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Home My WebLink About20200121 Ver 1_PERMITTING SET_1-16-2020_20200120CO APP R O X I M A T E SEP T I C F I E L D ARE A 15" CMPINV. IN EL.=2026.29'INV. OUT EL.=2025.04' 15" HDPEINV. IN EL. = 2026.02'INV. OUT EL. = 2025.19' 36" CMPINV. IN EL. = 2024.09'INV OUT EL. = 2022.57' 15" CMPINV. IN EL. = 2026.49'INV. OUT EL. = 2026.34' 18" CMPINV. IN EL. = 2033.91INV. OUT EL. = 2032.87' 24" CMPINV. IN EL. = 2060.85'INV. OUT EL. = 2057.99' 15" CMPINV. IN EL. = 2042.94'INV. OUT EL. = 2042.15' 15" CMP INV. OUT EL. = 2057.65' 12" HDPEINV. IN EL. = 2069.82'INV. OUT EL. = 2068.42' 6" HDPEINV. IN EL. = 2069.23'INV. OUT EL. = 2065.60' N:608012.88E:563586.14 N:608302.28E:563329.97 N:608651.98E:563174.59 CONTROL POINT #31/2" IPS (FLUSH) CONTROL POINT #2 ELEVATION = 2041.06' 1/2" IPS (FLUSH) CONTROL POINT #2 ELEVATION = 2026.41' 1/2" IPS (FLUSH) GA GAGA GAGA MOOREDB. 291PG. 850 MOOREDB. 291PG. 850 MOOREDB. 247PG. 399 SELLERSDB. 149PG. 804 MOOSEDB. 154PG. 223 SUMPTERDB. 285PG. 264 SUMPTERDB. 285PG. 264 CODYDB. 139PG. 213 BURCHFIELDDB. 364PG. 175 BURCHFIELDDB. 49PG. 458 COLLINS / CUTSHAWDB. 206PG. 325 15" CMPINV. IN EL. = 2040.46'INV. OUT EL. = 2039.67' ELEVATION = 2061.00' INV. IN EL. = 2058.90' LEGEND EXISTING ASPHALT AREA EXISTING ASPHALT EXISTING GROUND CONTOUR (MAJOR) EXISTING GROUND CONTOUR (MINOR) EXISTING MASONRY RETAINING WALL EXISTING OVERHEAD UTILITY LINES EXISTING UTILITY RIGHT OF WAY EXISTING POWER POLE EXISTING STREAM LIMIT EXISTING WATER AREA EXISTING DRAINAGE DITCH CO EXISTING SEWER CLEANOUT EXISTING SEPTIC DRAIN FIELD AREA EXISTING SEWER LINE EXISTING NCDOT SIGN (STREET OR SPEED LIMIT) EXISTING WATERLINE (PER GRAHAM COUNTY) EXISTING ROAD RIGHT OF WAY LIMIT EXISTING CONTROL POINT / BENCHMARK EXISTING BUILDING (AS NOTED) EXISTING CHAIN LINK DOG LOT V-EXIST-TEXT SUBJECT PROPERTY BOUNDARY (BY OTHERS) EXISTING TREELINE EXISTING GUY ANCHOR EXISTING PROPERTY LINE NOTES: THIS SURVEY IS OF EXISTING GROUND FEATURES AND IS NOT A BOUNDARY SURVEY. THIS SURVEY IS SUBJECT TO ALL EXISTING EASEMENTS OR RIGHTS-OF-WAY. THE N.C. GRID COORDINATES AS SHOWN ON THIS DRAWING WERE OBTAINED USING THEN.C.G.S. RTK NETWORK, REFERENCED TO THE N.A.D. 1983 (2011), EPOCH 2010, GEOID 12B. ALL DISTANCES SHOWN ARE GRID LENGTHS UNLESS OTHERWISE STATED. COMBINED GRID FACTOR USED: 0.999787798 ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUMOF 1988 (NAVD 88). N.C. GRIDNAD 83 (2011)EPOCH 2010 WATERVALVE N 4 1 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 23 °57 ' 2 6 " W 3 82 . 6 6 ' GRAHAM COUNTY RURAL DEVELOPMENT PROPERTYTOPOGRAPHIC SURVEY PROJECT DESCRIPTION:PROJECT LOCATION: GRAHAM COUNTY, N.C. CHEOAH TOWNSHIP 0 50 100 150 MOOSE BRANCH ROAD RIP RAP CHECK DAMEC13NOT TO SCALE PIPE OUTLET PROTECTIONCCNOT TO SCALE ROAD 'A' CROSS-SECTIONNOT TO SCALE REINFORCED CONCRETE ENDWALLSMALL PIPENOT TO SCALE STANDARD EXCAVATIONOVERCUT EXCAVATIONHDPE PIPESTORM DRAIN TRENCH DETAILNOT TO SCALEPROPOSED SEWER & WATER LEGEND SECTIONPLANTAPPING SLEEVE ANDVALVE WITH BOXNOT TO SCALE WATER LINE INSTALLATION ON NCDOT ROAD SHOULDERNOT TO SCALE STANDARD EXCAVATIONOVERCUT EXCAVATIONWATER LINE TRENCHINGNOT TO SCALE TYPICAL THRUST BLOCK FOR PLUGSTYPICAL THRUST BLOCKS FOR TEESTHRUST BLOCK DIMENSION "A" TYPICAL THRUST BLOCKS FOR BENDSTYPICAL THRUST BLOCK FOR REDUCERS THRUST BLOCKING - ALLNOT TO SCALE BLOW-OFF DETAILNOT TO SCALEDOUBLE SERVICE CONNECTIONNOT TO SCALE OFFSET AIR RELEASE VALVE INSTALLATIONNOT TO SCALE DEADMANNOT TO SCALE SILT FENCENOT TO SCALE SLOPE MATTING INSTALLATIONNOT TO SCALE SWALE MATTING INSTALLATIONNOT TO SCALE CREEK CROSSING - SMALLNOT TO SCALE CHANNEL MATTING - SMALL DITCHNOT TO SCALE NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES CUT/FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1 DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATIONTEMPORARY SEEDING SPECIFICATION NATIVE SEEDING: NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION WOOD GUARD RAILNOT TO SCALE TEMPORARY CONSTRUCTION ENTRANCENOT TO SCALE TEMPORARY DIVERSION DITCHNOT TO SCALE PLANSECTION A-AWATER METER BOX DETAILW16NOT TO SCALEUPDATED MARCH, 2017 NCG01 GROUND STABILIZATION AND MATERIALS HANDLINGEFFECTIVE: 04/01/19GROUND 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.AABELOW GRADE WASHOUT STRUCTURE1:1SIDE SLOPE(TYP.)10 MILPLASTICLINING3'-0"MIN.& X'MAX.SECTION A-ANOT TO SCALEABOVE GRADE WASHOUT STRUCTURENOT TO SCALEPLANSECTION B-BHIGHCOHESIVE &LOW FILTRATIONSOIL BERM8"6"2'HIGHCOHESIVE &LOW FILTRATIONSOIL BERM1:1 SIDE SLOPE(TYP.)10 MILPLASTIC LININGBB3'-0"MIN.& X'MAX.ASANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESSANDBAGS (TYP.)OR STAPLESNOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURES SHALL BEMAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES75% OF THE STRUCTURES CAPACITY.3.CONCRETE WASHOUT STRUCTURE NEEDS TO BECLEARY MARKED WITH SIGNAGE NOTING DEVICE.NOTES:1. ACTUAL LOCATION DETERMINED IN FIELD2. THE CONCRETE WASHOUT STRUCTURESSHALL BE MAINTAINED WHEN THE LIQUIDAND/OR SOLID REACHES 75% OF THESTRUCTURES CAPACITY TO PROVIDEADEQUATE HOLDING CAPACITY WITH AMINIMUM 12 INCHES OF FREEBOARD.3.CONCRETE WASHOUT STRUCTURE NEEDSTO BE CLEARY MARKED WITH SIGNAGENOTING DEVICE.ONSITE CONCRETE WASHOUTSTRUCTURE WITH LINERCONCRETEWASHOUTCONCRETEWASHOUTPLANCLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)CLEARLY MARKED SIGNAGENOTING DEVICE (18"X24" MIN.)SILT FENCE10'MIN10'MINSECTION 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 Sheet: 1File: S:\WATERSHED MANAGEMENT\Blackburn\NCG01 Compliance Detail\deq.nc.gov.pdfMissing or invalid reference ROAD 'A':STA. 0+35 TO ENDROAD 'A': STA. 0+19 TO STA. 0+35 PAVEMENT CROSS SECTIONSNOT TO SCALE WATTLE SECTIONSTAKE DETAILSWATTLE DITCH PROTECTIONNOT TO SCALE PERMANENT DRAINAGE SWALENOT TO SCALE TEMPORARY SWALENOT TO SCALE TYPICAL PAVEMENT REPAIRS - NCDOT ROADSPAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACEDNOT TO SCALE (MOOSE BRANCH ROAD ROW) GATE VALVE - LARGEW12NOT TO SCALEUPDATED FEBRUARY, 2018W42UPDATED MARCH, 2017 W5 UPDATED MARCH, 2017 W1UPDATED FEBRUARY, 2018 W6UPDATED MARCH, 2017 W22UPDATED MARCH, 2017 AIR RELEASE VALVE DETAILW33NOT TO SCALE EC33UPDATED MARCH, 2017 ST1UPDATED MARCH, 2017 SD8UPDATED MARCH, 2017 EC17UPDATED MARCH, 2017SD15UPDATED MARCH, 2017ST10-aUPDATED MAY, 2018 