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HomeMy WebLinkAbout5089-BAREFOOT-OLD STAGE ROAD-PRELIMINARY SITE PLANSHEET INDEXS-1COVERS-2 PRELIMINARY SITE PLANS-3 UTILITY PLANS-4 DETAILSS-5 DETAILSS-6DETAILSREVISED:5089PROJECT NO.:DATE:September 13, 2021Phone: (919) 894-7765 Fax: (919) 894-81901403 NC Highway 50 South - Benson, NC 27504CONSULTING ENGINEERS & SURVEYORSngineersEnoch, P.A.PRELIMINARY SITE PLANS FOR:OLD STAGE RD.OLD STAGE RD.NEILL'S CREEK TOWNSHIPHARNETT COUNTYNORTH CAROLINAOWNER / DEVELOPER:T&L COATS, LLC165 SOMMERVILLE PARK RD.RALEIGH, NC 27603DESIGNED BY:E-mail: general@enochengineers.comN.C. Firm License #C-2061NTSVICINITYSITES - 1EE PROJECT: S - 2EE PROJECT:Revisions DESIGNED BY: DRAWN BY: CHECKED BY: EE, PA EE, PA BH VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: 09-23-2021 ~ 1"=30' SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. PRELIMINARY SITE PLAN FOR BAREFOOT-OLD STAGE ROAD DUPLEX , P.A. noch ngineers CONSULTING ENGINEERS & SURVEYORS 1403 NC Highway 50 South - Benson, NC 27504 Phone: (919) 894-7765 Fax: (919) 894-8190 E-mail: general@enochengineers.com E NC Firm License #C-2061 LOCATION: PROPERTY DEVELOPER(S):NTSVICINITY1 inch = ft.( IN FEET )GRAPHIC SCALE30 1 inch = ft.( IN FEET )GRAPHIC SCALE30NTSVICINITYRevisions DESIGNED BY: DRAWN BY: CHECKED BY: EE, PA EE, PA BH VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: 09-23-2021 ~ 1"=30' SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. EXISTING AND PROPOSED UTILITIES FOR BAREFOOT-OLD STAGE ROAD DUPLEX , P.A. noch ngineers CONSULTING ENGINEERS & SURVEYORS 1403 NC Highway 50 South - Benson, NC 27504 Phone: (919) 894-7765 Fax: (919) 894-8190 E-mail: general@enochengineers.com E NC Firm License #C-2061 LOCATION: PROPERTY DEVELOPER(S):S - 3EE PROJECT: RIP RAP APRON STABILIZATION DETAILCONSTRUCTION SPECIFICATIONSPLACE RIPRAP SO THAT IT FORMS A DENSE,WELL-GRADED MASS OF STONE WITH A MINIMUM OFVOIDS. THE DESIRED DISTRIBUTION OF STONESTHROUGHOUT THE MASS MAY BE OBTAINED BYSELECTIVE LOADING AT THE QUARRY, ANDCONTROLLED DUMPING DURING FINAL PLACEMENT.PLACE RIPRAP TO ITS FULL THICKNESS IN ONEOPERATION. DO NOT PLACE RIPRAP BY DUMPINGTHROUGH CHUTES OR OTHER METHODS THATCAUSE SEGREGATION OF STONE SIZES. TAKE CARENOT TO DISLODGE THE UNDERLYING BASE ORFILTER WHEN PLACING STONES.MAINTENANCERIPRAP SHOULD BE INSPECTED PERIODICALLY ANDAFTER HEAVY RAINFALLS FOR SCOUR ORDISLODGED STONES. CONTROL OF WEED ANDBRUSH GROWTH MAY BE NEEDED IN SOMELOCATIONS. IMMEDIATELY MAKE ALL NEEDEDREPAIRS TO PREVENT FURTHER DAMAGE.(NOT TO SCALE)SILT FENCE DETAIL(NOT TO SCALE)TEMPORARY CONSTRUCTION ENTRANCE(NOT TO SCALE)DESIGN CRITERIAAGGREGATE SIZE - USE 2-3 INCH WASHED STONE.DIMENSIONS OF GRAVEL PAD:THICKNESS:6 INCHES MINIMUMWIDTH:12-FEET MINIMUM OR FULL WIDTH AT ALL POINTS OFTHE VEHICULAR ENTRANCE AND EXITAREA, WHICHEVER IF GREATERLENGTH:50-FEET MINIMUMLOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMITSEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUMUTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES,AND ENTRANCES AT CURVES IN PUBLIC ROADS.WASHING - IF CONDITIONS AT THE SITE ARE SUCH THAT MOST OF THEMUD AND SEDIMENT ARE NOT REMOVED BY VEHICLES TRAVELINGOVER THE GRAVEL, THE TIRES SHOULD BE WASHED. WASHINGSHOULD BE DONE ON AN AREA STABILIZED WITH CRUSHED STONETHAT DRAINS INTO A SEDIMENT TRAP OR OTHER SUITABLE DISPOSALAREA. A WASH RACK MAY ALSO BE USED TO MAKE WASHING MORECONVENIENT AND EFFECTIVE.CONSTRUCTION SPECIFICATIONS1.CLEAR THE ENTRANCE AND EXIT AREA OF ALL VEGETATION,ROOTS, AND OTHER OBJECTIONABLE MATERIAL AND PROPERLYGRADE IT.2.PLACE THE GRAVEL TO THE SPECIFIC GRADE AND DIMENSIONSSHOWN ON THE PLANS, AND SMOOTH IT.3.PROVIDE DRAINAGE TO CARRY WATER TO SEDIMENT TRAP OROTHER SUITABLE OUTLET.4.USE GEOTEXTILE FABRICS BECAUSE THEY IMPROVE STABILITYOF THE FOUNDATION IN LOCATIONS SUBJECT TO SEEPAGE OR HIGHWATER TABLE.MAINTENANCEMAINTAIN THE GRAVEL PAD IN A CONDITION TO PREVENT MUD ORSEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAYREQUIRE PERIODIC TOPDRESSING WITH 2-INCH STONE. AFTER EACHRAINFALL, INSPECT ANY STRUCUTRE USED TO TRAP SEDIMENT ANDCLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALLOBJECTIONABLE MATERIALS SPILLED, WASHED, OR TRACKED ONTOPUBLIC ROADWAYS.ROCK CHECK DAMCONSTRUCTION1.PLACE STRUCTURAL STONE (CLASS B) TO THE LINES AND DIMENSIONS SHOWN ONTHE PLAN ON A FILTER FABRIC