, CLAYEY SOILS: 2 - 3 TONS/ACRE, OR PER SOIL TESTb.FERTILIZER - 10-10-10 ANALYSIS @ 900 LBS/ACREc.SUPERPHOSPHATE - 500 LBS/ACRE OF 20% ANALYSISd.MULCH - 2 TONS (+/- 80 BALES) STRAW/ACREe.ANCHOR - USE LIQUID ASPHALT @ 400 GALS/ACRE OR EMULSIFIED ASPHALT @ 300 GALS/ACRE OR WOOD & PAPER FIBER HYDROMULCHES @ 125-175 LBS/ACRE OR GUAR AND STARCH BASED TACKIFIERS @ 100-200 LBS/ACRE OR CRIMPING/PUNCHING W/ BLADES SPACES @ MAXIMUM 8"CONSULT CONSERVATION ENGINEER OR SOIL CONSERVATION SERVICE FORADDITIONAL INFORMATION CONCERNING OTHER ALTERNATIVES FOR VEGETATION OFDENUDED AREAS. THE ABOVE VEGETATION RATES ARE THOSE WHICH DO WELLUNDER LOCAL CONDITIONS; OTHER SEEDING RATE COMBINATIONS ARE POSSIBLE.*NURSE CROP/TEMPORARY - RESEED ACCORDING TO OPTIMUM SEASON FORDESIRED PERMANENT VEGETATION. DO NOT ALLOW TEMPORARY COVER TO GROWOVER 12" IN HEIGHT BEFORE MOWING, OTHERWISE FESCUE MAY BE SHADED OUT.STEEL POSTFRONT VIEW AREAS OF CONCENTRATED FLOW.1. USE SILT FENCE ONLY WHEN DRAINAGE AREA DOES NOT EXCEED 1/4 ACRE AND NEVER INNOTES:SIDE VIEW24"3'-0"
18"-24"* FOR REPAIR OF SILT FENCE FAILURES, USE No. 57 WASHED STONE.GRADEGRADEMIN. 12-1/2 GA.INTERMEDIATEWIRES FOR ANCHOR WHEN SILT FENCE IS PROTECTING CATCH BASIN.2. END OF SILT FENCE NEEDS TO BE TURNED UPHILL.TEMPORARY SILT FENCENO SCALEINSPECT SILT FENCES AT LEAST ONCE A WEEKAND AFTER EACH RAINFALL. MAKE ANYREQUIRED REPAIRS IMMEDIATELY.REMOVE SEDIMENT DEPOSITS AS NECESSARYTO PROVIDE ADEQUATE STORAGE VOLUME FORTHE NEXT RAIN AND TO REDUCE PRESSURE ONTHE FENCE. TAKE CARE TO AVOIDUNDERMINING THE FENCE DURING CLEANOUT.REMOVE ALL FENCING MATERIALS ANDUNSTABLE SEDIMENT DEPOSITS AND BRING THEAREA TO GRADE AND STABILIZE IT AFTER THECONTRIBUTING DRAINAGE AREA HAS BEENPROPERLY STABILIZED.3. 4. 5. SILT FENCE FABRICINSTALLED TO SECONDWIRE FROM THE TOPMAINTENANCE:INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEKAND AFTER EACH RAINFALL EVENT, MAKE ANYREQUIRED REPAIRS IMMEDIATELY. SHOULD THEFABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR,DECOMPOSE, OR BECOME INEFFECTIVE, REPLACE ITPROMPTLY. REMOVE THE SEDIMENT DEPOSITS ASNECESSARY TO PROVIDE ADEQUATE STORAGEVOLUME FOR THE NEXT RAIN AND TO REDUCEPRESSURE ON THE FENCE. TAKE CARE TO AVOIDUNDERMINING THE FENCE DURING CLEANOUT.REMOVE ALL FENCING MATERIALS AND UNSTABLESEDIMENT DEPOSITS AND BRING THE AREA TO GRADEAND STABILIZE IT AFTER THE CONTRIBUTINGDRAINAGE AREA HAS BEEN PROPERLY STABILIZED.8' MAX. STANDARD STRENGTH FABRIC WITH WIRE FENCE**6' MAX. EXTRA STRENGTH FABRIC WITHOUT WIRE FENCEBACKFILL TRENCH ANDCOMPACT THOROUGHLY(4" WIDE x 8" DEEP MIN)24"TURN FILTER FABRICINTO TRENCHFILL SLOPE OREXISTING GRADE(UPSLOPE SIDE)8" DOWN AND 4"FORWARD ALONGTHE TRENCHALT. WOVEN WIRE FABRIC IF 6' SPACING IS USEDMIN. 10 GA.LINE WIRES** WIRE FENCEOPTIONAL IF 6' STEELPOST SPACING IS USED18"-24"MIN. 10 GA.LINE WIRESSILT FENCE GEOTEXTILE FABRIC(EXTRA STRENGTH IF 6' STEELPOST SPACING IS USED)FILTER FABRICIN TRENCHGROUND STABILIZATION (DWQ)SITE AREA STABILIZATION EXCEPTIONSDESCRIPTION TIME FRAMEPERIMETER DIKES 7 DAYS NONESWALES, DITCHES,AND SLOPESHIGH QUALITY 7 DAYS NONEWATER (HQW)ZONESSLOPES STEEPER 7 DAYS IF SLOPES ARE 10' ORTHAN 3:1 LESS IN LENGTH AND ARE NO STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.SLOPES 3:1 OR 14 DAYS 7 DAYS FOR SLOPESFLATTER GREATER THAN 50' IN LENGTHALL OTHER AREAS 14 DAYS NONE (EXCEPTWITH SLOPES FOR PERIMETERSFLATTER THAN 4:1 AND HQW ZONES)SEEDING SCHEDULENO SCALE
DETAILS
D-288CAD FILE: D:\CCS\Projects\2019\19024-CoolWick Warehouse\Base\ LAYOUT: Details-2
ofSCALE:DATE:DRAWN BY:CHECKED BY:CRUMPLER
Consulting Services, PLLCPROJECT NO.:ISSUED FORCONSTRUCTIONNTSJACJAC1902404/07/2080 WEATHERS STREET
YOUNGSVILLE, NORTH CAROLINA
COOLWICK, LLC