ST12UPDATED MARCH, 2017ST36UPDATED MARCH, 2017 SILT FENCEEC1UPDATED MARCH, 2017NOT TO SCALE EC1UPDATED MARCH, 2017EC7UPDATED MARCH, 2017 UPDATED MARCH, 2017EC11 EC24UPDATED MARCH, 2017 EC10UPDATED MARCH, 2017 EC6UPDATED MARCH, 2017EC4UPDATED MARCH, 2017TEMPORARY SKIMMER BASINEC27UPDATED MARCH, 2017NOT TO SCALE TYPICAL SHARED DRIVE CROSS-SECTIONNOT TO SCALEST10-bUPDATED MAY, 2018 SHARED DRIVE 1: STA. 0+19 TO STA. 0+35 SHARED DRIVE 1:STA. 0+35 TO ENDSHARED DRIVE 2:STA. 0+00 TO END GRAHAM COUNTY, NORTH CAROLINA SCHEDULE OF DRAWINGS GRAHAM COUNTY MOOSE BRANCH SUBDIVISION RURAL DEVELOPMENT AUTHORITY G-001 . . . . . COVER SHEET G-002 . . . . . GENERAL NOTES G-003 . . . . . EROSION CONTROL NOTES G-004 . . . . . GROUND STABILIZATION AND MATERIALS HANDLING G-005 . . . . . SELF-INSPECTION, RECORDKEEPING AND REPORTING CE-101 . . . . EXISTING SITE CONDITIONS C-101 . . . . . PLAN AND PROFILE ROAD 'A' C-102 . . . . . WATER LINE PLAN C-103 . . . . . EROSION CONTROL PHASE 1 C-104 . . . . . EROSION CONTROL PHASE 2 C-105 . . . . . EROSION CONTROL PHASE 3 C-501 . . . . . SITE DETAILS C-502 . . . . . SITE DETAILS C-503 . . . . . SITE DETAILS C-504 . . . . . WATER LINE DETAILS C-505 . . . . . WATER LINE DETAILS C-506 . . . . . STREAM IMPACT DETAILS AUGUST 2019 VICINITY MAP DIVISION VALUE = FEETGRAPHIC SCALE 1000 0 500 1000 2000 1000 \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 10:45 AM CHRIS BROWNPRELI MI NARY XX.XXXXX CITY OF McGILLINGTON WATER DISTRIBUTION SYSTEM IMPROVEMENTSmcgillassociates.com 55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 PROJECT LOCATION Know what's below. before you dig.CallR Dial 811 or 1-800-632-4949 N.C. One-Call Center PROPOSED WATER LEGEND GENERAL NOTES55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY JC JG PO -AUGUST 2019 15.00341 N/A G-002 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 2:04 PM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET GENERAL WATER NOTES CTV 000000000000000000000000000000000nnnEXISTING CONDITIONS LEGEND GENERAL NOTES: DEVELOPMENT DATA BLOCK · · · · EROSION CONTROL NOTES55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY NOT TO SCALE JC JG PO -AUGUST 2019 15.00341 N/A G-003 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 11:07 AM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET GENERAL EROSION CONTROL NOTES EC 44 NORTH CAROLINA LAND QUALITY SECTION EROSION CONTROL NOTES CUT/FILL SLOPES SEEDING SPECIFICATIONS - STEEPER THAN 3:1 DITCH/OPEN AREA PERMANENT SEEDING SPECIFICATION TEMPORARY SEEDING SPECIFICATION UPDATED JULY, 2019 NATIVE SEEDING: NATIVE PLANT SEEDING MIX FOR STREAM OR RIVERBANK STABILIZATION NCG01 GROUND STABILIZATION AND MATERIALS HANDLING EFFECTIVE: 04/01/19 GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITH THE NCG01 CONSTRUCTION GENERAL PERMIT Implementing the details and specifications on this plan sheet will result in the construction activity being considered compliant with the Ground Stabilization and Materials Handling sections of the NCG01 Construction General Permit (Sections E and F, respectively). The permittee shall comply with the Erosion and Sediment Control plan approved by the delegated authority having jurisdiction. All details and specifications shown on this sheet may not apply depending on site conditions and the delegated authority having jurisdiction. GROUND STABILIZATION SPECIFICATION Stabilize the ground sufficiently so that rain will not dislodge the soil. Use one of the techniques in the table below: POLYACRYLAMIDES (PAMS) AND FLOCCULANTS 1.Select flocculants that are appropriate for the soils being exposed during construction, 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 Approved PAMS/Flocculants and in accordance 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 by secondary containment structures. HAZARDOUS AND TOXIC WASTE 1.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 MAINTENANCE 1.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 (recycle when 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 or disposal center that handles these materials. LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE 1.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 to contain construction and domestic wastes. 3.Locate waste containers at least 50 feet away from storm drain inlets and surface waters unless no other alternatives are reasonably available. 4.Locate waste containers on areas that do not receive substantial amounts of runoff from 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 or provide 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 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 WASTE 1.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 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 from construction sites. PORTABLE TOILETS 1.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 foot offset is not attainable, provide relocation of portable 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 sanitary waste hauler to remove leaking portable toilets and replace with properly operating unit. HERBICIDES, PESTICIDES AND RODENTICIDES 1.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 lists directions 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 they may spill or leak into wells, stormwater drains, ground water or surface water. If a spill occurs, clean area immediately. 4.Do not stockpile these materials onsite. CONCRETE WASHOUTS 1.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 waste regulations and at an approved facility. 3.Manage washout from mortar mixers in accordance with the above item and in addition place the mixer and 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 or product is to be used, contact your approval authority for review and approval. If local standard details are 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. Stormwater accumulated within the washout may not be pumped into or discharged to the storm drain system or receiving 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 that no 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 of the 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 on the 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. When utilizing alternative or proprietary products, follow manufacturer's instructions. 