FOUNDATION. THE CREST WIDTH OF THE DAMSHOULD BE A MINIMUM OF 2 FEET.2.KEEP THE CENTER STONE SECTION AT LEAST 9 INCHES BELOW THE END WHERETHE DAM ABUTS THE CHANNEL BANKS.3.PLACE SEDIMENT CONTROL STONE (#5 OR #57) ON THE UPSTREAM SIDE OF THEDAM THAT IS A MINIMUM OF 1 FOOT THICK.4.PROVIDE AN APRON THAT IS 3 TIMES THE HEIGHT OF THE DAM. THE APRON WIDTHIS AT LEAST 4 FEET LONG. UNDERCUT THE APRON SO THAT THE TOP OF THEAPRON IS FLUSH WITH THE SURROUNDING GRADE.5.EXTEND THE STONE AT LEAST 1.5 FEET BEYOND THE DITCH BANK TO KEEP WATERFROM CUTTING AROUND THE ENDS OF THE CHECK DAM.6.EXCAVATE SEDIMENT STORAGE AREA TO THE DIMENSIONS SHOWN ON THE PLAN.MAINTENANCEPOROUS BAFFLES DETAILSW-20.25REVISIONSNOTESSTRAW BALESTRAW BALE(TYP)10 mil PLASTIC LININGVARIES10' MINIMUMBINDER WIRENATIVE MATERIAL(OPTIONAL)STAPLES(2 PER BALE)WOOD ORMETAL STAKES(2 PER BALE)SECTION B-BNOT TO SCALE10 mil PLASTIC LININGBBPLANNOT TO SCALECONCRETE WASHOUTSIGN DETAIL(OR EQUIVALENT)PLYWOOD48"X24"PAINTED WHITEBLACK LETTERS6" HEIGHTLAG SCREWS36"36"TYPE "ABOVE GRADE" WITH STRAW BALES2"8"1.12" DIASTEEL WIRESTAPLEDETAILCONCRETEWASHOUT10' MINIMUMVARIES10 mil PLASTIC LININGPLANNOT TO SCALE10 mil PLASTIC LININGWOOD FRAME SECURELYFASTENED AROUNDENTIRE PERIMETERWITH TWO STAKESTWO-STACKED2X12 ROUGHWOOD FRAMESTAKE(TYP)TYPE "ABOVE GROUND"WITH WOOD PLANKSSECTION B-BNOT TO SCALEBBVARIES10' MINIMUMAA10 mil PLASTIC LINING10 mil PLASTIC LININGSANDBAGBERMBERM3'LATH ANDFLAGGING ON3 SIDESPLANNOT TO SCALESECTION A-ANOT TO SCALESANDBAGTYPE "BELOW GRADE"CONCRETE WASHOUTDRAWN BY: WDPDATE: 10/22/2012WOOD POST3.5"X3.5"X8'1. ACTUAL LAYOUT TO BE DETERMINED IN THE FIELD.2. A CONCRETE WASHOUT SIGN SHALL BE INSTALLED WITHIN 30' OF THE TEMPORARY CONCRETE WASHOUT FACILITY.3. MATERIALS USED TO CONSTRUCT TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE REMOVED FROM THE SITE OF THE WORK AND DISPOSED OF OR RECYCLED.4. HOLES, DEPRESSIONS OR OTHER GROUND DISTURBANCE CAUSED BY THE REMOVAL OF THE TEMPORARY CONCRETE WASHOUT FACILITIES SHALL BE BACKFILLED, REPAIRED, AND STABILIZED TO PREVENT EROSION.Revisions DESIGNED BY: DRAWN BY: CHECKED BY: EE, PA EE, PA BH VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: 09-23-2021 ~ 1"=30' SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. DETAILS FOR BAREFOOT-OLD STAGE ROAD DUPLEX , P.A. noch ngineers CONSULTING ENGINEERS & SURVEYORS 1403 NC Highway 50 South - Benson, NC 27504 Phone: (919) 894-7765 Fax: (919) 894-8190 E-mail: general@enochengineers.com E NC Firm License #C-2061 LOCATION: PROPERTY DEVELOPER(S):S - 4EE PROJECT: NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the construction activity beingconsidered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 ConstructionGeneral Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and SedimentControl plan approved by the delegated authority having jurisdiction. All details and specifications shown on thissheet may 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 the techniques in the tablebelow:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1.Select flocculants that are appropriate for the soils being exposed during construction, selecting from theNC 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 Approved PAMS/Flocculants and inaccordance with the manufacturer's instructions.4.Provide ponding area for containment of treated Stormwater before discharging offsite.5.Store flocculants in leak-proof containers that are kept under storm-resistant cover or surrounded bysecondary 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 the project.4.Collect all spent fluids, store in separate containers and properly dispose as hazardous waste (recyclewhen possible).5.Remove leaking vehicles and construction equipment from service until the problem has been corrected.6.Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum products to a recycling ordisposal 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, trash receptacle) on site tocontain construction and domestic wastes.3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no otheralternatives are reasonably available.4.Locate waste containers on areas that do not receive substantial amounts of runoff from upland areas anddoes not drain directly to a storm drain, stream or wetland.5.Cover waste containers at the end of each workday and before storm events or provide secondarycontainment. 