10.At the completion of the concrete work, remove remaining leavings and dispose of in an approved disposal facility. Fill pit, if applicable, and stabilize any disturbance caused by removal of washout. EARTHEN STOCKPILE MANAGEMENT 1.Show stockpile locations on plans. Locate earthen-material stockpile areas at least 50 feet away from storm drain inlets, sediment basins, perimeter sediment controls and surface waters unless it can be shown 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 toe of 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 plan and any additional requirements. Soil stabilization is defined as vegetative, physical or chemical coverage techniques that will restrain accelerated erosion on disturbed soils for temporary or permanent control needs. A A BELOW GRADE WASHOUT STRUCTURE 1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC LINING 3'-0"MIN.& X'MAX.SECTION A-A NOT TO SCALE ABOVE GRADE WASHOUT STRUCTURE NOT TO SCALE PLAN SECTION B-B HIGH COHESIVE & LOW FILTRATION SOIL BERM 8"6" 2' HIGH COHESIVE & LOW FILTRATION SOIL BERM1:1 SIDE SLOPE (TYP.) 10 MIL PLASTIC LINING B B 3'-0"MIN.& X'MAX.A SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES SANDBAGS (TYP.) OR STAPLES NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. NOTES: 1. ACTUAL LOCATION DETERMINED IN FIELD 2. THE CONCRETE WASHOUT STRUCTURES SHALL BE MAINTAINED WHEN THE LIQUID AND/OR SOLID REACHES 75% OF THE STRUCTURES CAPACITY TO PROVIDE ADEQUATE HOLDING CAPACITY WITH A MINIMUM 12 INCHES OF FREEBOARD. 3.CONCRETE WASHOUT STRUCTURE NEEDS TO BE CLEARY MARKED WITH SIGNAGE NOTING DEVICE. ONSITE CONCRETE WASHOUT STRUCTURE WITH LINER CONCRETE WASHOUT CONCRETE WASHOUT PLAN CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) CLEARLY MARKED SIGNAGE NOTING DEVICE (18"X24" MIN.) SILT FENCE 10'MIN10' MIN SECTION E: GROUND STABILIZATION Required Ground Stabilization Timeframes Note: After the permanent cessation of construction activities, any areas with temporary ground stabilization shall be converted to permanent ground stabilization as soon as practicable but in no case longer than 90 calendar days after the last land disturbing activity. Temporary ground stabilization shall be maintained in a manner to render the surface stable against accelerated erosion until permanent ground stabilization is achieved. Site Area Description Timeframe variations -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed unless there is zero slope Stabilize within this many calendar days after ceasing land disturbance 7 7 7 14 None None (a)Perimeter dikes, swales, ditches, and perimeter slopes (b)High Quality Water (HQW) Zones (c)Slopes steeper than 3:1 If slopes are 10' or less in length and are not steeper than 2:1, 14 days are allowed (d)Slopes 3:1 to 4:1 (e)Areas with slopes flatter than 4:1 14 -7 days for slopes greater than 50' in length and with slopes steeper than 4:1 -7 days for perimeter dikes, swales, ditches, perimeter slopes and HQW Zones -10 days for Falls Lake Watershed GROUND STABILIZATION AND MATERIALS HANDLING55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY JC JG PO -AUGUST 2019 15.00341 N/A G-004 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 11:11 AM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING EFFECTIVE: 04/01/19 PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION A: SELF-INSPECTION Self-inspections are required during normal business hours in accordance with the table below. When adverse weather or site conditions would cause the safety of the inspection personnel to be in jeopardy, the inspection may be delayed until the next business day on which it is safe to perform the inspection. In addition, when a storm event of equal to or greater than 1.0 inch occurs outside of normal business hours, the self-inspection shall be performed upon the commencement of the next business day. Any time when inspections were delayed shall be noted in the Inspection Record. NOTE: The rain inspection resets the required 7 calendar day inspection requirement. PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION B: RECORDKEEPING 1.E&SC Plan Documentation The approved E&SC plan as well as any approved deviation shall be kept on the site. The approved 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 documented in the manner described: 2. Additional Documentation In addition to the E&SC Plan documents above, the following items shall be kept on the site and available for agency 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 30 days. The permittee shall record the required observations on the Inspection Record Form provided by the Division or a similar inspection form that includes all the required elements. Use of electronically-available records in lieu of the required paper copies will be allowed if shown to provide equal access and utility as the hard-copy records. (c)All data used to complete the Notice of Intent and older inspection records shall be maintained for a period of three years after project completion and made available upon request. [40 CFR 122.41] PART III SELF-INSPECTION, RECORDKEEPING AND REPORTING SECTION C: REPORTING 1.Occurrences that must be reported Permittees 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). (a)Releases of hazardous substances in excess of reportable quantities under Section 311 of 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. (b)Anticipated bypasses and unanticipated bypasses. (c)Noncompliance with the conditions of this permit that may endanger health or the environment. 2.Reporting Timeframes and Other Requirements After a permittee becomes aware of an occurrence that must be reported, he shall contact the appropriate Division 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 Division's Emergency Response personnel at (800) 662-7956, (800) 858-0368 or (919) 733-3300. SELF-INSPECTION, RECORDKEEPING AND REPORTING55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY JC JG PO -AUGUST 2019 15.00341 N/A G-005 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 11:14 AM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET One Story Dwelling (Abandoned)BARN(Delapidated)Soil RoadPPPPPPTPè è è CO N.C.S.R. 11 1 7 MOOSE BRAN C H R O A D ONE ST O R Y DWELL I N G APPROXIMA T E SEPTIC FIE L D AREA 15" CMPINV. IN EL.=2026.29'INV. OUT EL.=2025.04'15" HDPEINV. IN EL. = 2026.02'INV. OUT EL. = 2025.19'36" CMPINV. IN EL. = 2024.09'INV OUT EL. = 2022.57'15" CMPINV. IN EL. = 2026.49'INV. OUT EL. = 2026.34'18" CMPINV. IN EL. = 2033.91INV. OUT EL. = 2032.87'24" CMPINV. IN EL. = 2060.85'INV. OUT EL. = 2057.99'15" CMPINV. IN EL. = 2042.94'INV. OUT EL. = 2042.15'15" CMPINV. OUT EL. = 2057.65'12" HDPEINV. IN EL. = 2069.82'INV. OUT EL. = 2068.42'6" HDPEINV. IN EL. = 2069.23'INV. OUT EL. = 2065.60'YARDMOBILE HOMEDOG LOT(ENCROACHMENT)N:608012.88E:563586.14N:608302.28E:563329.97N:608651.98E:563174.59CONTROL POINT #31/2" IPS (FLUSH)CONTROL POINT #2ELEVATION = 2041.06'1/2" IPS (FLUSH)CONTROL POINT #2ELEVATION = 2026.41'1/2" IPS (FLUSH)MAUNEYBRANCHSMALL STREAM STREETSIGNSPEED LIMITSIGNHEAVIL Y W O O D E D GAGAGAGAGAHEDGE / TREE (MIXTURE) HEDGE / TREE (MIXTURE)MOOREDB. 291PG. 850MOOREDB. 291PG. 850MOOREDB. 247PG. 399SELLERSDB. 149PG. 804MOOSEDB. 154PG. 223SUMPTERDB. 285PG. 264SUMPTERDB. 285PG. 264CODYDB. 139PG. 213BURCHFIELDDB. 364PG. 175BURCHFIELDDB. 49PG. 458COLLINS / CUTSHAWDB. 206PG. 32515" CMPINV. IN EL. = 2040.46'INV. OUT EL. = 2039.67'ELEVATION = 2061.00'INV. IN EL. = 2058.90'SEPTICCLEANOUTLEGENDEXISTING ASPHALT AREAEXISTING ASPHALTEXISTING GROUND CONTOUR (MAJOR)EXISTING GROUND CONTOUR (MINOR)EXISTING MASONRY RETAINING WALLEXISTING OVERHEAD UTILITY LINESEXISTING UTILITY RIGHT OF WAYEXISTING POWER POLEEXISTING STREAM LIMITEXISTING WATER AREAEXISTING DRAINAGE DITCHCOEXISTING SEWER CLEANOUTNOTES:THIS SURVEY IS OF EXISTING GROUND FEATURES AND IS NOT A BOUNDARY SURVEY.THIS SURVEY IS SUBJECT TO ALL EXISTING EASEMENTS OR RIGHTS-OF-WAY.THE N.C. GRID COORDINATES AS SHOWN ON THIS DRAWING WERE OBTAINED USING THEN.C.G.S. RTK NETWORK, REFERENCED TO THE N.A.D. 1983 (2011), EPOCH 2010, GEOID 12B.ALL DISTANCES SHOWN ARE GRID LENGTHS UNLESS OTHERWISE STATED.COMBINED GRID FACTOR USED: 0.999787798ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUMOF 1988 (NAVD 88).WATERVALVEN 41°30'52 " W 3 8 6 . 4 9 ' N 23°57'26" W 3 8 2 . 6 6 'GRAHAM COUNTY RURAL DEVELOPMENT PROPERTYTOPOGRAPHIC SURVEYPROJECT DESCRIPTION:One Story Dwelling (Abandoned)BARN(Delapidated)Soil RoadPPPPPPTPè è è CO N.C.S.R. 11 1 7 MOOSE BRAN C H R O A D ONE ST O R Y DWELL I N G APPROXIMA T E SEPTIC FIE L D AREA 15" CMPINV. IN EL.=2026.29'INV. OUT EL.=2025.04'15" HDPEINV. IN EL. = 2026.02'INV. OUT EL. = 2025.19'36" CMPINV. IN EL. = 2024.09'INV OUT EL. = 2022.57'15" CMPINV. IN EL. = 2026.49'INV. OUT EL. = 2026.34'18" CMPINV. IN EL. = 2033.91INV. OUT EL. = 2032.87'24" CMPINV. IN EL. = 2060.85'INV. OUT EL. = 2057.99'15" CMPINV. IN EL. = 2042.94'INV. OUT EL. = 2042.15'15" CMPINV. OUT EL. = 2057.65'12" HDPEINV. IN EL. = 2069.82'INV. OUT EL. = 2068.42'6" HDPEINV. IN EL. = 2069.23'INV. OUT EL. = 2065.60'YARDMOBILE HOMEDOG LOT(ENCROACHMENT)N:608012.88E:563586.14N:608302.28E:563329.97N:608651.98E:563174.59CONTROL POINT #31/2" IPS (FLUSH)CONTROL POINT #2ELEVATION = 2041.06'1/2" IPS (FLUSH)CONTROL POINT #2ELEVATION = 2026.41'1/2" IPS (FLUSH)MAUNEYBRANCHSMALL STREAM STREETSIGNSPEED LIMITSIGNHEAVIL Y W O O D E D GAGAGAGAGAHEDGE / TREE (MIXTURE) HEDGE / TREE (MIXTURE)MOOREDB. 291PG. 850MOOREDB. 291PG. 850MOOREDB. 247PG. 399SELLERSDB. 149PG. 804MOOSEDB. 154PG. 223SUMPTERDB. 285PG. 264SUMPTERDB. 285PG. 264CODYDB. 139PG. 213BURCHFIELDDB. 364PG. 175BURCHFIELDDB. 49PG. 458COLLINS / CUTSHAWDB. 206PG. 32515" CMPINV. IN EL. = 2040.46'INV. OUT EL. = 2039.67'ELEVATION = 2061.00'INV. IN EL. = 2058.90'SEPTICCLEANOUTLEGENDEXISTING ASPHALT AREAEXISTING ASPHALTEXISTING GROUND CONTOUR (MAJOR)EXISTING GROUND CONTOUR (MINOR)EXISTING MASONRY RETAINING WALLEXISTING OVERHEAD UTILITY LINESEXISTING UTILITY RIGHT OF WAYEXISTING POWER POLEEXISTING STREAM LIMITEXISTING WATER AREAEXISTING DRAINAGE DITCHCOEXISTING SEWER CLEANOUTNOTES:THIS SURVEY IS OF EXISTING GROUND FEATURES AND IS NOT A BOUNDARY SURVEY.THIS SURVEY IS SUBJECT TO ALL EXISTING EASEMENTS OR RIGHTS-OF-WAY.THE N.C. GRID COORDINATES AS SHOWN ON THIS DRAWING WERE OBTAINED USING THEN.C.G.S. RTK NETWORK, REFERENCED TO THE N.A.D. 1983 (2011), EPOCH 2010, GEOID 12B.ALL DISTANCES SHOWN ARE GRID LENGTHS UNLESS OTHERWISE STATED.COMBINED GRID FACTOR USED: 0.999787798ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUMOF 1988 (NAVD 88).WATERVALVEN 41°30'52 " W 3 8 6 . 4 9 ' N 23°57'26" W 3 8 2 . 6 6 'GRAHAM COUNTY RURAL DEVELOPMENT PROPERTYTOPOGRAPHIC SURVEYPROJECT DESCRIPTION:One Story Dwelling (Abandoned)BARN(Delapidated)Soil RoadPPPPPPTPè è è CO N.C.S.R. 11 1 7 MOOSE BRAN C H R O A D ONE ST O R Y DWELL I N G APPROXIMA T E SEPTIC FIE L D AREA 15" CMPINV. IN EL.=2026.29'INV. OUT EL.=2025.04'15" HDPEINV. IN EL. = 2026.02'INV. OUT EL. = 2025.19'36" CMPINV. IN EL. = 2024.09'INV OUT EL. = 2022.57'15" CMPINV. IN EL. = 2026.49'INV. OUT EL. = 2026.34'18" CMPINV. IN EL. = 2033.91INV. OUT EL. = 2032.87'24" CMPINV. IN EL. = 2060.85'INV. OUT EL. = 2057.99'15" CMPINV. IN EL. = 2042.94'INV. OUT EL. = 2042.15'15" CMPINV. OUT EL. = 2057.65'12" HDPEINV. IN EL. = 2069.82'INV. OUT EL. = 2068.42'6" HDPEINV. IN EL. = 2069.23'INV. OUT EL. = 2065.60'YARDMOBILE HOMEDOG LOT(ENCROACHMENT)N:608012.88E:563586.14N:608302.28E:563329.97N:608651.98E:563174.59CONTROL POINT #31/2" IPS (FLUSH)CONTROL POINT #2ELEVATION = 2041.06'1/2" IPS (FLUSH)CONTROL POINT #2ELEVATION = 2026.41'1/2" IPS (FLUSH)MAUNEYBRANCHSMALL STREAM STREETSIGNSPEED LIMITSIGNHEAVIL Y W O O D E D GAGAGAGAGAHEDGE / TREE (MIXTURE) HEDGE / TREE (MIXTURE)MOOREDB. 291PG. 850MOOREDB. 291PG. 850MOOREDB. 247PG. 399SELLERSDB. 149PG. 804MOOSEDB. 154PG. 223SUMPTERDB. 285PG. 264SUMPTERDB. 285PG. 264CODYDB. 139PG. 213BURCHFIELDDB. 364PG. 175BURCHFIELDDB. 49PG. 458COLLINS / CUTSHAWDB. 206PG. 32515" CMPINV. IN EL. = 2040.46'INV. OUT EL. = 2039.67'ELEVATION = 2061.00'INV. IN EL. = 2058.90'SEPTICCLEANOUTLEGENDEXISTING ASPHALT AREAEXISTING ASPHALTEXISTING GROUND CONTOUR (MAJOR)EXISTING GROUND CONTOUR (MINOR)EXISTING MASONRY RETAINING WALLEXISTING OVERHEAD UTILITY LINESEXISTING UTILITY RIGHT OF WAYEXISTING POWER POLEEXISTING STREAM LIMITEXISTING WATER AREAEXISTING DRAINAGE DITCHCOEXISTING SEWER CLEANOUTNOTES:THIS SURVEY IS OF EXISTING GROUND FEATURES AND IS NOT A BOUNDARY SURVEY.THIS SURVEY IS SUBJECT TO ALL EXISTING EASEMENTS OR RIGHTS-OF-WAY.THE N.C. GRID COORDINATES AS SHOWN ON THIS DRAWING WERE OBTAINED USING THEN.C.G.S. RTK NETWORK, REFERENCED TO THE N.A.D. 1983 (2011), EPOCH 2010, GEOID 12B.ALL DISTANCES SHOWN ARE GRID LENGTHS UNLESS OTHERWISE STATED.COMBINED GRID FACTOR USED: 0.999787798ORTHOMETRIC HEIGHTS ARE REFERENCED TO THE NORTH AMERICAN VERTICAL DATUMOF 1988 (NAVD 88).WATERVALVEN 41°30'52 " W 3 8 6 . 4 9 ' N 23°57'26" W 3 8 2 . 6 6 'GRAHAM COUNTY RURAL DEVELOPMENT PROPERTYTOPOGRAPHIC SURVEYPROJECT DESCRIPTION:MAUNEY BRANCH ROADEXISTING SITE CONDITIONS55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY DIVISION VALUE = FEETGRAPHIC SCALE 60 0 30 60 120 60 0 JC JG PO -AUGUST 2019 15.00341 N/A CE-101 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 11:28 AM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STR E E T SIGN SPEE D LI MI T SIGN HEAVI L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STR E E T SIGN SPEE D LI MI T SIGN HEAVI L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STR E E T SIGN SPEE D LI MI T SIGN HEAVI L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STR E E T SIGN SPEE D LI MI T SIGN HEAVI L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' LOT 13 AREA : 1.40 ac. LOT 12 AREA : 0.83 ac. LOT 7 AREA : 0.77 ac. LOT 8 AREA : 0.55 ac. LOT 9 AREA : 0.49 ac. LOT 11 AREA : 0.58 ac. LOT 1 AREA : 0.76 ac. LOT 2 AREA : 0.55 ac. LOT 4 AREA : 0.58 ac. LOT 5 AREA : 0.77 ac. LOT 6 AREA : 1.58 ac. LOT 10 AREA : 0.45 ac.MAUNEY BRANCH ROADRO A D ' A ' LOT 3 AREA : 0.53 ac. PLAN AND PROFILE ROAD 'A'XX.XXXXX CITY OF McGILLINGTON WATER DISTRIBUTION SYSTEM IMPROVEMENTS55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY DIVISION VALUE = FEETGRAPHIC SCALE 60 0 30 60 120 60 0 JC JG PO -AUGUST 2019 15.00341 N/A C-101 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 2:08 PM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET ROAD 'A' PROFILE SHARED DRIVE PROFILES SHARED DRIVE 1 SHARED DRIVE 2 O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP èè è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" H D P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STRE E T SIGN SPEE D LI MI T SIGN HEAV I L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) MOOR E DB. 2 9 1 PG. 8 5 0 MOOR E DB. 2 9 1 PG. 8 5 0 DB. 247 PG. 3 9 9 PG. 804 MOOS E DB. 1 5 4 PG. 2 2 3 SUMP T E R DB. 2 8 5 PG. 2 6 4 SUMP T E R DB. 2 8 5 PG. 2 6 4 CODY DB. 1 3 9 PG. 2 1 3 BURC H F I E L D DB. 3 6 4 PG. 1 7 5 BURC H F I E L D DB. 4 9 PG. 4 5 8 COLL I N S / C U T S H A W DB. 2 0 6 PG. 3 2 5 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP èè è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" H D P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STRE E T SIGN SPEE D LI MI T SIGN HEAV I L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) MOOR E DB. 2 9 1 PG. 8 5 0 MOOR E DB. 2 9 1 PG. 8 5 0 DB. 247 PG. 3 9 9 PG. 804 MOOS E DB. 1 5 4 PG. 2 2 3 SUMP T E R DB. 2 8 5 PG. 2 6 4 SUMP T E R DB. 2 8 5 PG. 2 6 4 CODY DB. 1 3 9 PG. 2 1 3 BURC H F I E L D DB. 3 6 4 PG. 1 7 5 BURC H F I E L D DB. 4 9 PG. 4 5 8 COLL I N S / C U T S H A W DB. 2 0 6 PG. 3 2 5 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP èè è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" H D P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STRE E T SIGN SPEE D LI MI T SIGN HEAV I L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) MOOR E DB. 2 9 1 PG. 8 5 0 MOOR E DB. 2 9 1 PG. 8 5 0 DB. 247 PG. 3 9 9 PG. 804 MOOS E DB. 1 5 4 PG. 2 2 3 SUMP T E R DB. 2 8 5 PG. 2 6 4 SUMP T E R DB. 2 8 5 PG. 2 6 4 CODY DB. 1 3 9 PG. 2 1 3 BURC H F I E L D DB. 3 6 4 PG. 1 7 5 BURC H F I E L D DB. 4 9 PG. 4 5 8 COLL I N S / C U T S H A W DB. 2 0 6 PG. 3 2 5 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' LOT 13 AREA : 1.40 ac. LOT 12 AREA : 0.83 ac. LOT 7 AREA : 0.77 ac. LOT 8 AREA : 0.55 ac. LOT 9 AREA : 0.49 ac. LOT 11 AREA : 0.58 ac. LOT 1 AREA : 0.76 ac. LOT 2 AREA : 0.55 ac. LOT 4 AREA : 0.58 ac. LOT 5 AREA : 0.77 ac. LOT 6 AREA : 1.58 ac. LOT 10 AREA : 0.45 ac.MAUNEY BRANCH ROADLOT 3 AREA : 0.53 ac. WATER LINE PLAN55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY DIVISION VALUE = FEETGRAPHIC SCALE 60 0 30 60 120 60 0 JC JG PO -AUGUST 2019 15.00341 N/A C-102 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 11:55 AM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STRE E T SIGN SPEE D LI MI T SIGN HEAV I L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) MOOR E DB. 2 9 1 PG. 8 5 0 MOOR E DB. 2 9 1 PG. 8 5 0 MOORE DB. 2 4 7 PG. 3 9 9 DB. 149 PG. 8 0 4 MOOS E DB. 1 5 4 PG. 2 2 3 SUMP T E R DB. 2 8 5 PG. 2 6 4 SUMP T E R DB. 2 8 5 PG. 2 6 4 CODY DB. 1 3 9 PG. 2 1 3 BURC H F I E L D DB. 3 6 4 PG. 1 7 5 BURC H F I E L D DB. 4 9 PG. 4 5 8 COLL I N S / C U T S H A W DB. 2 0 6 PG. 3 2 5 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T LEG E N D NOT E S: THIS S U R V E Y I S O F E XI S TI N G G R O U N D F E A T U R E S A N D I S N O T A B O U N D A R Y S U R V E Y. THIS S U R V E Y I S S U B J E C T T O A L L E XI S TI N G E A S E M E N T S O R RI G H T S- O F- W A Y. THE N. C. G RI D C O O R DI N A T E S A S S H O W N O N T HI S D R A WI N G W E R E O B T AI N E D U SI N G T H E N.C.G. S. R T K N E T W O R K, R E F E R E N C E D T O T H E N. A. D. 1 9 8 3 ( 2 0 1 1), E P O C H 2 0 1 0, G E OI D 1 2 B. ALL DI S T A N C E S S H O W N A R E G RI D L E N G T H S U N L E S S O T H E R WI S E S T A T E D. COM BI N E D G RI D F A C T O R U S E D: 0. 9 9 9 7 8 7 7 9 8 ORTH O M E T RI C H EI G H T S A R E R E F E R E N C E D T O T H E N O R T H A M E RI C A N V E R TI C A L D A T U M OF 1 9 8 8 ( N A V D 8 8). N.C. G RI D NAD 8 3 ( 2 0 1 1) EPO C H 2 0 1 0 WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STRE E T SIGN SPEE D LI MI T SIGN HEAV I L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) MOOR E DB. 2 9 1 PG. 8 5 0 MOOR E DB. 2 9 1 PG. 8 5 0 MOORE DB. 2 4 7 PG. 3 9 9 DB. 149 PG. 8 0 4 MOOS E DB. 1 5 4 PG. 2 2 3 SUMP T E R DB. 2 8 5 PG. 2 6 4 SUMP T E R DB. 2 8 5 PG. 2 6 4 CODY DB. 1 3 9 PG. 2 1 3 BURC H F I E L D DB. 3 6 4 PG. 1 7 5 BURC H F I E L D DB. 4 9 PG. 4 5 8 COLL I N S / C U T S H A W DB. 2 0 6 PG. 3 2 5 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T LEG E N D NOT E S: THIS S U R V E Y I S O F E XI S TI N G G R O U N D F E A T U R E S A N D I S N O T A B O U N D A R Y S U R V E Y. THIS S U R V E Y I S S U B J E C T T O A L L E XI S TI N G E A S E M E N T S O R RI G H T S- O F- W A Y. THE N. C. G RI D C O O R DI N A T E S A S S H O W N O N T HI S D R A WI N G W E R E O B T AI N E D U SI N G T H E N.C.G. S. R T K N E T W O R K, R E F E R E N C E D T O T H E N. A. D. 1 9 8 3 ( 2 0 1 1), E P O C H 2 0 1 0, G E OI D 1 2 B. ALL DI S T A N C E S S H O W N A R E G RI D L E N G T H S U N L E S S O T H E R WI S E S T A T E D. COM BI N E D G RI D F A C T O R U S E D: 0. 9 9 9 7 8 7 7 9 8 ORTH O M E T RI C H EI G H T S A R E R E F E R E N C E D T O T H E N O R T H A M E RI C A N V E R TI C A L D A T U M OF 1 9 8 8 ( N A V D 8 8). N.C. G RI D NAD 8 3 ( 2 0 1 1) EPO C H 2 0 1 0 WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STRE E T SIGN SPEE D LI MI T SIGN HEAV I L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) MOOR E DB. 2 9 1 PG. 8 5 0 MOOR E DB. 2 9 1 PG. 8 5 0 MOORE DB. 2 4 7 PG. 3 9 9 DB. 149 PG. 8 0 4 MOOS E DB. 1 5 4 PG. 2 2 3 SUMP T E R DB. 2 8 5 PG. 2 6 4 SUMP T E R DB. 2 8 5 PG. 2 6 4 CODY DB. 1 3 9 PG. 2 1 3 BURC H F I E L D DB. 3 6 4 PG. 1 7 5 BURC H F I E L D DB. 4 9 PG. 4 5 8 COLL I N S / C U T S H A W DB. 2 0 6 PG. 3 2 5 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T LEG E N D NOT E S: THIS S U R V E Y I S O F E XI S TI N G G R O U N D F E A T U R E S A N D I S N O T A B O U N D A R Y S U R V E Y. THIS S U R V E Y I S S U B J E C T T O A L L E XI S TI N G E A S E M E N T S O R RI G H T S- O F- W A Y. THE N. C. G RI D C O O R DI N A T E S A S S H O W N O N T HI S D R A WI N G W E R E O B T AI N E D U SI N G T H E N.C.G. S. R T K N E T W O R K, R E F E R E N C E D T O T H E N. A. D. 1 9 8 3 ( 2 0 1 1), E P O C H 2 0 1 0, G E OI D 1 2 B. ALL DI S T A N C E S S H O W N A R E G RI D L E N G T H S U N L E S S O T H E R WI S E S T A T E D. COM BI N E D G RI D F A C T O R U S E D: 0. 9 9 9 7 8 7 7 9 8 ORTH O M E T RI C H EI G H T S A R E R E F E R E N C E D T O T H E N O R T H A M E RI C A N V E R TI C A L D A T U M OF 1 9 8 8 ( N A V D 8 8). N.C. G RI D NAD 8 3 ( 2 0 1 1) EPO C H 2 0 1 0 WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' LOT 13 AREA : 1.40 ac. LOT 12 AREA : 0.83 ac. LOT 7 AREA : 0.77 ac. LOT 8 AREA : 0.55 ac. LOT 9 AREA : 0.49 ac. LOT 11 AREA : 0.58 ac. LOT 1 AREA : 0.76 ac. LOT 2 AREA : 0.55 ac. LOT 4 AREA : 0.58 ac. LOT 5 AREA : 0.77 ac. LOT 6 AREA : 1.58 ac. LOT 10 AREA : 0.45 ac.MAUNEY BRANCH ROAD###################################nnnnnnnnnnnnnnnnnnLOT 3 AREA : 0.53 ac. EROSION CONTROL PHASE 1 XX.XXXXX CITY OF McGILLINGTON WATER DISTRIBUTION SYSTEM IMPROVEMENTS55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY DIVISION VALUE = FEETGRAPHIC SCALE 60 0 30 60 120 60 0 JC JG PO -AUGUST 2019 15.00341 N/A C-103 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 2:44 PM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEETnnnn#### O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STRE E T SIGN SPEE D LI MI T SIGN HEAV I L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) MOOR E DB. 2 9 1 PG. 8 5 0 MOOR E DB. 2 9 1 PG. 8 5 0 MOORE DB. 2 4 7 PG. 3 9 9 DB. 149 PG. 8 0 4 MOOS E DB. 1 5 4 PG. 2 2 3 SUMP T E R DB. 2 8 5 PG. 2 6 4 SUMP T E R DB. 2 8 5 PG. 2 6 4 CODY DB. 1 3 9 PG. 2 1 3 BURC H F I E L D DB. 3 6 4 PG. 1 7 5 BURC H F I E L D DB. 4 9 PG. 4 5 8 COLL I N S / C U T S H A W DB. 2 0 6 PG. 3 2 5 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T LEG E N D NOT E S: THIS S U R V E Y I S O F E XI S TI N G G R O U N D F E A T U R E S A N D I S N O T A B O U N D A R Y S U R V E Y. THIS S U R V E Y I S S U B J E C T T O A L L E XI S TI N G E A S E M E N T S O R RI G H T S- O F- W A Y. THE N. C. G RI D C O O R DI N A T E S A S S H O W N O N T HI S D R A WI N G W E R E O B T AI N E D U SI N G T H E N.C.G. S. R T K N E T W O R K, R E F E R E N C E D T O T H E N. A. D. 1 9 8 3 ( 2 0 1 1), E P O C H 2 0 1 0, G E OI D 1 2 B. ALL DI S T A N C E S S H O W N A R E G RI D L E N G T H S U N L E S S O T H E R WI S E S T A T E D. COM BI N E D G RI D F A C T O R U S E D: 0. 9 9 9 7 8 7 7 9 8 ORTH O M E T RI C H EI G H T S A R E R E F E R E N C E D T O T H E N O R T H A M E RI C A N V E R TI C A L D A T U M OF 1 9 8 8 ( N A V D 8 8). N.C. G RI D NAD 8 3 ( 2 0 1 1) EPO C H 2 0 1 0 WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STRE E T SIGN SPEE D LI MI T SIGN HEAV I L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) MOOR E DB. 2 9 1 PG. 8 5 0 MOOR E DB. 2 9 1 PG. 8 5 0 MOORE DB. 2 4 7 PG. 3 9 9 DB. 149 PG. 8 0 4 MOOS E DB. 1 5 4 PG. 2 2 3 SUMP T E R DB. 2 8 5 PG. 2 6 4 SUMP T E R DB. 2 8 5 PG. 2 6 4 CODY DB. 1 3 9 PG. 2 1 3 BURC H F I E L D DB. 3 6 4 PG. 1 7 5 BURC H F I E L D DB. 4 9 PG. 4 5 8 COLL I N S / C U T S H A W DB. 2 0 6 PG. 3 2 5 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T LEG E N D NOT E S: THIS S U R V E Y I S O F E XI S TI N G G R O U N D F E A T U R E S A N D I S N O T A B O U N D A R Y S U R V E Y. THIS S U R V E Y I S S U B J E C T T O A L L E XI S TI N G E A S E M E N T S O R RI G H T S- O F- W A Y. THE N. C. G RI D C O O R DI N A T E S A S S H O W N O N T HI S D R A WI N G W E R E O B T AI N E D U SI N G T H E N.C.G. S. R T K N E T W O R K, R E F E R E N C E D T O T H E N. A. D. 1 9 8 3 ( 2 0 1 1), E P O C H 2 0 1 0, G E OI D 1 2 B. ALL DI S T A N C E S S H O W N A R E G RI D L E N G T H S U N L E S S O T H E R WI S E S T A T E D. COM BI N E D G RI D F A C T O R U S E D: 0. 9 9 9 7 8 7 7 9 8 ORTH O M E T RI C H EI G H T S A R E R E F E R E N C E D T O T H E N O R T H A M E RI C A N V E R TI C A L D A T U M OF 1 9 8 8 ( N A V D 8 8). N.C. G RI D NAD 8 3 ( 2 0 1 1) EPO C H 2 0 1 0 WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STRE E T SIGN SPEE D LI MI T SIGN HEAV I L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) MOOR E DB. 2 9 1 PG. 8 5 0 MOOR E DB. 2 9 1 PG. 8 5 0 MOORE DB. 2 4 7 PG. 3 9 9 DB. 149 PG. 8 0 4 MOOS E DB. 1 5 4 PG. 2 2 3 SUMP T E R DB. 2 8 5 PG. 2 6 4 SUMP T E R DB. 2 8 5 PG. 2 6 4 CODY DB. 1 3 9 PG. 2 1 3 BURC H F I E L D DB. 3 6 4 PG. 1 7 5 BURC H F I E L D DB. 4 9 PG. 4 5 8 COLL I N S / C U T S H A W DB. 2 0 6 PG. 3 2 5 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T LEG E N D NOT E S: THIS S U R V E Y I S O F E XI S TI N G G R O U N D F E A T U R E S A N D I S N O T A B O U N D A R Y S U R V E Y. THIS S U R V E Y I S S U B J E C T T O A L L E XI S TI N G E A S E M E N T S O R RI G H T S- O F- W A Y. THE N. C. G RI D C O O R DI N A T E S A S S H O W N O N T HI S D R A WI N G W E R E O B T AI N E D U SI N G T H E N.C.G. S. R T K N E T W O R K, R E F E R E N C E D T O T H E N. A. D. 1 9 8 3 ( 2 0 1 1), E P O C H 2 0 1 0, G E OI D 1 2 B. ALL DI S T A N C E S S H O W N A R E G RI D L E N G T H S U N L E S S O T H E R WI S E S T A T E D. COM BI N E D G RI D F A C T O R U S E D: 0. 9 9 9 7 8 7 7 9 8 ORTH O M E T RI C H EI G H T S A R E R E F E R E N C E D T O T H E N O R T H A M E RI C A N V E R TI C A L D A T U M OF 1 9 8 8 ( N A V D 8 8). N.C. G RI D NAD 8 3 ( 2 0 1 1) EPO C H 2 0 1 0 WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' LOT 13 AREA : 1.40 ac. LOT 12 AREA : 0.83 ac. LOT 7 AREA : 0.77 ac. LOT 8 AREA : 0.55 ac. LOT 9 AREA : 0.49 ac. LOT 11 AREA : 0.58 ac. LOT 1 AREA : 0.76 ac. LOT 2 AREA : 0.55 ac. LOT 4 AREA : 0.58 ac. LOT 5 AREA : 0.77 ac. LOT 6 AREA : 1.58 ac. LOT 10 AREA : 0.45 ac.MAUNEY BRANCH ROAD###################################nnnnnnnnnnnnnnnnnnLOT 3 AREA : 0.53 ac. MUTS MU TS MU TS MU TS EROSION CONTROL PHASE 2 XX.XXXXX CITY OF McGILLINGTON WATER DISTRIBUTION SYSTEM IMPROVEMENTS55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY DIVISION VALUE = FEETGRAPHIC SCALE 60 0 30 60 120 60 0 JC JG PO -AUGUST 2019 15.00341 N/A C-104 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 2:46 PM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEETnnnn####MU TS O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STRE E T SIGN SPEE D LI MI T SIGN HEAV I L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) MOOR E DB. 2 9 1 PG. 8 5 0 MOOR E DB. 2 9 1 PG. 8 5 0 MOORE DB. 2 4 7 PG. 3 9 9 DB. 149 PG. 8 0 4 MOOS E DB. 1 5 4 PG. 2 2 3 SUMP T E R DB. 2 8 5 PG. 2 6 4 SUMP T E R DB. 2 8 5 PG. 2 6 4 CODY DB. 1 3 9 PG. 2 1 3 BURC H F I E L D DB. 3 6 4 PG. 1 7 5 BURC H F I E L D DB. 4 9 PG. 4 5 8 COLL I N S / C U T S H A W DB. 2 0 6 PG. 3 2 5 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T LEG E N D NOT E S: THIS S U R V E Y I S O F E XI S TI N G G R O U N D F E A T U R E S A N D I S N O T A B O U N D A R Y S U R V E Y. THIS S U R V E Y I S S U B J E C T T O A L L E XI S TI N G E A S E M E N T S O R RI G H T S- O F- W A Y. THE N. C. G RI D C O O R DI N A T E S A S S H O W N O N T HI S D R A WI N G W E R E O B T AI N E D U SI N G T H E N.C.G. S. R T K N E T W O R K, R E F E R E N C E D T O T H E N. A. D. 1 9 8 3 ( 2 0 1 1), E P O C H 2 0 1 0, G E OI D 1 2 B. ALL DI S T A N C E S S H O W N A R E G RI D L E N G T H S U N L E S S O T H E R WI S E S T A T E D. COM BI N E D G RI D F A C T O R U S E D: 0. 9 9 9 7 8 7 7 9 8 ORTH O M E T RI C H EI G H T S A R E R E F E R E N C E D T O T H E N O R T H A M E RI C A N V E R TI C A L D A T U M OF 1 9 8 8 ( N A V D 8 8). N.C. G RI D NAD 8 3 ( 2 0 1 1) EPO C H 2 0 1 0 WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STRE E T SIGN SPEE D LI MI T SIGN HEAV I L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) MOOR E DB. 2 9 1 PG. 8 5 0 MOOR E DB. 2 9 1 PG. 8 5 0 MOORE DB. 2 4 7 PG. 3 9 9 DB. 149 PG. 8 0 4 MOOS E DB. 1 5 4 PG. 2 2 3 SUMP T E R DB. 2 8 5 PG. 2 6 4 SUMP T E R DB. 2 8 5 PG. 2 6 4 CODY DB. 1 3 9 PG. 2 1 3 BURC H F I E L D DB. 3 6 4 PG. 1 7 5 BURC H F I E L D DB. 4 9 PG. 4 5 8 COLL I N S / C U T S H A W DB. 2 0 6 PG. 3 2 5 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T LEG E N D NOT E S: THIS S U R V E Y I S O F E XI S TI N G G R O U N D F E A T U R E S A N D I S N O T A B O U N D A R Y S U R V E Y. THIS S U R V E Y I S S U B J E C T T O A L L E XI S TI N G E A S E M E N T S O R RI G H T S- O F- W A Y. THE N. C. G RI D C O O R DI N A T E S A S S H O W N O N T HI S D R A WI N G W E R E O B T AI N E D U SI N G T H E N.C.G. S. R T K N E T W O R K, R E F E R E N C E D T O T H E N. A. D. 1 9 8 3 ( 2 0 1 1), E P O C H 2 0 1 0, G E OI D 1 2 B. ALL DI S T A N C E S S H O W N A R E G RI D L E N G T H S U N L E S S O T H E R WI S E S T A T E D. COM BI N E D G RI D F A C T O R U S E D: 0. 9 9 9 7 8 7 7 9 8 ORTH O M E T RI C H EI G H T S A R E R E F E R E N C E D T O T H E N O R T H A M E RI C A N V E R TI C A L D A T U M OF 1 9 8 8 ( N A V D 8 8). N.C. G RI D NAD 8 3 ( 2 0 1 1) EPO C H 2 0 1 0 WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' O n e S t o r y D w e l l i n g (A b a n d o n e d )BARN(Delapidated)Soil RoadPP PP PP TP è è è CO N.C.S.R. 1117M O O S E B R A N C H R O A D ONE S T O R Y DWEL L I N G APP R O X I M A T E SEP T I C F I E L D ARE A 15" C M P INV. I N E L. = 2 0 2 6. 2 9'INV. O U T E L. = 2 0 2 5. 0 4' 15" H D P E INV. I N E L. = 2 0 2 6. 0 2'INV. O U T E L. = 2 0 2 5. 1 9' 36" C M P INV. I N E L. = 2 0 2 4. 0 9'INV O U T E L. = 2 0 2 2. 5 7' 15" C M P INV. I N E L. = 2 0 2 6. 4 9'INV. O U T E L. = 2 0 2 6. 3 4' 18" C M P INV. I N E L. = 2 0 3 3. 9 1 INV. O U T E L. = 2 0 3 2. 8 7' 24" C M P INV. I N E L. = 2 0 6 0. 8 5'INV. O U T E L. = 2 0 5 7. 9 9' 15" C M P INV. I N E L. = 2 0 4 2. 9 4'INV. O U T E L. = 2 0 4 2. 1 5' 15" C M P INV. O U T E L. = 2 0 5 7. 6 5' 12" H D P E INV. I N E L. = 2 0 6 9. 8 2'INV. O U T E L. = 2 0 6 8. 4 2' 6" HD P E INV. I N E L. = 2 0 6 9. 2 3'INV. O U T E L. = 2 0 6 5. 6 0' YAR DMOBILE HOMEDOG L O T (ENC R O A C H M E N T) N:60 8 0 1 2. 8 8 E:56 3 5 8 6. 1 4 N:60 8 3 0 2. 2 8 E:56 3 3 2 9. 9 7 N:60 8 6 5 1. 9 8 E:56 3 1 7 4. 5 9 CON T R O L P OI N T # 3 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 4 1. 0 6' 1/2" I P S ( F L U S H) CON T R O L P OI N T # 2 ELEV A TI O N = 2 0 2 6. 4 1' 1/2" I P S ( F L U S H) MAU N E Y BRA N C H S M A L L ST R E A M STRE E T SIGN SPEE D LI MI T SIGN HEAV I L Y W O O D E D GA GA GA GA GA H E D G E / T R E E ( M I X T U R E ) H E D G E / T R E E ( M I X T U R E ) MOOR E DB. 2 9 1 PG. 8 5 0 MOOR E DB. 2 9 1 PG. 8 5 0 MOORE DB. 2 4 7 PG. 3 9 9 DB. 149 PG. 8 0 4 MOOS E DB. 1 5 4 PG. 2 2 3 SUMP T E R DB. 2 8 5 PG. 2 6 4 SUMP T E R DB. 2 8 5 PG. 2 6 4 CODY DB. 1 3 9 PG. 2 1 3 BURC H F I E L D DB. 3 6 4 PG. 1 7 5 BURC H F I E L D DB. 4 9 PG. 4 5 8 COLL I N S / C U T S H A W DB. 2 0 6 PG. 3 2 5 15" C M P INV. I N E L. = 2 0 4 0. 4 6'INV. O U T E L. = 2 0 3 9. 6 7' ELEV A TI O N = 2 0 6 1. 0 0'INV. I N E L. = 2 0 5 8. 9 0' SEPTI C CLEA N O U T LEG E N D NOT E S: THIS S U R V E Y I S O F E XI S TI N G G R O U N D F E A T U R E S A N D I S N O T A B O U N D A R Y S U R V E Y. THIS S U R V E Y I S S U B J E C T T O A L L E XI S TI N G E A S E M E N T S O R RI G H T S- O F- W A Y. THE N. C. G RI D C O O R DI N A T E S A S S H O W N O N T HI S D R A WI N G W E R E O B T AI N E D U SI N G T H E N.C.G. S. R T K N E T W O R K, R E F E R E N C E D T O T H E N. A. D. 1 9 8 3 ( 2 0 1 1), E P O C H 2 0 1 0, G E OI D 1 2 B. ALL DI S T A N C E S S H O W N A R E G RI D L E N G T H S U N L E S S O T H E R WI S E S T A T E D. COM BI N E D G RI D F A C T O R U S E D: 0. 9 9 9 7 8 7 7 9 8 ORTH O M E T RI C H EI G H T S A R E R E F E R E N C E D T O T H E N O R T H A M E RI C A N V E R TI C A L D A T U M OF 1 9 8 8 ( N A V D 8 8). N.C. G RI D NAD 8 3 ( 2 0 1 1) EPO C H 2 0 1 0 WATE R VALV E N 41 ° 3 0 ' 5 2 " W 3 8 6 . 4 9 ' N 2 3 ° 5 7 ' 2 6 " W 3 8 2 . 6 6 ' LOT 13 AREA : 1.40 ac. LOT 12 AREA : 0.83 ac. LOT 7 AREA : 0.77 ac. LOT 8 AREA : 0.55 ac. LOT 9 AREA : 0.49 ac. LOT 11 AREA : 0.58 ac. LOT 1 AREA : 0.76 ac. LOT 2 AREA : 0.55 ac. LOT 4 AREA : 0.58 ac. LOT 5 AREA : 0.77 ac. LOT 6 AREA : 1.58 ac. LOT 10 AREA : 0.45 ac.MAUNEY BRANCH ROADLOT 3 AREA : 0.53 ac. PS PS PS PS PS MA PS MA PS MA PS MA EROSION CONTROL PHASE 3 XX.XXXXX CITY OF McGILLINGTON WATER DISTRIBUTION SYSTEM IMPROVEMENTS55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY DIVISION VALUE = FEETGRAPHIC SCALE 60 0 30 60 120 60 0 JC JG PO -JULY 2019 15.00341 N/A C-105 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 2:50 PM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET MA PS MAINTENANCE PLANEC 45 UPDATED MARCH, 2017 PIPE OUTLET PROTECTION C C NOT TO SCALE ROAD 'A' CROSS-SECTION NOT TO SCALE STANDARD EXCAVATION OVERCUT EXCAVATION HDPE PIPE STORM DRAIN TRENCH DETAIL NOT TO SCALE WOOD GUARD RAIL NOT TO SCALE ROAD 'A':STA. 0+35 TO ENDROAD 'A': STA. 0+19 TO STA. 0+35 PAVEMENT CROSS SECTIONS NOT TO SCALE (MOOSE BRANCH ROAD ROW) EC 17 UPDATED MARCH, 2017 SD 15 UPDATED MARCH, 2017 ST 10-a UPDATED MAY, 2018 ST 12 UPDATED MARCH, 2017 ST 36 UPDATED MARCH, 2017 TYPICAL SHARED DRIVE CROSS-SECTION NOT TO SCALE ST 10-b UPDATED MAY, 2018 SHARED DRIVE 1: STA. 0+19 TO STA. 0+35 SHARED DRIVE 1:STA. 0+35 TO END SHARED DRIVE 2:STA. 0+00 TO END SITE DETAILS55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY NOT TO SCALE JC JG PO -AUGUST 2019 15.00341 N/A C-501 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 2:53 PM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET BELOW ELEVATION OF STREAM BED (SEE NOTES FOR REQUIRED DEPTH) CORRUGATED METAL PIPE FINAL GRADE BANK FULL ELEVATION CULVERT - COUNTER SINK TYPICAL NOT TO SCALE EXISTING GRADE STREAMBED MATERIAL Notes: Culverts greater than 48 inches in diameter will be buried at least one foot below the bed of the stream. Culverts 48 inches in diameter or less shall be buried or placed on the stream bed as practicable and appropriate to maintain aquatic passage, and every effort shall be made to maintain the existing channel slope. The bottom of the culvert must be placed at a depth below the natural stream bottom to provide for passage during drought or low flow conditions. RIP RAP CHECK DAMEC 13 NOT TO SCALE SILT FENCE NOT TO SCALE SLOPE MATTING INSTALLATION NOT TO SCALE TEMPORARY CONSTRUCTION ENTRANCE NOT TO SCALE PERMANENT DRAINAGE SWALE NOT TO SCALE EC 1 UPDATED MARCH, 2017 EC 7 UPDATED MARCH, 2017 UPDATED MARCH, 2017 EC 11 EC 24 UPDATED MARCH, 2017 SITE DETAILS55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY NOT TO SCALE JC JG PO -AUGUST 2019 15.00341 N/A C-502 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 2:59 PM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET SWALE MATTING INSTALLATION NOT TO SCALE TEMPORARY DIVERSION DITCH NOT TO SCALE TEMPORARY SWALE NOT TO SCALE EC 10 UPDATED MARCH, 2017 EC 6 UPDATED MARCH, 2017 EC 4 UPDATED MARCH, 2017 TEMPORARY SKIMMER BASINEC 27 UPDATED MARCH, 2017 NOT TO SCALE SITE DETAILS55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY NOT TO SCALE JC JG PO -AUGUST 2019 15.00341 N/A C-503 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 3:04 PM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET WATER LINE INSTALLATION ON NCDOT ROAD SHOULDER NOT TO SCALE STANDARD EXCAVATION OVERCUT EXCAVATION WATER LINE TRENCHING NOT TO SCALE TYPICAL THRUST BLOCK FOR PLUGS TYPICAL THRUST BLOCKS FOR TEES THRUST BLOCK DIMENSION "A" TYPICAL THRUST BLOCKS FOR BENDS TYPICAL THRUST BLOCK FOR REDUCERS THRUST BLOCKING - ALL NOT TO SCALE DOUBLE SERVICE CONNECTION NOT TO SCALE PLAN SECTION A-A WATER METER BOX DETAILW 16 NOT TO SCALE UPDATED MARCH, 2017 GATE VALVE - LARGEW 12 NOT TO SCALE UPDATED FEBRUARY, 2018 W 42 UPDATED MARCH, 2017 W 5 UPDATED MARCH, 2017 W 1 UPDATED FEBRUARY, 2018 W 6 UPDATED MARCH, 2017 WATER LINE DETAILS XX.XXXXX CITY OF McGILLINGTON WATER DISTRIBUTION SYSTEM IMPROVEMENTS55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com NOT TO SCALE -N/A C-504 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 3:08 PM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY JC JG PO AUGUST 2019 15.00341 BLOW-OFF DETAIL NOT TO SCALE CREEK CROSSING - SMALL NOT TO SCALE TYPICAL PAVEMENT REPAIRS - NCDOT ROADS PAVEMENT REPAIRS ON ROADS NOT TO BE RESURFACED NOT TO SCALE W 22 UPDATED MARCH, 2017 AIR RELEASE VALVE DETAILW 33 NOT TO SCALE EC 33 UPDATED MARCH, 2017 ST 1 UPDATED MARCH, 2017 WATER LINE DETAILS XX.XXXXX CITY OF McGILLINGTON WATER DISTRIBUTION SYSTEM IMPROVEMENTS55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com NOT TO SCALE N/A C-505 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 3:11 PM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY JC JG PO AUGUST 2019 15.00341 WATER LINE DETAILS XX.XXXXX CITY OF McGILLINGTON WATER DISTRIBUTION SYSTEM IMPROVEMENTS55 Broad Street Asheville, NC 28801 828.252.0575 NC Firm License # C-0459 mcgillassociates.com NOT TO SCALE N/A C-506 PRELI MI NARY \\AD.MCGILLENGINEERS.COM\MCGILLLEGACY\BROADSTREET\DRAWINGS\2015\15.00341\DESIGN\CIVIL\DRAWINGS\15.00341 S-LAYOUT KNOX 070519 OPPOSITE.DWG PLOT DATE 1/16/2020 3:14 PM CHRIS BROWNNO.DATE BY DESCRIPTION OFFICE MANAGER PROJECT MANAGER DESIGNER REVIEWER DATE PROJECT #FUNDING # SHEET GRAHAM COUNTY, NORTH CAROLINA MOOSE BRANCH SUBDIVISION GRAHAM COUNTY RURAL DEVELPMENT AUTHORITY JC JG CDB AUGUST 2019 15.00341 STREAM BANK STABILIZATION NOT TO SCALE NATIVE PLANT SEEDING MIX FOR STREAMBANK STABILIZATION