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 if containers 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 surface waters unless no otheralternatives 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 from construction sites.PORTABLE TOILETS1.Install portable toilets on level ground, at least 50 feet away from storm drains, streams or wetlands unlessthere is no alternative reasonably available. If 50 foot offset is not attainable, provide relocation ofportable toilet behind silt fence or place on a gravel pad and surround with sand bags.2.Provide staking or anchoring of portable toilets during periods of high winds or in high foot traffic areas.3.Monitor portable toilets for leaking and properly dispose of any leaked material. Utilize a licensed sanitarywaste hauler to remove leaking portable toilets and replace with properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1.Store and apply herbicides, pesticides and rodenticides in accordance with label restrictions.2.Store herbicides, pesticides and rodenticides in their original containers with the label, which listsdirections for use, ingredients and first aid steps in case of accidental poisoning.3.Do not store herbicides, pesticides and rodenticides in areas where flooding is possible or where theymay spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean areaimmediately.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 local and state solid wasteregulations and at an approved facility.3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixerand associated materials on impervious barrier and within lot perimeter silt fence.4.Install temporary concrete washouts per local requirements, where applicable. If an alternate method orproduct is to be used, contact your approval authority for review and approval. If local standard detailsare not available, use one of the two types of temporary concrete washouts provided on this detail.5.Do not use concrete washouts for dewatering or storing defective curb or sidewalk sections. Stormwateraccumulated within the washout may not be pumped into or discharged to the storm drain system orreceiving surface waters. Liquid waste must be pumped out and removed from project.6.Locate washouts at least 50 feet from storm drain inlets and surface waters unless it can be shown thatno other alternatives are reasonably available. At a minimum, install protection of storm drain inlet(s)closest to the washout which could receive spills or overflow.7.Locate washouts in an easily accessible area, on level ground and install a stone entrance pad in front ofthe washout. Additional controls may be required by the approving authority.8.Install at least one sign directing concrete trucks to the washout within the project limits. Post signage onthe washout itself to identify this location.9.Remove leavings from the washout when at approximately 75% capacity to limit overflow events.Replace the tarp, sand bags or other temporary structural components when no longer functional. Whenutilizing alternative or proprietary products, follow manufacturer's instructions.10.At the completion of the concrete work, remove remaining leavings and dispose of in an approveddisposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away fromstorm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can beshown no other alternatives are reasonably available.2.Protect stockpile with silt fence installed along toe of slope with a minimum offset of five feet from the toeof stockpile.3.Provide stable stone access point when feasible.4.Stabilize stockpile within the timeframes provided on this sheet and in accordance with the approved planand any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coveragetechniques that will restrain accelerated erosion on disturbed soils for temporary or permanent controlneeds.SECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporary ground stabilization shallbe converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar daysafter the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to renderthe surface 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 unless there is zeroslopeStabilize within thismany calendar daysafter ceasing landdisturbance77714NoneNone(a)Perimeter dikes, swales,ditches, and perimeterslopes(b)High Quality Water(HQW) Zones(c)Slopes steeper than 3:1If 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 slopes flatterthan 4:114-7 days for slopes greater than 50' in length andwith slopes steeper than 4:1-7 days for perimeter dikes, swales, ditches,perimeter slopes and HQW Zones-10 days for Falls Lake WatershedNCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTINGEFFECTIVE: 04/01/19PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the table below. When adverseweather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspectionmay be delayed until the next business day on which it is safe to perform the inspection. In addition, when astorm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shallbe performed upon the commencement of the next business day. Any time when inspections were delayed shallbe 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. The approved E&SC planmust be kept up-to-date throughout the coverage under this permit. The following items pertaining to the E&SCplan shall be kept on site and available for inspection 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 shall record the requiredobservations on the Inspection Record Form provided by the Division or a similar inspection form thatincludes all the required elements. Use of electronically-available records in lieu of the required papercopies will be allowed if shown 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 311 of the CleanWater 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 the environment.2.Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriateDivision regional office within the timeframes and in accordance with the other requirements listed below.Occurrences outside normal business hours may also be reported to the Department's Environmental EmergencyCenter personnel at (800) 858-0368.3. 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 down for maintenance or close out unless this isinfeasible. 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 thefollowing 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.Revisions DESIGNED BY: DRAWN BY: CHECKED BY: EE, PA EE, PA BH VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: 09-23-2021 ~ 1"=30' SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. DETAILS FOR BAREFOOT-OLD STAGE ROAD DUPLEX , P.A. noch ngineers CONSULTING ENGINEERS & SURVEYORS 1403 NC Highway 50 South - Benson, NC 27504 Phone: (919) 894-7765 Fax: (919) 894-8190 E-mail: general@enochengineers.com E NC Firm License #C-2061 LOCATION: PROPERTY DEVELOPER(S):RESIDENTIAL COLLECTOR ROADCROSS SECTION DETAILWITH 50' R/WNTSRESIDENTIAL LOCAL ROADCROSS SECTION DETAILWITH 50' R/WNTSS - 5EE PROJECT: NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILValve and ValveBox InstallationPAGE13NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILValve MarkerPAGE15CONTRACTOR SHALL STAMPDISTANCE TO CENTER OF VALVEINTO EMBED.NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILTapping Sleeve andValve AssemblyPAGE5ALL MATERIALS USED IN THE POTABLE WATER SYSTEM MUST BE NSF61 AND NSF372 CERTIFIED AND MEET THE LATEST FEDERAL SAFE DRINKING WATER ACT REQUIREMENTS.NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILStandard Water TapPAGE20NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAILPipe LayingConditionPAGE17NameDescriptionRev.Drawn By:Checked By:Approved By:Scale:P.O. Box 2263Smithfield, NC 27577JOHNSTON COUNTYDepartment of Public UtilitiesInit.DateDateWATERSTANDARD DETAIL34" and 1"Water Meter ServicePAGE21Revisions DESIGNED BY: DRAWN BY: CHECKED BY: EE, PA EE, PA BH VERTICAL SCALE: DATE CREATED: HORIZONTAL SCALE: 09-23-2021 ~ 1"=30' SURVEY INFORMATION: PLAN INFORMATION: NOTE: This document, in physical or electronic form, discloses subject matter considered confidential to ENOCH ENGINEERS, P.A. and on which ENOCH ENGINEERS, P.A. has exclusive property rights. Neither receipt nor possession thereof confers or transfers any rights to reproduce this document or any part thereof, or to disclose any information contained therein to others, or to use it for any purpose without the written permission of ENOCH ENGINEERS, P.A. DETAILS FOR BAREFOOT-OLD STAGE ROAD DUPLEX , P.A. noch ngineers CONSULTING ENGINEERS & SURVEYORS 1403 NC Highway 50 South - Benson, NC 27504 Phone: (919) 894-7765 Fax: (919) 894-8190 E-mail: general@enochengineers.com E NC Firm License #C-2061 LOCATION: PROPERTY DEVELOPER(S):S - 6EE PROJECT: