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Home My WebLink About20201347 Ver 1_Attachment F-Impact Figures_20210310Gavel & Dorn Engineering, PLLC 6730 Freedom Drive, Charlotte, NC 28214 704-919-1900 License No. P-0601 PRELIMINARY PLANS NOT FOR CONSTRUCTIONMATCHLINE (SEE TH IS SHEET )MATCHLINE(SEE TH IS SHEET )MATCHLINE (SEE TH IS SHEET )MATCHLINE (SEE TH IS SHEET) 12/04/20 PROJECT AREA 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORSMMMLH2018-188NOTESC-1-12/16/2020 10:44 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\C-1.DWG PRELIMINARY PLANSNOT FOR CONSTRUCTIONGENERAL NOTESLEGENDPROJECT EROSION CONTROLNOTES/CONSTRUCTION SEQUENCEOUTER LIMITS OF TEMPORARY CONSTRUCTION EASEMENTAND/OR PERMANENT SEWER EASEMENT ARE EQUAL TOTHE LIMITS OF DISTURBED AREA ON ALL SHEETS UNLESSOTHERWISE NOTED.DISTURBED AREA = 52.8 ACRES1. PROJECT IS LOCATED IN THE YADKIN-PEEDEE RIVER BASIN.2. CONTRACTOR SHALL NOT DISTURB ANY AREAS OUTSIDE OF THOSE SHOWN ON PLANS.3. THE PROJECT SHALL COMPLY WITH EROSION AND SEDIMENT CONTROL PERMIT ISSUED BYNC DEQ FOR PROJECT.4. CONTRACTOR SHALL PREVENT EROSION OF SOIL AND SEDIMENTATION ON THE SITE ANDON ADJACENT PROPERTY RESULTING FROM HIS CONSTRUCTION ACTIVITIES. EROSION ANDSEDIMENT CONTROL MEASURES AS SHOWN ON EC SHEETS SHALL BE INSTALLED PRIOR TOTHE COMMENCEMENT OF ANY LAND DISTURBING ACTIVITIES. THE CONTRACTOR SHALLMAINTAIN EROSION CONTROL MEASURES UNTIL THE COMPLETION OF CONSTRUCTIONAND APPROVAL BY THE ENGINEER TO REMOVE.5. CONTRACTOR SHALL TAKE ALL REASONABLE MEASURES TO PREVENT TRACKING MUD/SOILON ACTIVE ROADWAYS. ANY MUD/SOIL TRACKED ON ROADWAYS SHALL BE CLEANEDDAILY.6. EROSION CONTROL MEASURES WILL BE INSPECTED DAILY BY THE CONTRACTOR. EROSIONCONTROL MEASURES IN NEED OF REPAIR WILL BE REPAIRED BY THE CONTRACTOR PRIORTO CONTINUING WITH THE PROJECT WORK.7. IF EROSION CONTROL MEASURES, IN ADDITION TO THOSE SPECIFIED AND REQUIRED ONTHE DRAWINGS, ARE REQUIRED BY THE ENGINEER DUE TO THE ACTION OR PROCESSES OFTHE CONTRACTOR, ALL COST SHALL BE AT THE CONTRACTOR'S EXPENSE AND AT NOADDITIONAL COST TO THE OWNER.8. FOR ON SITE TEMPORARY STOCKPILE OF SOIL MATERIAL THE CONTRACTOR MUST INSTALLSILT FENCE CONTAINMENT AREA IN ACCORDANCE WITH DETAIL 4-A.9. PER NPDES NCGO1, GROUND STABILIZATION ON PERIMETER AREAS AND SLOPES GREATERTHAN 3:1 SHALL BE COMPLETED IN 7 DAYS. GROUND STABILIZATION ON ALL OTHER AREASSHALL BE COMPLETED IN 14 DAYS. SEEDING SHALL BE IN ACCORDANCE WITH THE PROJECTSPECIFICATIONS OR AS DIRECTED BY PLANS.10. A PERMANENT VEGETATIVE COVER SUFFICIENT TO RESTRAIN ACCELERATED EROSIONSHALL BE ESTABLISHED ON ALL DISTURBED AREAS. TEMPORARY VEGETATIVE COVER SHALLBE ESTABLISHED DURING ALL TIMES OF THE YEAR NOT SUITABLE FOR THE ESTABLISHMENTOF PERMANENT VEGETATIVE COVER. ANY TEMPORARY SEEDING THAT THE INSPECTORDETERMINES AS FAILING WILL BE RE-SEEDED UPON NOTIFICATION OF THE CONTRACTOR.11. AT THE COMPLETION OF THE WORK OR AT SUCH TIME AS THE ENGINEER, OWNER, ANDSTATE REGULATORY AGENCY DETERMINE THAT ADEQUATE PERMANENT EROSIONCONTROL MEASURES HAVE BEEN ESTABLISHED, THE CONTRACTOR SHALL REMOVE THEEROSION CONTROL MEASURES AND DISPOSE THEM OFF SITE.12. ANY ON SITE STOCKPILING IS TO BE COORDINATED AND APPROVED BY THE ENGINEER. THESTOCKPILE SHALL BE STABILIZED PER NPDES NCGO1. GROUND STABILIZATION ONPERIMETER AREAS AND SLOPES GREATER THAN 3:1 SHALL BE COMPLETED IN 7 DAYS.GROUND STABILIZATION ON ALL OTHER AREAS SHALL BE COMPLETED IN 14 DAYS. SEEDINGSHALL BE IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS OR AS DIRECTED BY PLANS.ASPHALT TACKIFIER SHALL NOT BE USED FOR ANCHORING STRAW.13. ANY OFF-SITE BORROW AND WASTE REQUIRED FOR THIS PROJECT MUST COME FROM ASITE WITH AN APPROVED EROSION CONTROL PLAN, A SITE REGULATED UNDER THEMINING ACT OF 1971, OR A LANDFILL REGULATED BY THE DIVISION OF SOLID WASTEMANAGEMENT. TRASH/DEBRIS FROM DEMOLITION ACTIVITIES OR GENERATED BY ANYACTIVITIES ON SITE MUST BE DISPOSED OF AT A FACILITY REGULATED BY THE DIVISION OFSOLID WASTE MANAGEMENT OR PER DIVISION OF SOLID WASTE MANAGEMENT ORDIVISION OF WATER RESOURCES RULES AND REGULATIONS.14. CONTRACTOR SHALL BE RESPONSIBLE FOR ENSURING THAT EXISTING GRAVEL DRIVES ATSTOUGH ROAD ARE SUFFICIENTLY STABLE AT ALL TIMES DURING CONSTRUCTION TOPREVENT RUTTING OF THE DRIVE AND TRACKING OF MUD BEYOND THE PROJECT LIMITS. IFTHE CONTRACTOR DOES NOTE MUD OUTSIDE OF THE PROJECT LIMITS, THEY SHALLIMMEDIATELY CLEAN UP THE SITE AND MAKE NECESSARY IMPROVEMENTS. IF THECONTRACTOR NOTES EXCESSIVE RUTTING OF THE DRIVE OR WET, LOW SPOTS, ETC. THEYSHALL CONTACT THE OWNER OR ENGINEER FOR DIRECTION. AT THE DIRECTION OF THEOWNER, ENGINEER (OR NCDEQ INSPECTOR), THE CONTRACTOR SHALL STABILIZE EXISTINGDRIVE WITH A CRUSHED STONE DRIVE ON GEOTEXTILE FABRIC AS PER DETAIL 6-E. PRIORTO INSTALLATION OF STONE BEDDING CONTRACTOR SHALL REMOVE WET MATERIAL ANDBLADE SMOOTH THE DRIVE.15. NO TEMPORARY OR PERMANENT PIPED STREAM CROSSINGS OF CODDLE CREEK ORTRIBUTARY CREEKS WILL BE ALLOWED EXCEPT FOR THE TEMPORARY AND PERMANENTCROSSINGS NOTED ON THE PLANS. ALL OTHER PROJECT AREAS WILL BE ACCESSED VIAACCESS ROADS AND EASEMENTS AS NOTED ON THE PLANS.11. NO WORK SHALL TAKE PLACE IN CODDLE CREEK EXCEPT FOR THOSE AREAS WHERE ASTREAM BYPASS SET UP IS NOTED ON THE PLANS. ALL WORK WITHIN THE CREEKS SHALL BEIN THE DRY.TTWSSGFOOEPLR/WOEUTUTUTUCUETCESSEAE1. THESE GENERAL NOTES ARE INTENDED TO DIRECT THE CONTRACTOR TO CERTAIN KEY ASPECTS OF THIS PROJECT. DETAILEDINFORMATION CONCERNING THE SCOPE OF WORK, CONSTRUCTION SEQUENCE, TECHNICAL SPECIFICATIONS, AND OTHERMATTERS ARE CONTAINED IN THE PROJECT MANUAL.2. CONSTRUCTION DRAWINGS DEPICT A COMBINATION OF GROUND SURVEY INFORMATION, AVAILABLE GIS INFORMATION.GROUND SURVEY HAS BEEN COMPLETED WHERE IT WAS DEEMED TO BE NECESSARY FOR DESIGN OF THE PROJECT. THECONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE GROUND SURVEY, SUBSURFACECONDITIONS, AND ACTUAL FIELD CONDITIONS. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL SUBSURFACE UTILITIES.CHANGES OR DEVIATIONS FROM THE CONFIGURATION, CONNECTIVITY, DIMENSIONS, DEPTHS, AND OTHER INFORMATIONPERTINENT TO THE SANITARY SEWERS IN THE PROJECT AREA WILL BE REPORTED TO THE ENGINEER, AND RECORDED BYTHE CONTRACTOR IN THE RECORD DRAWINGS THAT ARE REQUIRED AS PART OF THIS CONTRACT.3. ALL NCDOT RIGHT-OF-WAY CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE NCDOT STANDARD DETAILS MANUALAND 2018 STANDARD SPECIFICATIONS AND PROVISIONS.4. ALL SANITARY SEWER CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH THE WATER AND SEWERAUTHORITY OF CABARRUS COUNTY (WSACC) STANDARDS AND SPECIFICATIONS PER WEBSITE: HTTP://WWW.WSACC.ORG/5. SURVEY INFORMATION SHOWN HAS BEEN COMPILED FROM AERIAL AND FIELD SURVEYS PERFORMED MAY 23, 2019 ANDSEPTEMBER 24, 2019, RESPECTIVELY. SURVEY TIED TO NORTH CAROLINA STATE PLAN COORDINATES (NAD83) ANDNAVD88.SUBSURFACE INVESTIGATIONPT 12/04/201. PERMIT TO BE OBTAINED BY THE CONTRACTOR PRIOR TO THE INSTALLATION OF TEMPORARY STRUCTURES WITHIN THE FLOODPLAIN PER THE CABARRUS COUNTY DEVELOPMENT ORDINANCE (SEE 16.5.B.(7)).2. ALL DISTURBED AREAS SHALL BE RETURNED TO ORIGINAL GRADE WITHIN THE FLOODPLAIN. ALL EXCESS MATERIAL SHALL BE REMOVED FROM FLOODPLAIN AND RESTORED SURFACES SHALL MATCH EXISTINGCONTOURS.3. AFTER THE PROJECT IS COMPLETED, A PROFESSIONAL ENGINEER MUST PROVIDE CERTIFICATION THAT DISTURBED AREAS HAVE BEEN COMPACTED AND STABILIZED WITH GROUNDCOVER OR OTHER MEASURESSUFFICIENT TO PREVENT EROSION DURING FLOOD EVENTS.4. TEMPORARY DIKES CONSTRUCTED PARALLEL TO STREAM CENTERLINES FOR BANK STABILIZATION PROJECTS OR CONSTRUCTED ACROSS STREAMS FOR STREAM DIVERSIONS MAY NEED TO BE REMOVED AS PART OFTHE RESPONSE TO FLOOD WARNINGS.5. EQUIPMENT IN THE FLOODWAY SHALL BE RESTRICTED TO ONLY THAT NECESSARY TO COMPLETE THE SEWER LINE CONSTRUCTION. ALL OTHER EQUIPMENT NOT ACTIVELY USED IN THE CONSTRUCTION SHALL REMAINOUTSIDE OF THE FLOODWAY LIMITS.6. EQUIPMENT IS TO BE EVACUATED FROM THE SITE AND PLACED OUTSIDE THE FLOODPLAIN DURING POTENTIAL FLOOD EVENTS.7. ALL PREPARATION WORK FOR THE TRENCH EXCAVATION WORK TO CROSS THE ACTIVE STREAM SHALL BE COMPLETED AND STAGED SO THAT THE TIME IN THE ACTIVE STREAM IS LIMITED. TEST EXCAVATIONS,DRILLING OR OTHER ACTIONS THAT ARE NEEDED TO DETERMINE THE POTENTIAL IMPACTS OF ROCK EXCAVATION SHALL BE COMPLETED IN ADVANCE OF THE PIPE INSTALLATION ACROSS THE STREAM.8. CONTROLLING THE FLOW IN THE STREAM WITH COFFER DAMS PER DETAIL 4-D, SHALL BE SCHEDULED AND COMPLETED TO REDUCE THE IMPACTS OF WET WEATHER. ALL MATERIALS AND EQUIPMENT USED TOCOMPLETE THE CONTROL OF WATER DURING CONSTRUCTION SHALL BE REMOVED PRIOR TO ANY PRECIPITATION EVENT.9. ALL MECHANICAL EQUIPMENT OPERATED NEAR THE STREAM SHALL BE INSPECTED AND MAINTAINED REGULARLY TO PREVENT CONTAMINATION OF THE STREAM WATERS FROM FUEL, LUBRICANTS, HYDRAULICFLUIDS OR OTHER TOXIC MATERIALS. FUELING, LUBRICATION AND GENERAL EQUIPMENT MAINTENANCE SHALL BE PERFORMED IN A MANNER TO PREVENT CONTAMINATION OF SURFACE WATERS BY FUELS AND OILS.10. PETROLEUM SPILLS OF 25 GALLONS OR MORE, OR ANY SPILL THAT CAUSES A SHEEN ON SURFACE WATERS REGARDLESS OF ANY AMOUNT OCCURRING WITHIN 100-FEET OF SURFACE WATERS SHALL BE REPORTED INACCORDANCE WITH 143-215.85(B).FLOODPLAIN NOTES6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORSMMMLH2018-188EASEMENTS & NC DEQ NCG01 NOTESC-2-6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 1/4/2021 10:26 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\C-2.DWG PRELIMINARY PLANSNOT FOR CONSTRUCTIONEASEMENTS12/04/20GROUND STABILIZATION AND MATERIALS HANDLING PRACTICES FOR COMPLIANCE WITHTHE NCG01 CONSTRUCTION GENERAL PERMITImplementing the details and specifications on this plan sheet will result in the constructionactivity being considered compliant with the Ground Stabilization and Materials Handlingsections of the NCG01 Construction General Permit (Sections E and F, respectively). Thepermittee shall comply with the Erosion and Sediment Control plan approved by thedelegated authority having jurisdiction. All details and specifications shown on this sheetmay not apply depending on site conditions and the delegated authority having jurisdiction.GROUND STABILIZATION SPECIFICATIONStabilize the ground sufficiently so that rain will not dislodge the soil. Use one of thetechniques in the table below:POLYACRYLAMIDES (PAMS) AND FLOCCULANTS1. Select flocculants that are appropriate for the soils being exposed duringconstruction, selecting from the NC DWR List of Approved PAMS/Flocculants.2. Apply flocculants at or before the inlets to Erosion and Sediment Control Measures.3. Apply flocculants at the concentrations specified in the NC DWR List of ApprovedPAMS/Flocculants and in accordance with the manufacturer's instructions.4. Provide ponding area for containment of treated Stormwater before dischargingoffsite.5. Store flocculants in leak-proof containers that are kept under storm-resistant coveror surrounded by secondary containment structures.HAZARDOUS AND TOXIC WASTE1. Create designated hazardous waste collection areas on-site.2. Place hazardous waste containers under cover or in secondary containment.3. Do not store hazardous chemicals, drums or bagged materials directly on the ground.EQUIPMENT AND VEHICLE MAINTENANCE1. Maintain vehicles and equipment to prevent discharge of fluids.2. Provide drip pans under any stored equipment.3. Identify leaks and repair as soon as feasible, or remove leaking equipment from theproject.4. Collect all spent fluids, store in separate containers and properly dispose ashazardous waste (recycle when possible).5. Remove leaking vehicles and construction equipment from service until the problemhas been corrected.6. Bring used fuels, lubricants, coolants, hydraulic fluids and other petroleum productsto a recycling or disposal center that handles these materials.LITTER, BUILDING MATERIAL AND LAND CLEARING WASTE1. Never bury or burn waste. Place litter and debris in approved waste containers.2. Provide a sufficient number and size of waste containers (e.g dumpster, trashreceptacle) on site to contain construction and domestic wastes.3. Locate waste containers at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.4. Locate waste containers on areas that do not receive substantial amounts of runofffrom upland areas and does not drain directly to a storm drain, stream or wetland.5. Cover waste containers at the end of each workday and before storm events orprovide secondary containment. Repair or replace damaged waste containers.6. Anchor all lightweight items in waste containers during times of high winds.7. Empty waste containers as needed to prevent overflow. Clean up immediately ifcontainers overflow.8. Dispose waste off-site at an approved disposal facility.9. On business days, clean up and dispose of waste in designated waste containers.PAINT AND OTHER LIQUID WASTE1. Do not dump paint and other liquid waste into storm drains, streams or wetlands.2. Locate paint washouts at least 50 feet away from storm drain inlets and surfacewaters unless no other alternatives are reasonably available.3. Contain liquid wastes in a controlled area.4. Containment must be labeled, sized and placed appropriately for the needs of site.5. Prevent the discharge of soaps, solvents, detergents and other liquid wastes fromconstruction sites.PORTABLE TOILETS1. Install portable toilets on level ground, at least 50 feet away from storm drains,streams or wetlands unless there is no alternative reasonably available. If 50 footoffset is not attainable, provide relocation of portable toilet behind silt fence or placeon a gravel pad and surround with sand bags.2. Provide staking or anchoring of portable toilets during periods of high winds or in highfoot traffic areas.3. Monitor portable toilets for leaking and properly dispose of any leaked material.Utilize a licensed sanitary waste hauler to remove leaking portable toilets and replacewith properly operating unit.HERBICIDES, PESTICIDES AND RODENTICIDES1. Store and apply herbicides, pesticides and rodenticides in accordance with labelrestrictions.2. Store herbicides, pesticides and rodenticides in their original containers with thelabel, which lists directions for use, ingredients and first aid steps in case ofaccidental poisoning.3. Do not store herbicides, pesticides and rodenticides in areas where flooding ispossible or where they may spill or leak into wells, stormwater drains, ground wateror surface water. If a spill occurs, clean area immediately.4. Do not stockpile these materials onsite.CONCRETE WASHOUTS1. Do not discharge concrete or cement slurry from the site.2. Dispose of, or recycle settled, hardened concrete residue in accordance with localand state solid waste regulations and at an approved facility.3. Manage washout from mortar mixers in accordance with the above item and inaddition place the mixer and associated materials on impervious barrier and withinlot perimeter silt fence.4. Install temporary concrete washouts per local requirements, where applicable. If analternate method or product is to be used, contact your approval authority forreview and approval. If local standard details are not available, use one of the twotypes of temporary concrete washouts provided on this detail.5. Do not use concrete washouts for dewatering or storing defective curb or sidewalksections. Stormwater accumulated within the washout may not be pumped into ordischarged to the storm drain system or receiving surface waters. Liquid waste mustbe pumped out and removed from project.6. Locate washouts at least 50 feet from storm drain inlets and surface waters unless itcan be shown that no other alternatives are reasonably available. At a minimum,install protection of storm drain inlet(s) closest to the washout which could receivespills or overflow.7. Locate washouts in an easily accessible area, on level ground and install a stoneentrance pad in front of the washout. Additional controls may be required by theapproving authority.8. Install at least one sign directing concrete trucks to the washout within the projectlimits. Post signage on the washout itself to identify this location.9. Remove leavings from the washout when at approximately 75% capacity to limitoverflow events. Replace the tarp, sand bags or other temporary structuralcomponents when no longer functional. When utilizing alternative or proprietaryproducts, follow manufacturer's instructions.10. At the completion of the concrete work, remove remaining leavings and dispose ofin an approved disposal facility. Fill pit, if applicable, and stabilize any disturbancecaused by removal of washout.EARTHEN STOCKPILE MANAGEMENT1. Show stockpile locations on plans. Locate earthen-material stockpile areas at least50 feet away from storm drain inlets, sediment basins, perimeter sediment controlsand surface waters unless it can be shown no other alternatives are reasonablyavailable.2. Protect stockpile with silt fence installed along toe of slope with a minimum offset offive feet from the toe of stockpile.3. Provide stable stone access point when feasible.4. Stabilize stockpile within the timeframes provided on this sheet and in accordancewith the approved plan and any additional requirements. Soil stabilization is definedas vegetative, physical or chemical coverage techniques that will restrain acceleratederosion on disturbed soils for temporary or permanent control needs.SECTION E: GROUND STABILIZATIONRequired Ground Stabilization TimeframesNote: After the permanent cessation of construction activities, any areas with temporaryground stabilization shall be converted to permanent ground stabilization as soon aspracticable but in no case longer than 90 calendar days after the last land disturbingactivity. Temporary ground stabilization shall be maintained in a manner to render thesurface stable against accelerated erosion until permanent ground stabilization is achieved.Site Area DescriptionTimeframe variations-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQW Zones-10 days for Falls Lake Watershed unlessthere is zero slopeStabilize within thismany calendardays after ceasingland disturbance77714NoneNone(a) Perimeter dikes,swales, ditches, andperimeter slopes(b) High Quality Water(HQW) Zones(c) Slopes steeper than3:1If slopes are 10' or less in length and arenot steeper than 2:1, 14 days areallowed(d) Slopes 3:1 to 4:1(e) Areas with slopesflatter than 4:114-7 days for slopes greater than 50' inlength and with slopes steeper than 4:1-7 days for perimeter dikes, swales,ditches, perimeter slopes and HQWZones-10 days for Falls Lake WatershedNC DEQ - NCG01 GROUND STABILIZATION & MATERIAL HANDLINGPART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION A: SELF-INSPECTIONSelf-inspections are required during normal business hours in accordance with the tablebelow. When adverse weather or site conditions would cause the safety of the inspectionpersonnel to be in jeopardy, the inspection may be delayed until the next business day onwhich it is safe to perform the inspection. In addition, when a storm event of equal to orgreater than 1.0 inch occurs outside of normal business hours, the self-inspection shall beperformed upon the commencement of the next business day. Any time when inspectionswere delayed shall be noted in the Inspection Record.NOTE: The rain inspection resets the required 7 calendar day inspection requirement.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION B: RECORDKEEPING1. E&SC Plan DocumentationThe approved E&SC plan as well as any approved deviation shall be kept on the site. Theapproved E&SC plan must be kept up-to-date throughout the coverage under this permit.The following items pertaining to the E&SC plan shall be kept on site and available forinspection at all times during normal business hours.2. Additional Documentation to be Kept on Site In addition to the E&SC plan documents above, the following items shall be kept on the site and available for inspectors at all times during normal business hours, unless the Division provides a site-specific exemption based on unique site conditions that make this requirement not practical:(a) This General Permit as well as the Certificate of Coverage, after it is received.(b) Records of inspections made during the previous twelve months. The permittee shallrecord the required observations on the Inspection Record Form provided by theDivision or a similar inspection form that includes all the required elements. Use ofelectronically-available records in lieu of the required paper copies will be allowed ifshown to provide equal access and utility as the hard-copy records.PART IIISELF-INSPECTION, RECORDKEEPING AND REPORTINGSECTION C: REPORTING1. Occurrences that Must be ReportedPermittees shall report the following occurrences:(a) Visible sediment deposition in a stream or wetland.(b) Oil spills if:·They are 25 gallons or more,·They are less than 25 gallons but cannot be cleaned up within 24 hours,·They cause sheen on surface waters (regardless of volume), or·They are within 100 feet of surface waters (regardless of volume). (c) Releases of hazardous substances in excess of reportable quantities under Section 311of the Clean Water Act (Ref: 40 CFR 110.3 and 40 CFR 117.3) or Section 102 of CERCLA(Ref: 40 CFR 302.4) or G.S. 143-215.85.(d) Anticipated bypasses and unanticipated bypasses.(e) Noncompliance with the conditions of this permit that may endanger health or theenvironment.2. Reporting Timeframes and Other RequirementsAfter a permittee becomes aware of an occurrence that must be reported, he shall contactthe appropriate Division regional office within the timeframes and in accordance with theother requirements listed below. Occurrences outside normal business hours may also bereported to the Department's Environmental Emergency Center personnel at (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 downfor maintenance or close out unless this is infeasible. The circumstances in which it is not feasible to withdraw water from the surface shall be rare (for example, times with extended cold weather).Non-surface withdrawals from sediment basins shall be allowed only when all of the following criteria have been met:(a) The E&SC plan authority has been provided with documentation of the non-surface withdrawal and the specific time periods or conditions in which it will occur. The non-surface withdrawalshall not commence until the E&SC plan authority has approved these items,(b) The non-surface withdrawal has been reported as an anticipated bypass in accordance with Part III, Section C, Item (2)(c) and (d) of this permit,(c) Dewatering discharges are treated with controls to minimize discharges of pollutants from stormwater that is removed from the sediment basin. Examples of appropriate controls includeproperly sited, designed and maintained dewatering tanks, weir tanks, and filtration systems,(d) Vegetated, upland areas of the sites or a properly designed stone pad is used to the extent feasible at the outlet of the dewatering treatment devices described in Item (c) above,(e) Velocity dissipation devices such as check dams, sediment traps, and riprap are provided at the discharge points of all dewatering devices, and(f) Sediment removed from the dewatering treatment devices described in Item (c) above is disposed of in a manner that does not cause deposition of sediment into waters of the United States.NC DEQ - NCG01 SELF-INSPECTION, RECORDKEEPING AND REPORTING R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WPP T07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTYCABARRUS COUNTY, NORTH CAROLINALOWER CODDLE CREEK PARALLEL INTERCEPTORMLH RHK 2018-188 CONSTRUCTION ENTRANCE KEYE-0 1" = 300'12/30/2020 3:51 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\E-0.DWG RO C K Y R IV E R ROAD BENT BRANCH DR SWDO V E P O I N T D R S WAVIAN P L M O O N L I G H T T R A I L S W SPEEDRAIL CTNORTH CAROLINARAILROADNC-49TEMP. CONSTRUCTIONEASEMENT WITH TEMP. CONSTRUCTION ENTRANCE AT ROCKYRIVER ROAD HOMESTE A D DR PERMANENT ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE VIANC-49 TEMP. CONSTRUCTION ENTRANCE BEGIN PERMANENT ACCESS EASEMENT AT RIGHT OF WAY PERMANENT ACCESS EASEMENT INSTALL PERMANENTCULVERT STREAM CROSSING INSTALL PERMANENT CULVERT STREAM CROSSING TEMP. CONSTRUCTION ENTRANCE EXISTING GRAVEL & DIRT ROAD PERMANENT ACCESS EASEMENT VIA LIPPARD LANE PERM. ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE PERMANENT ACCESS EASEMENT AND PERMANENT DRIVEWAY TEMP. CONSTRUCTION EASEMENT TEMP ACCESS EASEMENTWITH TEMP. CONSTRUCTION ENTRANCE PERMANENT ACCESS EASEMENT FOR REHAB AND MAINTENANCE VIA CHAPEL CREEK RD. PERMANENT ACCESS EASEMENT WITH TEMP CONSTRUCTION EASEMENT.MATCHL INE ( SEE SHEET E -1 ) TEMP CONSTRUCTION ENTRANCE PERM. ACCESSEASEMENT EXIST. CULVERT STREAM CROSSINGINSTALL TEMP BRIDGE MAT NO ACCESS BENEATH RAILROAD BRIDGEAT&T EASEMENT07/13/20 6730 Freedom DriveCharlotte, NC 28214704-919-1900License No. P-0601Gavel & Dorn Engineering, PLLCPRELIMINARY PLANS NOT FOR CONSTRUCTION FEMA FLOODWAY (TYP.) CREEK CENTERLINE(TYP.) PROPERTY LINE (TYP.) 100-YR FLOOD PLAIN (TYP.) SSSSPPTPPP07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTYCABARRUS COUNTY, NORTH CAROLINALOWER CODDLE CREEK PARALLEL INTERCEPTORMLH RHK 2018-188 CONSTRUCTION ENTRANCE KEYE-1 1" = 300'12/30/2020 4:02 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\E-1.DWGHAWICK COMMONS DRRENFREW DR ALISTER AVE SERACEWAY DR SWMOT O R S P O R T S D R S W PEBBLEBROOK CIR SWPEBB L E C R O O K C I R S W SANDY LN SWB RAV E R Y P L SWVALIANT AVE SWCOURAGE CT SWTRIUMPH DR SWROBERTA RDHAMPTON CHASE DRSWS TON E F I E LD S T SW S EDG EW I C K S T SW NO ACCESS VIA CONCORD EASEMENT PERMANENT ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE PERMANENT ACCESS EASEMENT WITHTEMP. CONSTRUCTION ENTRANCE WENDY LNTRI U M P H D R S W EX. PERM SEWER EASEMENT. INSTALL TEMP. CONST. ENTRANCE AT STOUGH RD. PERM ACCESS EASEMENT FOR REHABAND MAINTANCE TEMPORARY ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE INSTALL PERMANENT AT-GRADE STREAM CROSSING INSTALL PERMANENT CULVERTSTREAM CROSSING PERMANENT ACCESSEASEMENT TEMP. CONSTRUCTION ENTRANCE EXISTING GRAVEL & DIRT ROAD EXTENDS TO STOUGH ROAD INSTALL PERMANENT AT-GRADE STREAM CROSSING PERMANENT ACCESS EASEMENT EX. CULVERT CROSSING EX. CULVERT CROSSING PERMANENT ACCESSEASEMENT TEMPORARY ACCESS EASEMENT WITH TEMP. CONSTRUCTIONENTRANCE PERMANENT ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE PERMANENT ACCESS EASEMENT FOR REHAB AND MAINTENANCE PERMANENT ACCESS EASEMENT FOR REHABAND MAINTENANCE INSTALL PERM. AT-GRADE STREAM CROSSING PERM ACCESS EASEMENT TO STOUGH RD. WITH TEMP CONSTRUCTION ENTRANCE AT STOUGH RD. STEEP SIDE SLOPE NOCONSTRUCTION ACCESS ACCESS VIA LARAMIE RD ACCESS ESMTMATCHL INE ( SEE SHEET E -0 )MATCHL INE ( SEE SHEET E -2 ) TEMP. CONSTRUCTION ENTRANCE INSTALL PERM. CULVERT STREAMCROSSING PERM. ACCESS EASEMENT WITHTEMP. CONSTRUCTION ENTRANCE EX. GATE DEEP CREEK NO,CULVERT PRESENT EX GATE & EX CULVERT 6730 Freedom DriveCharlotte, NC 28214704-919-1900License No. P-0601Gavel & Dorn Engineering, PLLC07/13/20 PRELIMINARY PLANS NOT FOR CONSTRUCTION PERM ACCESSEASEMENT AT SEDGEWICK - NO CONSTRUCTIONACCESS INSTALL TEMP. BRIDGE MAT STREAM CROSSING FEMA FLOODWAY (TYP.) 100-YR FLOODPLAIN (TYP.) CREEK CENTERLINE (TYP.) PROPERTY LINE (TYP.) R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/W R/WR/W R/W R /W R/ W R/W R/WR/WR/WR/WR/W R/W R/WR/W R/WR/WR/WR/WR/WPP TP 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTYCABARRUS COUNTY, NORTH CAROLINALOWER CODDLE CREEK PARALLEL INTERCEPTORMLH RHK 2018-188 CONSTRUCTION ENTRANCE KEYE-2 1" = 300'12/30/2020 4:11 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\E-2.DWGHAMPTON CHASE DR SW S TON E F I E LD S T SW S EDG EW I C K S T SW CE D A R S P R I N G S D R S W B E N T L E Y P T SW BE N T C R E E K D R S W AMARILLO DR SWGL EN HAV EN DR SW CEDAR SPRINGS DR SWCODDLE CREEK DR SWGRANADA DR SWRANCHWAY DR SWINSTALL PERMANENT AT-GRADE STREAM CROSSINGS TEMPORARY ACCESS EASEMENT AT LARAMIE RD WITH TEMP. CONSTRUCTIONENTRANCE PERM. ACCESS EASEMENT WITH TEMPORARY CONSTRUCTION ENTRANCE PERM. ACCESS EASEMENT WITH TEMP. CONSTRUCTION EASEMENT PERM. ACCESS EASEMENT FOR REHAB AND MAINTENANCE PERM. ACCESS EASEMENT WITH TEMP. CONSTRUCTION ENTRANCE TEMP. ACCESS EASEMENT WITH CONSTRUCTION ENTRANCEMATCHL INE ( SEE SHEET E -1 ) INSTALL AS-GRADE STREAM CROSSING CONCORD SEWER DUKE ENERGY RIGHT-OF-WAY CREEK ENCROACHING ON EXIST. SAN SEWER EASEMENT STEEP CROSSSLOPES NO ACCESS FOR LARGE TRUCK 12/04/20 6730 Freedom DriveCharlotte, NC 28214704-919-1900License No. P-0601Gavel & Dorn Engineering, PLLCLARAMIE RD S W FEMA FLOODWAY (TYP.) 100-YR FLOODPLAIN (TYP.) PROPERTY LINE (TYP.) CREEK CENTERLINE (TYP.) INSTALL PERMANENTCULVERT STREAM CROSSING SSESSESSESSESSESSEWWWWW525530535540R/WR/WR/WR/WSSESSESSESSESSES S ESSESSESSESSESSESSEP540539538537536535534535 0+001+002+003+00 4 + 0 0 5 + 0 0 6+007+008+009+0010+0011+0012+0013+001237+83.560+00 1+002+003+004 + 0 0 5 + 0 0 6+007+00SSESSESSESSESSESSESSE S S E S S E S S E S S E SSESSESSESSESSESSESSESSESSESSESSESSESSEWWWWWW5205205255255255255255255255255305305305305305305305305305305305305305305305305305305 3 0530 535535535540540540545R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSE S S E S S E S S E S S E SSESSESSESSESSESSESSESSESSESSESSESSESSES S E SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSE R/WR/WP537539541542 5405395385375365355345350+001+002+003+00 4 + 0 0 5 + 0 0 6+007+008+009+0010+0011+0012+0013+001237+83.560+00 1+002+003+004 + 0 0 5 + 0 0 6+007+00540538536SSEWWWWW535540R/WR/WR/WR/WSSESSE53753954154254053853607/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL PHASE 1: STATION 00+00 TO 13+00EC-11" = 40'1/4/2021 11:08 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-01.DWG MATCHLINE (SEE SHEET EC-2)SCALE: 1"=20'SCALE: 1"=40'SCALE: 1"=20'PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+002 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES S E S S E S S E S S E S S E S S E S S E S S E S S EWWWWW525525525525525525525525525525525525530530530530530530530530530530530 530530530530535535535535540540545545545545R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES S E S S E S S E S S E S S E S S E S S E S S E S S ESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEP54053953853753653553453510+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+002 1 + 0 0 2 2 + 0 0 2 3 + 0 0 2 4 + 0 0 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL PHASE 1: STATION 13+00 TO 23+00EC-21" = 40'12/23/2020 9:56 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-02.DWG MATCHLINE (SEE SHEET EC-3)MATCHLINE (SEE SHEET EC-1)PRELIMINARY PLANSNOT FOR CONSTRUCTIONMATCHLINE (SEE SHEET EC-3)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 23+00 24+00 25+0026+0027+0028+0029+003 0 + 0 0 3 1 + 0 0 32+0033+0034+00SSE SSE SSE SSE SSESSESSESSESSESSESSESSE SSESSESSESSESSESSESSESSESSE525525525525525525525525525530530530530530530530530530SSE SSE SSE SSE SSESSESSESSESSESSESSESSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES S E S S E SSESSESSESSESSESSE23+00 24+00 25+0026+0027+0028+0029+003 0 + 0 0 3 1 + 0 0 32+0033+0034+00SSER/WR/WR/WR/WR/WR/WR/WR/WR/WR/W07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL PHASE 1: STATION 23+00 TO 34+00EC-31" = 40'12/23/2020 9:59 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-03.DWG MATCHLINE (SEE SHEET EC-4)MATCHLINE(SEE SHEET EC-2)MATCHLINE (SEE THIS SHEET)MATCHLINE (SEE TH IS SHEET )PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 34+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+00SSESSESSEOEOEOEOE525525525525530530530530530530530530530535535535535535535535535535535535535535535535535535535535535535535535535SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE S S E S S E SSESSESSESSESSESSESSESSESSESSESSESSEP 34+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+0011121314SSESSE OEOEOEOEOEFOFOFOFOFOFOFOFOFO525525525525530530530530530530530530530535535535535535535535535535535535535535535540540525525530530530530535535535535535535540SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE46+0047+0048+0049+0050+0051+0052+0053+0054+0055+0056+0057+0058+001112131407/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL PHASE 1: STATION 34+00 TO 58+00EC-41" = 40'12/30/2020 11:44 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-04.DWG MATCHLINE (SEE THIS SH E E T )MATCHLINE (SEE THIS SHEET)MATCHLINE (SEE SHEET EC-3)MATCHLINE (SEE SHEET EC-5)PRELIMINARY PLANSNOT FOR CONSTRUCTION6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC12/04/20 58+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0014151617MOONL IGHT TRA I L (50 ' PUB L IC R IGHT -O F -WAY )530530530530530530530530530530530535535535535535535535535535535540540545R/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE58+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+001415161770+0071+0072+0073+0074+0075+0076+0077+007 8 + 0 0 7 9 + 0 0 8 0 + 0 0 8 1 + 0 0 82+0 0 83+0 018192021MOONLIGHT TRAIL(50' PUBLIC RIGHT-OF-WAY)MOONLIGHT TRAIL(50' PUBLIC RIGHT-OF-WAY)530530530530530530530535535535535535535535540540540540540540540540540540545545545545545545545545550550550550540545R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES S E S S E S S E S S E S S E S S E SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES S E S S E S S E S S E S S E S S E SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE70+0071+0072+0073+0074+0075+0076+0077+007 8 + 0 0 7 9 + 0 0 8 0 + 0 0 8 1 + 0 0 82+0 0 83+0 018192021T 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL PHASE 1: STATION 58+00 TO 81+00EC-51" = 40'12/23/2020 10:02 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-05.DWG MATCHLINE (SEE THIS SHEET)MATCHLINE (SEE THIS SHEET)MATCHLINE (SEE SHEET EC-4)MATCHLINE (SEE SHEET EC - 6)PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 81+0082+00 83+00 84+00 85+00 86+0087+0088+0089+0090+0091+0092+0093+0094+00OEOEOEOEOEOEOEOENOR T H C A RO L IN A R A I L RO A D COM P AN Y ( CO R R I DO R W ID T H V A R I E S )530530530535535535535535540540540540540540540540540540540540540540540540540540540545545545545545545550550550550550550555555555555555560560560560565565565565565565565565R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR /W R /W R /W R /W R /W R /W R /W R /W R /WR/WR/WR/WR/WR/WR/WR/WSSESSE SSE SSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSE SSE SSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSESSESSESSESSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE81+0082+00 83+00 84+00 85+00 86+0087+0088+0089+0090+0091+0092+0093+0094+0007/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORRHKMLH2018-188EROSION CONTROL PHASE 1: STATION 81+00 TO 94+00EC-61" = 40'12/23/2020 10:04 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-06.DWG MATCHLI N E ( S E E S H E E T E C - 7 )MATCHLINE (SEE SHEET EC-5)PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 530530530535535535535540540540540545545550550555555HIGHWAY-49 (SOUTH BOUND ) HIGHWAY-49 (NORTH BOUND )RDR REAL ESTATEP.I.N. 5518-83-3735DB. 12323 , PG . 27 R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSE102+38.48103+0094+0095+0096+0097+0098+0099+00100+00101+00102+00102+38.48N.C. HIGHWAY #49(RIGHT-OF-WAY WIDTH VARIES)530530530530530535535535535535540540540540540540540540540R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE94+0095+0096+0097+0098+0099+00100+00101+00102+00102+38.4807/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL PHASE 1: STATION 94+00 TO 102+50EC-71" = 40'12/23/2020 10:19 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-07.DWG MATCHLINE (SEE SHEET EC-6)MATCHLINE (SEE SHEET EC - 8)PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 102+38.48103+00104+00105+00106+001 0 7 + 0 0 108+00109+00110+00111+00530530535535535535535535535540540540540540540540540545545545545550550550550530535535535535540540540540540540540545545545545545545550550550550550550555555555555(SOUTH BOUND)R/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE102+38.48103+00104+00105+00106+001 0 7 + 0 0 108+00109+00110+00111+00DIMITRI KARAMPOURNIOTISP.I.N. 5518-93-0799DB. 705, PG. 272DIANE LEE HUMPHREYP.I.N. 5518-84-7198DB. 9477, PG. 13007/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL PHASE 1: STATION 102+50 TO 111+00EC-81" = 40'12/23/2020 10:20 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-08.DWG MATCHLINE (SEE SHEET EC-9)MATCHLINE (SEE SHEET EC-7)CONTRACTOR TO MAINTAIN ACCESSTO RESIDENCE (PIN # 5518-84-7198)AT ALL TIMES DURING CONSTRUCTION.MAY REQUIRE CONSTRUCTION OFTEMPORARY ACCESS ROADS.PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 111+00112+00113+00114+00115+00116+00117+00118+00119+00120+00121+00122+00MORRISON BROTHERS PROPERTIES, INC.P.I.N. 5518-74-9619DB. 9823, PG. 330535535540540545545545545550550530530535535535535535535535540540540540540540540540545545545545545H H MORRISON INVSTMS LLC/ET ALP.I.N. 5518-74-9619DB. 9823, PG. 330EMJA PROPERTIES LLCP.I.N. 5518-83-0527DB. 9990, PG. 98EMJA PROPERTIES LLCP.I.N. 5518-83-4682DB. 11711, PG. 58SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE111+00112+00113+00114+00115+00116+00117+00118+00119+00120+00121+00122+00121+00 122+00 123+00124+00125+00126+00127+00128+00129+00130+00131+00132+00133+00535535540540545550555560535540545545545545545545545550550555555540545545535535540540545545545CHARLES MICHAEL & PATRICIA P. (WF) SMITHP.I.N. 5518-73-0443DB. 7567, PG. 103SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE555550550121+00 122+00 123+00124+00125+00126+00127+00128+00129+00130+00131+00132+00133+0007/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL PHASE 1: STATION 111+00 TO 132+00EC-91" = 40'12/23/2020 10:21 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-9.DWGMATCHLINE (SEE THIS SHEET)MA T C H L I N E ( S E E S H E E T E C - 1 0 )MATCHLINE (SEE THIS SHEET)MATCHLINE (SEE SHEET EC-8)PRELIMINARY PLANSNOT FOR CONSTRUCTION6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC12/04/20 132+00133+00134+00135+00136+00137+00138+00139+00140+00141+00142+00143+00144+00535535540540540540540540540540540540545545545545545545545545545545545545545545545550550550550550555555555560SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEP555550550132+00133+00134+00135+00136+00137+00138+00139+00140+00141+00142+00143+00144+00THE STOUGH FAMILY REVOCABLE TRUSTP.I.N. 5518-75-5722DB. 6904, PG. 131MORRISON BROTHERS PROPERTIES, INC.P.I.N. 5518-74-9619DB. 9823, PG. 33007/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL STATION 132+00 TO 144+00EC-101" = 40'12/23/2020 10:22 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-10.DWG MATCHLINE (SEE SHEET EC-9) MA T C H L I N E ( S E E S H E E T E C - 1 1 )PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 144+00145+00146+00147+00148+00149+00150+00151+00152+00153+00154+00 155+00 156+00157+00158+00159+00HAWICK COMMONS DRIVE(40' PUBLIC RIGHT-OF-WAY)540540545545545550550550550550550550555555555560560555560565540545550550540545540545550555560540540540545545545545545550550550555555555560R/WR/WR/WR/WR/WR/WR/W R/W R/W R/W R/ W R/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSEPP144+00145+00146+00147+00148+00149+00150+00151+00152+00153+00154+00 155+00 156+00157+00158+00159+0007/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL STATION 141+00 TO 157+00EC-111" = 40'12/23/2020 10:22 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-11.DWG MATCHLINE (SEE SHEET EC-12)MATCHLINE (SEE SHEET EC-10)PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC LOT #16DEBORAH STAPLES BRADLEYP.I.N. 5518-46-8879DB. 4952, PG. 283MB. 17, PG 30LOT #62ROBERT E. GEE, JR.P.I.N. 5518-47-6126DB. 576, PG. 709MB. 17, PG 30LOT #63BREEZE BRENDA BEATRICE FURRP.I.N. 5518-47-4296DB. 5770, PG. 217MB. 17, PG 30LOT #64PAUL DOUGLAS MEYER &wife, LINDA G. MEYERP.I.N. 5518-47-3446DB. 7098, PG. 335MB. 17, PG 30LOT #65PAUL DOUGLAS MEYER &wife, LINDA G. MEYERP.I.N. 5518-47-2617DB. 1332, PG. 179MB. 17, PG 30PEBBLEBROOK CIRCLE(60' PUBLIC RIGHT-OF-WAY)545545545545545545545545550550550550550550550555555555555555555555555555555555560560560555555R/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE170+00171+00172+00173+00174+00175+00176+00177+00178+00179+00180+00181+00170+00171+00172+00173+00174+00175+00176+00177+00178+00179+00180+00181+00OPEN SPACEGLENGROVE HOMEOWNERS ASSOCIATION, INC.P.I.N. 5518-56-7757DB. 11531, PG. 204MB. 60, PG. 92MB. 63, PG. 44OPEN SPACEGLENGROVE HOMEOWNERS ASSOCIATION, INC.P.I.N. 5518-56-0455DB. 11531, PG. 204MB. 60, PG. 92MB. 63, PG. 44LOT #15BERNICE JEAN PAGEP.I.N. 5518-56-1973DB. 558, PG. 399MB. 17, PG 30DEBORAH STAPLES BRADLEY540545545545545545545545545545545550550550550550550550550550550550550550555555555555555555555555560560555555555555555555SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSESSESSESSESSESSESSESSESSESSE SSE SSESSESSESSESSESSESSESSE158+00159+00160+00161+00162+00163+00164+00165+00166+001 6 7 + 0 0 1 6 8 + 0 0 169+00170+00171+00158+00159+00160+00161+00162+00163+00164+00165+00166+001 6 7 + 0 0 1 6 8 + 0 0 169+00170+00171+0007/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL STATION 159+00 TO 181+00EC-121" = 40'12/23/2020 10:23 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-12.DWG MATCHLINE (SEE THIS SHEET) MATC H L I N E ( S E E T H I S S H E E T MATCHLINE (SEE SHEET EC-11) MATCHLINE (S E E S H E E T E C - 1 3 )PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 204+79.15194+00195+00196+00197+00198+00199+00200+00201+00202+00203+002 0 4 + 0 0 0+001+002+003 + 0 0 4 + 0 01+17.050+001+00LOT #72226 PROPERTIES LLCP.I.N. 5518-48-0983DB. 12975, PG. 326MB. 17, PG 30LOT #73PATRICK R. McINDOE &wife, CATHERINE R. McINDOEP.I.N. 5518-49-0200DB. 10227, PG. 92MB. 17, PG 30LO T # 1 0 B A R B A R A L . M Y S ING E R P . I .N . 5 5 1 8 - 3 9 - 7 8 1 1 D B . 6 4 3 , PG . 9 0MB . 7 , PG . 3 2 L O T # 9 B A R B A R A L . M Y S I N G E R P. I . N . 5 5 1 8 - 3 9 - 5 7 2 6 D B . 6 4 3 , P G . 9 0MB. 7 , P G . 3 2 545545545545550550550550550550555555555555555555560560560565565565570550550550550550550550550550550555555555555555555555555555555555555555555555555560560GLENGROVE HOMEOWNER ASSN . INCP. I .N . 5518 -39 -4267DB. 8495 , PG . 268MB. 52 , PG 108PATRICK R . M c INDOE &wi fe , CATHER INE R . M c INDOEP. I .N . 5518 -49 -1308DB. 10227 , PG . 92R/W R/WR/WR/WSSE SSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEP204+79.15194+00195+00196+00197+00198+00199+00200+00201+00202+00203+002 0 4 + 0 0 0+001+002+003 + 0 0 4 + 0 01+17.050+001+00181+00 182+00183+00184+00185+00186+00187+00188+00189+00190+001 9 1 + 0 0 1 9 2 + 0 0 1 9 3 + 0 0 194+00LOT #65PAUL DOUGLAS MEYER &wife, LINDA G. MEYERP.I.N. 5518-47-2617DB. 1332, PG. 179MB. 17, PG 30LOT #66DENNIS A RIECK &wife, KAREN RIECKP.I.N. 5518-47-1882DB. 6215, PG. 31MB. 17, PG 30LOT #67GARY WAYNE WINSLOWP.I.N. 5518-48-1002DB. 779, PG. 329MB. 17, PG 30LOT #68HILDA GARIBO CUEVASP.I.N. 5518-48-0289DB. 11630, PG. 263MB. 17, PG 30LOT #70JORGE L. MARTINEZ RUIZP.I.N. 5518-48-0602DB. 10250, PG. 213MB. 17, PG 30LOT #71PEGGY G. WALLYP.I.N. 5518-48-0758DB. 883, PG. 230MB. 17, PG 30PEBBLEBROOK CIRCLE(60' PUBLIC RIGHT-OF-WAY)KENNETH R. AUSTINP.I.N. 5518-36-4862DB. 7163, PG. 155[PARCEL ONE]545545545545545545545545545545545545545545545545550550550550550550550550550550550550550550550550555555555555555555555555555555555555555555555555555555555555555560560560560565565OEOEOEOEOEOEOEOEOEOEOEOE545550555R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEP181+00 182+00183+00184+00185+00186+00187+00188+00189+00190+001 9 1 + 0 0 1 9 2 + 0 0 1 9 3 + 0 0 194+0007/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL STATION PHASE 1: 181+00 TO PHASE 2: 4+00EC-131" = 40'12/23/2020 10:25 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-13.DWG MATCHLINE(SEE THIS SHEET)MATCHLINE (SEE SHEET EC-12)MATCHLINE(SEE SHEET EC-14)MATCHLINE (SEE THIS SHEET)PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 3+004+005+006+007+00 8 + 0 0 9 + 0 0 10+0011+0012+0013+0014+0015+0016+001 7 + 0 0 LOT #8ALLEN L. OVERKAMP &wife, SHEILA L. OVERKAMPP.I.N. 5518-39-3878DB. 555, PG. 330MB. 7, PG. 32KIEN C. NGUYEN andLEHUYEN T. PHAMP.I.N. 5518-39-0859DB. 13126, PG. 69[TRACT TWO]LOT #14FRANK H. BRASWELL, JR. &wife, KAREN R. BRASWELLP.I.N. 5518-29-7789DB. 4138, PG. 223MB. 19, PG. 59OEOEOEOEOTOTSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEOTOTOTOTOTOT550550550555555555555560560560560 550550550550550550550550550550555555555555555555555555555555560560 560560560560560560560560560560565565565565565565565565565570570PHAM LEHUYEN TP.I.N. 5518-39-0859DB. 13126, PG. 69TOWER PLACE LLCP.I.N. 5519-20-4300DB. 2397, PG. 225R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESS E SS E SSESSESSESSESSESSESSESSESSESSEMARK SHANE & SUSAN H BUTLERP.I.N. 5518-29-3496DB. 2909, PG. 2103+004+005+006+007+00 8 + 0 0 9 + 0 0 10+0011+0012+0013+0014+0015+0016+001 7 + 0 0 ROB E R T A R O A D (SR- 1 3 0 4 )07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL PHASE 2: STATION 4+00 TO 17+00EC-141" = 40'12/23/2020 10:26 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-14.DWG MATCHLINE (SEE SHEET EC-13)MATCHLINE (SEE SHEET EC-15)PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 16+0017+00 18+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+00MB. 31, PG. 70LOT #207ROBERT D. HUGUNIN &wife, SUZANNE A. HUGUNINP.I.N. 5518-29-1920DB. 2570, PG. 42MB. 31, PG. 70LOT #208LACHASITY A. FORNEYP.I.N. 5518-29-0985DB. 12044, PG. 65MB. 31, PG. 70LOT #209SUE SLOANP.I.N. 5518-20-0130DB. 12926, PG. 194MB. 31, PG. 70LOT #210DANIEL A. LAMBERT &wife, KIMBERLY R. LAMBERTP.I.N. 5518-10-8158DB. 10108, PG. 16MB. 31, PG. 70LOT #211ROBIN H. SHANKLEP.I.N. 5518-19-7975DB. 3024, PG. 224MB. 31, PG. 70LOT #38SUSAN SPAETH NORTHRUPP.I.N. 5518-19-5977DB. 2292, PG. 34MB. 31, PG. 69LOT #39PETER J. BARTLETT &wife, PATTI S. BARTLETTP.I.N. 5518-10-4059DB. 2284, PG. 296MB. 31, PG. 69LOT #40ALBERT J. SAIANI &wife, DEBORAH J. SAIANIP.I.N. 5518-19-3947DB. 2257, PG. 219MB. 31, PG. 69SSESSESSESSESSESSESSESSESSESSESSESSEOEOEOEOEOE UTUTUTUTUTSEDGEWICK STREET(50' PUBLIC RIGHT-OF-WAY)HAMPTON CHASE DRIVE(50' PUBLIC RIGHT-OF-WAY)555555560550550555560565565550550550550550555555555555555555555560560560560560560560560560560565565565565565565565565565565565565570570570570570570570570575575550550550550555555555555555555555560560560560 560560565565 570570575560 R/WR/WR/W R/WR /WSSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEPPT16+0017+00 18+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0030+00 31+00 32+00 33+003 4 + 0 0 3 5 + 0 0 3 6 + 0 0 3 7 + 0 0 38+0039+0040+0041+0042+00LOT #281JAMIE D. CATALANOP.I.N. 5518-09-8696DB. 12351, PG. 49MB. 17, PG. 69 LO T # 6 6 JAM E S A R THUR MUR RA Y &wif e , E L L EN JUN E FORB E S MU R RA Y P . I .N . 5 5 1 9 - 0 0 - 6 2 4 6DB . 1 8 4 2 , PG . 1 7 4MB. 2 9 , PG . 5 LOT #65JOAO L. ANTUNES &wife, KATHRYN B. ANTUNESP.I.N. 5519-00-4536DB. 2713, PG. 251MB. 29, PG. 5BENT CREEK DRIVE(PUBLIC RIGHT-OF-WAY, WIDTH VARIES)550550550550555555555555555555560560560560560560560565565565565565565565565570570570550550555555560560555555560560R/W R/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSE SSE SSE SSE S S E S S E S S E S S E S S E SSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSEP30+00 31+00 32+00 33+003 4 + 0 0 3 5 + 0 0 3 6 + 0 0 3 7 + 0 0 38+0039+0040+0041+0042+0007/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL PHASE 2: STATION 17+00 TO 42+00EC-151" = 40'1/4/2021 11:05 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-15.DWG MATC H L I N E ( S E E T H I S S H E E T )MATCHLINE (SEE SHEET EC - 14)M A T C H L I N E ( S E E S H E E T E C - 1 6 )MATCHLINE (SEE THIS SHEET)PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 42+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052 + 0 0 53 + 0 0 54 + 0 0 55 + 0 0 56+0057+0058+0059+0060+00LOTS #210-212ALFARO MISAEL ANTONIO & CRUZ AGUILAR HERNANDEZP.I.N. 5519-01-4020DB. 13836, PG. 59MB. 21, PG. 69P/O LOT #207 & LOTS 208 -209SEONG J . K IM &wi fe , SOON K . K IMP. I .N . 5519 -01 -0247DB. 659 , PG . 226MB. 21 , PG . 69UTGLEN HAVEN DRIVE(60' PUBLIC RIGHT-OF-WAY)555555555555555555555555555555555555555555555555555560560560560560560560560560560560560560560560560560560565565565565565565565565565565570570570570575575575575580555555560560R/WR/WR/WR/WR/W R/W R/WSSESSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSESSESSE SSE SSE SSE SSE SSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE42+0043+0044+0045+0046+0047+0048+0049+0050+0051+0052 + 0 0 53 + 0 0 54 + 0 0 55 + 0 0 56+0057+0058+0059+0060+0007/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL PHASE 2: STATION 42+00 TO 60+00EC-161" = 40'12/23/2020 10:28 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-16.DWG MATCHLINE (SEE SHEET EC - 1 7 )MATCHLINE (SEE SHEET EC - 15)PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 59+00 60+00 61+00 62+00 63+0064+0065+0066+0067+0068+0069+0070+0071+0072+00LOT #132AAPCO SOUTHEAST, INC.P.I.N. 5509-91-5377DB. 13274, PG. 1MB. 37, PG. 74 LOT #133DAVID L. MCLAIN &wife, DENISE M. MCLAINP.I.N. 5509-91-2606DB. 5368, PG. 326MB. 37, PG. 74 JANICE COCHRAN MORRISP.I.N. 5509-73-6188DB. 643, PG. 259OEOEOEOEOEOEOEOE555555555555560560560560560560560560560560560560560560560560560560560560560565565565565565565565565565565565565565565565565565565565565565565565565570570570570570570570570575575575575575575R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEP59+00 60+00 61+00 62+00 63+0064+0065+0066+0067+0068+0069+0070+0071+0072+0078+12.0972+0073+0074+0075+007 6 + 0 0 7 7 + 0 0 7 8 + 0 0 OEOEOEOEOEOEJANICE CO C H R A N M O R R I S P.I.N. 5 5 0 9 - 7 3 - 6 1 8 8 D B . 6 4 3 , P G . 2 5 9 OEOEOEOEOEOEOEOEOEOEOEOEDUKE ENERGY(68' RIGHT-OF-WAY)55 5 55 5 56 0 56 0 56056 0 56 0 560565 565 565 56556556556556556556 5 56 5 56 5 565565565565 56 5 56 5 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSES S E SS E S S E SS E SSESSESSESSESSESSESSESSESSESS E SS E S S E SS E SSESSESSESSESSESSESSESSESSESS E S S E SS E SSESSESSE SSE SSE78+12.0972+0073+0074+0075+007 6 + 0 0 7 7 + 0 0 7 8 + 0 0 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188EROSION CONTROL PHASE 2: STATION 60+00 TO ENDEC-171" = 40'12/23/2020 10:29 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\EC-17.DWG MATCHL INE (SEE TH IS SHEET )MATCHLINE (SEE SHEET EC - 16)MATCHLINE (SEE THIS SHEET)PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC ROCKY RIVER RD (SR-1139)ROCKY R IVER RD (SR -1139 )ROCKY RIVER RD (SR-1139)MAHOGANY PL SWDOVE PO INT DR SW BENT B R A N C H D R S W BOULDE R D R BOULDE R D R AVIAN PLCIPP CC T VDOVE POINT DR SWBOULDER DRBOULDER DR AVIAN PLMO O N L I G H T T R A I L MOONLIGHT TRAILCCTVCCTVHIGHWAY-49HIGHWAY-49NORTH CAROLINA RAILROAD CIPPCCTVCCTVCCTVCCTVCI P P CI P P 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188SEWER REHABILITATION PLANR-11" = 200'12/10/2020 3:29 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\R-1.DWG MATCHLINE (SEE THIS SHEET)MATCHLINE (SEE THIS SHEET)MATCHLINE (SEE THIS SHEET)MATCHLINE (SEE THIS SHEET)MATCHLINE (SEE SHEET R - 2)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)EX. SAN SEWER (TYP.)PERMANENT SAN.SEWER EASEMENT (TYP)NCDOT RIGHT-OF-WAY (TYP.)PROP. TEMPORARYCONSTRUCTIONEASEMENT (TYP.)EX. SAN SEWER (TYP.)PERMANENT SAN. SEWEREASEMENT (TYP)NCDOT RIGHT-OF-WAYPERMANENT SAN.SEWER EASEMENT (TYP)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)MH 010198 TO BEDEMOLISHED (SEESHEET SS-5A)MH 010203TRIBUTARY CREEK (TYP.)TRIBUTARY CREEK (TYP.)TRIBUTARY CREEK(TYP.)PROPERTY LINE (TYP.)PROPERTY LINE (TYP.)PROPERTY LINE (TYP.)PROP. PERMANENT ACCESS EASEMENT (TYP.)FEMA FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)FEMA FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)FEMA FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)PROP. PERMANENTACCESS EASEMENT (TYP.)EX. SAN SEWER (TYP.)CIPPPRELIMINARY PLANSNOT FOR CONSTRUCTIONNASSCO PACPDAGS - DEPOSITS ATTACHED GREASE D - DEFORMEDMCU - MISC. CAMERA UNDERWATERMGO - MISC. GENERAL OBSERVATIONMMC - MISC. MATERIAL CHANGEIS - INFILTRATION STAINIW - INFILTRATION WEEPERSCP - SURFACE DAMAGE CORROSIONSSC - SURFACE SPALLING COATINGIR - INFILTRATION RUNNERMSA - MISC. SURVEY ABANDONEDMH 010192MH 013047MH 013046MH 010193MH 011614MH 013045MH 081068MH 013053MH 010193.99MH 010194ABANDONED MHMH 010195MH 081067LEGENDPERMANENT SAN. SEWER EASEMENTTEMPORARY CONSTRUCTION EASEMENTPIPELINE TO BE REHABILITATEDPROP. MANHOLEEXIST. MANHOLEEXIST. SEWER PIPELINECIPPCIPPCIPPMANHOLE TO BE REHABILITATEDPROP. PERMANENT ACCESS EASEMENTPROP. CCTV AND CLEANINGCCTVCCTVCCTVMH 010234MH 27PROP. SANITARYSEWER (TYP)PROP. SANITARY SEWER (TYP)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCABBREVIATIONSABANDONED MH100' AT&TRIGHT-OF-WAY (TYP.)PROP. PERMANENTACCESS EASEMENT (TYP.)PROP. SEWER PIPELINENORTH CAROLINARAILROAD RIGHT-OF-WAY HAWICK COMMONS DRIVERENFREW DRPEBBLEBROOK CIR SWPEBBLEBROOK CIR SWPEBBLEBROOK CIR SWSANDY LN SWBRAVERY PL SWTRIUMPH DR SWCCTVCCTV HAWIC K C O M M O N S D R I V E RENFREW DRCULLODEN CTCCTVCCTVCIPPCIPPBRAVERY PL SWTRIUMPH DR SWAPRILCTROBERTARDROBERTA RD HOLLOWS GLEN CT SWHAM P T O N C H A S E D R S W STONEFIELD ST S W SEDGEWIC K S T S W BENT CRE E K D R S W BENT C R E E K D R S W BENTLEY P L S W CI P P CI P P CIPPCCTV07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CONCORD, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188SEWER REHABILITATION PLANR-21" = 200'12/10/2020 3:53 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\R-2.DWG MATCHLINE (SEE SHEET R-1)MA T C H L I N E ( S E E T H I S S H E E T ) MAT C H L I N E ( S E E T H I S S H E E T ) MATCHLINE (SEE THIS SHEET)MATCHLINE (SEE THIS SHEET)MATCHLINE (SEE SHEET R-3)EX. SAN. SEWER (TYP.)PERMANENT SAN.SEWER EASEMENT (TYP)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)EX. SAN. SEWER (TYP.)PERMANENT SAN. SEWEREASEMENT (TYP)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)PERMANENT SAN. SEWEREASEMENT (TYP.)PROP. TEMPORARYCONSTRUCTIONEASEMENT (TYP.)TRIBUTARY CREEK (TYP.)TRIBUTARY CREEK (TYP.)TRIBUTARY CREEK (TYP.)FEMA FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)PROPERTY LINE (TYP.)CIPPCIPPCIPPCIPPFEMA FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)PROPERTY LINE (TYP.)PROPERTY LINE (TYP.)FEMA FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)EX. SAN. SEWER (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONMH 010352MH 010239MH 010250MH 01025912/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCNASSCO PACPDAGS - DEPOSITS ATTACHED GREASE D - DEFORMEDMCU - MISC. CAMERA UNDERWATERMGO - MISC. GENERAL OBSERVATIONMMC - MISC. MATERIAL CHANGEIS - INFILTRATION STAINIW - INFILTRATION WEEPERSCP - SURFACE DAMAGE CORROSIONSSC - SURFACE SPALLING COATINGIR - INFILTRATION RUNNERMSA - MISC. SURVEY ABANDONEDLEGENDPERMANENT SAN. SEWER EASEMENTTEMPORARY CONSTRUCTION EASEMENTPIPELINE TO BE REHABILITATEDPROP. MANHOLEEXIST. MANHOLEEXIST. SEWER PIPELINECIPPCIPPCIPPMANHOLE TO BE REHABILITATEDPROP. PERMANENT ACCESS EASEMENTPROP. CCTV AND CLEANINGCCTVCCTVCCTVABBREVIATIONSPROP. SEWER PIPELINEPROP. PERMANENTACCESS EASEMENT (TYP)PROP. PERMANENTACCESS EASEMENT (TYP)MH 010254PROP. PERMANENTACCESS EASEMENT (TYP)NCDOT RIGHT-OF-WAY GLEN HAVEN DR SWGLEN HAVEN DR SWAMARILLO DR SWGLEN HAVEN DR SWBENT CREEK DR SWBENT CREEK DR SWBENTLEY PL SWCEDAR SPRINGS DR SWCODDLE CREEK DR SWCIPPCIPPCIPPCCTV07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188SEWER REHABILITATION PLANR-31" = 200'12/10/2020 2:30 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\R-3.DWG EX. SAN. SEWER (TYP.)PROP. TEMPORARYCONSTRUCTIONEASEMENT (TYP.)EXIST. PERMANENTEASEMENT (TYP)PROP. PERMANENTEASEMENT (TYP)MATCHLINE (SEE SHEET R-2)TRIBUTARY CREEK(TYP.)FEMA FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)PROPERTY LINE (TYP)PRELIMINARY PLANSNOT FOR CONSTRUCTIONMH 010278MH 010282PROP. SANITARY SEWER(TYP)MH 0102876730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC12/04/20NASSCO PACPDAGS - DEPOSITS ATTACHED GREASE D - DEFORMEDMCU - MISC. CAMERA UNDERWATERMGO - MISC. GENERAL OBSERVATIONMMC - MISC. MATERIAL CHANGEIS - INFILTRATION STAINIW - INFILTRATION WEEPERSCP - SURFACE DAMAGE CORROSIONSSC - SURFACE SPALLING COATINGIR - INFILTRATION RUNNERMSA - MISC. SURVEY ABANDONEDABBREVIATIONSLEGENDPERMANENT SAN. SEWER EASEMENTTEMPORARY CONSTRUCTION EASEMENTPIPELINE TO BE REHABILITATEDPROP. MANHOLEEXIST. MANHOLEEXIST. SEWER PIPELINECIPPCIPPCIPPMANHOLE TO BE REHABILITATEDPROP. PERMANENT ACCESS EASEMENTPROP. CCTV AND CLEANINGCCTVCCTVCCTVPROP. SEWER PIPELINEMH 010279MH 010276 T5555505500+00 1+00 2+00 3+003+3 7 . 6 4 R/W R/W R/WR/W07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188OVERALL SANITARY SEWER MAPSS-01" = 300'12/8/2020 2:32 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-0.DWG ROCKY RIVER ROADBENT BRANCH DR SWDOVE POINT DR SWAVIAN PLMOONLIGHT TRAIL SWSPEED R A I L C T NC-49 HAWI C K C O M M O N S D R RENFREW DRALIST E R A V E S E RACEWAY DR SW MOTORSPORTS DR SWPEBBLEBROOK CIRSANDY LN SW BRAVERY PL SWVALIA N T A V E S W COUR A G E C T S W TRIU M P H D R S W ROBERTA R D HAMPTON CHASE DR SW STONEFIELD ST SWSEDGEWICK ST SWHOME S T EAD D R WEN D Y L N TRIUMPH DR SWEXIST. 30" SAN.SEWER REALIGNMENTPROP. 48" SAN.SEWEREXIST. 30" SAN. SEWER TOREMAIN IN PLACE (TYP.)EXIST. 84" TUNNEL LINER PLATESWITH 48" DIP CARRIEREXIST. 72" TUNNEL LINER PLATESWITH 48" DIP CARRIERPROP. DIVERSION STRUCTURE#27APROP. 48" SAN.SEWEREXIST. 30" SAN. SEWER TOREMAIN IN PLACE (TYP.)PROP. JACK & BORE AT ROBERTA RDPROP. DIVERSION STRUCTURE #74APROP. DIVERSION STRUCTUREAT WOLF MEADOW #73ABEGIN PHASE 1CONSTRUCTIONEND PHASE 1 & BEGIN PHASE2 CONSTRUCTIONPROP. 36" SAN. SEWERCODDLE CREEK (TYP.)CODDLE CREEK (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONTRIBUTARY CREEK (TYP.)PROPERTY LINE (TYP.)PROPERTY LINE (TYP.)MATCHLINE(SEE THIS SHEET)MATCHLINE(SEE THIS SHEET)MATCHLINE(SEE SHEET SS-1)FEMA FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)FEMA FLOODWAY (TYP.)FEMA FLOODPLAIN (TYP.)LEGENDSSESSETCETCEPEPEEXIST. SEWER EASEMENTPROPOSED TEMPORARY CONSTRUCTION EASEMENTPROPOSED PERMANENT EASEMENTPROPOSED PIPELINETRIBUTARY CREEKPROPERTY LINEEXIST. SEWER PIPELINEPROPOSED ACCESS EASEMENTNO R T H C A R O L I N A RAI L R O A DAT&T EASEMENTROBERTA RD12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC EXIST ROCKY RIVEROUTFALL SSESSE SSESSESSESSESSESSE SSESSESSESSESSESSER/WR/WR/WR/WR/WR/WR/WR/W07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHRHK2018-188OVERALL SANITARY SEWER MAPSS-11" = 300'12/8/2020 2:33 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-1.DWG HAMPTON CHASE DR SWSTONEFIELD ST SWSEDGEWICK ST SWCEDAR SPRINGS DR SWBENTLEY PT SWBENT CREEK DR SWAMARILLO DR SWGLEN HAVEN DR SWC EDA R S P R ING S DR SW CODDLE CR E E K D R S W GRANADA D R S W RANCHWAY D R S WPROP. 36" SAN.SEWEREXIST. 30" SAN. SEWER TOREMAIN IN PLACE (TYP.)PROP. DIVERSIONSTRUCTURE #104END PHASE 2CONSTRUCTIONPRELIMINARY PLANSNOT FOR CONSTRUCTIONFEMA FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)PROPERTY LINE (TYP.)MATCHLINE(SEE SHEET SS-0)DUKE ENERGY12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCLEGENDSSESSETCETCEPEPEEXIST. SEWER EASEMENTPROPOSED TEMPORARY CONSTRUCTION EASEMENTPROPOSED PERMANENT EASEMENTPROPOSED PIPELINETRIBUTARY CREEKPROPERTY LINEEXIST. SEWER PIPELINEPROPOSED ACCESS EASEMENT EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)BD: B-1STA. 2+86.89'OFFSET: -2.34'DEPTH TO REFUSAL : 25 BD: B-2STA. 5+47.10'OFFSET: 14.33'DEPTH TO REFUSAL : 17'EXIST. MANHOLE 081068VENT ELEV.= 546.23VENT ELEV.= 546.43SSESSESSESSESSESSESSESSES S E S S E S S E S S E S S E SSESSESSESSESSESSESSESSESSE5205205255255255255255255305305 3 0 5305305305305305305305305305305305305 3 0530 535535540SSESSESSESSESSESSESSESSES S E S S E S S E S S E S S E SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSESSESSESSESSESSESSESSE5370+001+002+003 + 0 0 4 + 0 0 5 + 0 0 6+007+008+009+0010+0011+0012353607/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188SS-21" = 40'12/8/2020 11:34 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-2.DWG MA T C H L I N E S T A . 1 0 + 0 0 (SE E S H E E T S S - 4 )TEMPORARYCONSTRUCTIONEASEMENT (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)CODDLE CREEK15' TOP OF BANK OFFSET (TYP.)EXIST. 30" SANITARYSEWER TO BE ABANDONEDIN PLACEWETLAND LIMITS (TYP.)± 688 LF EXIST. 30" SANITARYSEWER TO BE REALIGNED (SEESHEET SS-3 FOR PROFILE)EXIST. MANHOLE TO BE ABANDONED INPLACE PER DETAIL 1-EFENCE (TYP.)EXIST. MANHOLETO BE DEMOLISHEDPROPERTY LINE (TYP.)FEMA FLOODWAY (TYP.)PHASE 1: PLAN & PROFILE STATION 0+00 TO 10+00EXIST. 30" SAN. SEWERTO BE REMOVEDEXIST. 30" SAN. SEWERTO BE REMOVEDEXIST. 30" SAN.SEWER TO BEREMOVEDEXIST. 72" RCP SAN.SEWER± 39 LF EXIST. 60" RCP SAN.SEWER TO BE REMOVED &REPLACED WITH 60" FRPMATCH EXIST. ALIGNMENT& INVERTSEXIST. 30" SAN. SEWEREXIST. 54" RCP SAN. SEWERCO D D L E C R E E K CODDLE CREEKREMOVE AND REPLACEEXIST. MH 081067REMOVE AND REPLACEEXIST. MH 013053REMOVE AND REPLACEEXIST. MH 081068EXIST. 30" SANITARY SEWERTO REMAIN IN PLACE (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONEXIST. ABANDONED MHTO BE DEMOLISHEDEXIST. ABANDONED MHTO BE DEMOLISHEDSEE SHEET EC-1 FORWETLAND RESTORATIONSEE SHEET EC-1 FORWETLAND RESTORATIONSEE SHEET EC-1 FORWETLAND RESTORATIONEXIST. 30" SAN. SEWERTO BE REMOVEDEXIST. 30" SAN. SEWERTO BE REMOVEDEND 30" SAN. SEWERREALIGNMENT12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)CODDLE CREEKCREEK BED (TYP.)EXIST. MANHOLE081068EXIST. MANHOLE 013053EXIST. MANHOLE 081067EXIST. 30"SAN. SEWERRECONNECT EXIST. 30" SAN.SEWER OVERFLOW OUTFALLVENT ELEV.= 546.23VENT ELEV.= 546.47EXIST. ABANDONED 30" PVCSAN. SEWER TO BE DEMOLISHEDAND DISPOSED OF OFF SITE07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188SS-31" = 40'12/8/2020 11:36 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-3.DWG EXIST. 30" SAN. SEWER PARALLEL REALIGNMENTPHASE 1: PROFILE - EXIST SAN SEWER REALIGNMENT PRELIMINARY PLANSNOT FOR CONSTRUCTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)STA. 11+23.52STREAM CENTERLINE (TRIBUTARY)CREEK BED = 526.37EXIST. 30" SAN.SEWER (TYP.)BD: B-3STA. 10+65.24'OFFSET: 19.42'DEPTH TO REFUSAL : 9'VENT ELEV.= 546.4260 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMEXIST. 24"HDPE STORMPIPE (APPROX.)BD: B-4STA. 14+36.17'OFFSET: 29.44' DEPTH TO REFUSAL : 19'STREAMBANKRESTORATION(SEE SHEET EC-1)SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESS E SS E SS EWWWWWWW525525525525525525525525525525 525530530530530530530530530530530530530530535535535535535540540540545545545545ROCKY RIVER RD (SR-1139)(60' RIGHT-OF-WAY)R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESS E SS E SS ESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSEP10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021 + 0 0 34507/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188PHASE 1: PLAN & PROFILE STATION 10+00 TO 20+00SS-41" = 40'12/23/2020 10:45 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-4.DWG MATCHLINE STA. 10+00(SEE SHEET SS-2)MATCHLINE STA. 20+00(SEE SHEET SS-5)PERMANENTSANITARY SEWEREASEMENT (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT(TYP.)15' TOP OF BANK OFFSET (TYP.)RIGHT-OF-WAY (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)FEMA FLOODWAY (TYP.)EDGE OF PAVEMENT (TYP.)EXIST. 30" STORMDRAINAGE (TYP.)PROPERTY LINE (TYP.)EXIST. WATER MAIN (TYP.)EXIST. GAS MAIN (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCODDLE CREEKPERMANENT CULVERTCROSSING (SEE SHEET EC-1)ACCESS VIA ROCKY RIVERROAD (SEE SHEET EC-2)EXIST. 24" HDPE STORM PIPEPROPOSED PERMANENTEASEMENT (TYP.)EXIST. 24" HDPE STORM PIPE12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCNCDOT NOTES:1. CONTRACTOR TO CONTACT NCDOT PRIOR TOCONSTRUCTION OF SANITARY SEWER MAIN FROMSTATION 12+00 TO 13+25. IF DIRECTED BY NCDOTDURING CONSTRUCTION, CONTRACTOR MAY BEREQUIRED TO PROVIDE AND IMPLEMENT ACTIVESHORING PLAN. EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)STA. 20+82.18STREAM CENTERLINE (TRIBUTARY)CREEK BED = 524.25EXIST. 30" SAN.SEWER (TYP.)BD: B-6STA. 25+03.94'OFFSET: 27.57'DEPTH TO REFUSAL : 0'VENT ELEV.= 546.04±97 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMBD: B-5STA. 20+07.50'OFFSET: 43.96'DEPTH TO REFUSAL : 25'BD: B-7STA. 29+39.60' OFFSET: 16.79'DEPTH TO REFUSAL : 25'STREAMBANKRESTORATION(SEE SHEET EC-2)SSESSESSESSESSE SSE SSE SSE SSE SSE SSE SS E SS E SSESSESSESSESSESSESSESSESSE525525525525525525525525525525530530530530530530530530530530SSESSESSESSE SSE SSE SSE SSE SSE SSE SS E SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESS E SS E19+0020+0021+00 22+00 23+00 24+ 0 0 25+0026+0027+0028+0029+0030 + 0 0 31 + 0 05 6707/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188PHASE 1: PLAN & PROFILE STATION 20+00 TO 29+50SS-51" = 40'12/23/2020 10:48 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-5.DWG M A T C H L I N E S T A . 2 9 + 5 0 (S E E S H E E T S S - 6 )MATCHLINE STA. 20+00(SEE SHEET SS-4)PERMANENTSANITARY SEWEREASEMENT (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT(TYP.)15' TOP OF BANK OFFSET (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)FEMA FLOODWAY (TYP.)PROPERTY LINE (TYP.)EXIST. FENCE (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCODDLE CREEK 100-YR FLOODPLAIN (TYP.)UNNAMED TRIBUTARYPROP. ACCESSEASEMENT (TYP.)ACCESS VIA ROCKYRIVER ROAD(SEE SHEET EC-2)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)CODDLE CREEKCREEK BED (TYP.)EXIST. 30"SAN. SEWEREXIST. MANHOLE 010203SSESSESSESSESSESSESSESS E SS E SS E SS E525525525 52552552553053053053053 0SSESSESSESSESSESSESSESS E SS E SS E SS ESSESSESSESSESSESSE SSESSESSESSESSE SSE SSE SSE SSE780+001+002+002 + 9 5 . 1 8 SSESSESSESSESSESSESSE SSE SS E SS E SS E SS EWWWWWW 5255255255255255255255 30 530530530530530 530530535535535540540545545545545ROCKY RIVER RD (SR-1139)(60' RIGHT-OF-WAY)R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSE SSE SS E SS E SS E S S ESSESSESSESSESSESSESSESSESSESSESSESSEP540539538537536535534535340+000+85.29 EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)CODDLE CREEKCREEK BED (TYP.)EXIST. 30" SAN. SEWER TOBE DEMOLISHED ANDDISPOSED OF OFF SITE11/19/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188PHASE 1: PLAN & PROFILE EXIST. SAN. SEWER REALIGNMENTSS-5A1" = 40'12/8/2020 11:52 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-5A.DWG PERMANENT SANITARY SEWEREASEMENT (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)15' TOP OF BANK OFFSETEXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)PROPERTY LINE (TYP.)EXIST. FENCE (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCODDL E C R E E K100-YR FLOODPLAIN (TYP.)UNNAMED TRIBUTARYPERMANENT CULVERTCROSSING (SEE SHEET EC-1)PROP. PERMANENTEASEMENT (TYP.)ACCESS VIA ROCKYRIVER ROAD(SEE SHEET EC-2)6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCCODDLE CREEKCODDLE CREEKPROPERTY LINE (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)15' TOP OF BANK OFFSETPERMANENTSANITARY SEWEREASEMENT (TYP.)EXIST. POND (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)PROP. PERMANENTEASEMENT (TYP.)EXIST. MH 010198TO BE DEMOLISHEDNCDOT RIGHT-OF-WAY (TYP.)EDGE-OF-PAVEMENT (TYP.)LANE STRIPING (TYP.)OVERHEAD ELECTRIC (TYP.)EXIST. WATER MAIN (TYP.)EXIST. GAS MAIN (TYP.)EXIST. 30" SAN. SEWERTO BE REMOVEDEXIST. 30" SAN. SEWERTO BE REMOVEDBEGIN EXIST. SAN.SEWER REALIGNMENTEND EXIST. SAN.SEWER REALIGNMENTBEGIN EXIST. SAN.SEWER REALIGNMENTEND EXIST. SAN.SEWER REALIGNMENT±20 LF OF EXIST. 30" SAN. SEWER TO BEREMOVED, REMAINING EXIST. SAN. SEWERFROM STATION 0+00 TO 2+85 TO BEABANDONED IN PLACEPLUG EACH END OF PIPE TO BE ABANDONEDPER DETAIL 2-F (±0.5 CY CONCRETE)ABANDON EXIST. 30" SAN. SEWER IN PLACE ANDPLUG PIPE PER DETAIL 2-F (±0.25 CY CONCRETE)ABANDON EXIST. 30" SAN. SEWERIN PLACE AND PLUG PIPE PERDETAIL 2-F (±0.25 CY CONCRETE) EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)STA. 30+33.76STREAM CENTERLINE (CODDLE CREEK)CREEK BED = 522.57CROSS UNDER EXIST.30" SAN. SEWER PERDETAIL 2-BBD: B-8STA. 31+21.56'OFFSET: 71.23'DEPTH TO REFUSAL : 27.5'BD: B-8.1 STA. 36+75.20'OFFSET: 66.43'DEPTH TO REFUSAL : 30' BD: B-9 STA. 37+83.57'OFFSET: 149.01'DEPTH TO REFUSAL : 27' BD: B-10STA. 39+96.39' OFFSET: 28.98'DEPTH TO REFUSAL : 11'VENT ELEV.= 546.42STREAMBANKRESTORATION(SEE SHEETEC-3)±110 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSSESSESSESSESSESSESSESSESSESSESSE525525525525525525525525530530530530530530530530535535535535535535535535535535535535535535SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSESSESSESSESSE SSESSESSESSESSESSESSES S E S S E S S E SSESSESSE29+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+00107898.107/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188PHASE 1: PLAN & PROFILE STATION 29+50 TO 40+00SS-61" = 40'12/8/2020 11:53 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-6.DWGMATCHLINE STA. 29+50(SEE SHEET SS-5)MATCHLINE STA. 40+00(SEE SHEET SS-7)PERMANENT SANITARY SEWEREASEMENT (TYP.)15' STREAM BUFFER (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)FEMA FLOODWAY (TYP.)PROPERTY LINE (TYP)PROP. PERMANENT EASEMENT(TYP.)EXIST. GRAVEL ROAD (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCODDLE CREEKEXIST. FENCE (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC12/04/20 EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)STA. 40+91.28STREAM CENTERLINE (TRIBUTARY)CREEK BED = 529.43 UNDERGROUNDFIBER OPTIC(APPROX.)BD: B-11STA. 45+18.88'OFFSET: 18.12'DEPTH TO REFUSAL : 15'VENT ELEV.= 546.42STREAMBANKRESTORATION(SEE SHEET EC-4)100' AT&T R/WSTREAMBANKRESTORATION(SEE SHEET EC-1)SSESSEOEOEOEOEOEOEFOFOFOFOFOFOFOFOFO525525525525530530530530535535535525525530530530530530530530530535535535535535535535535535535535535535535535535535535540SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEP40+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+0010111207/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188PHASE1: PLAN & PROFILE STATION 40+00 TO 50+00SS-71" = 40'12/23/2020 10:49 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-7.DWG MATCHLINE STA. 40+00(SEE SHEET SS-6) MATCHLINE STA. 50+00 (SEE SHEET SS-8)PERMANENTSANITARY SEWEREASEMENT (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT(TYP.)FEMA FLOODWAY (TYP.)EXIST. FIBER OPTIC (TYP.)EXIST. STORM DRAINAGE (TYP.)EXIST. OVERHEADELECTRICAL (TYP.)15' TOP OF BANK OFFSET (TYP.)PROPERTY LINE (TYP.)UNPAVED PATH (TYP.)EXIST. GUY WIRE (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCODDLE CREEK EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)PERMANENT CULVERTCROSSING (SEE SHEET EC-4)UNNAMED TRIBUTARY12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCSEE SHEET EC-4 FORWETLAND RESTORATIONSEE SHEET EC-4 FORWETLAND RESTORATIONWETLAND LIMITS (TYP.)AT&T EASEMENT (TYP.) EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)STA. 59+38.91 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 525.90 BD: B-12STA. 50+31.29'OFFSET: 14.79'DEPTH TO REFUSAL : 12' BD: B-13STA. 54+52.17'OFFSET: 7.38'DEPTH TO REFUSAL : 15' BD: B-14STA. 57+78.06'OFFSET: 8.16'DEPTH TO REFUSAL : 30'VENT ELEV.= 546.42STREAMBANKRESTORATION(SEE SHEET EC-5)±120 LF BURIED STREAMCROSSING PER DETAIL 2-C525525525525530530530530530530530530530530530530530530530530535535535535535535535535535535535535535535535535535535535540540SSE SSE SSE SSE SSE SSE SSE SSESSE SSE SSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES S E S S E S S E S S E S S E S S E SSESSESSE50+0051+0052+0053+0054+005 5 + 0 0 5 6 + 0 0 5 7 + 0 0 5 8 + 0 0 59+0060+0 0 61+0 0121314 1507/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188PHASE 1: PLAN & PROFILE STATION 50+00 TO 60+00SS-81" = 40'12/8/2020 12:02 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-8.DWG MATCHLINE STA. 50+00(SEE SHEET SS-7)MATCHLINE STA. 60+00(SEE SHEET SS-9)PERMANENT SANITARYSEWER EASEMENT (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT(TYP.)15' TOP OF BANK OFFSET (TYP.)PROPERTY LINE (TYP.)FEMA FLOODWAY (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCO D D L E C R E E K EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)CODDLE CREEKUNPAVED PATH (TYP.)PROPOSED ACCESSEASEMENT (TYP.)07/13/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCSEE SHEET EC-4 FORWETLAND RESTORATIONSEE SHEET EC-4 FORWETLAND RESTORATIONWETLAND LIMITS (TYP.) EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)BD: B-15STA. 60+19.01'OFFSET: 211.72'DEPTH TO REFUSAL : 17.5' BD: B-16 STA. 64+27.16'OFFSET: 60.82'DEPTH TO REFUSAL : 25' BD: B-17STA. 67+86.74'OFFSET: 53.19'DEPTH TO REFUSAL : 5'VENT ELEV.= 546.42530530530530530530530530530530530530535535535535535535535535535535540540545SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE58+0059+0060+0061+0062+0063+0064+0065+0066+0067+0068+0069+0070+0015161707/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188PHASE 1: PLAN & PROFILE STATION 60+00 TO 70+00SS-91" = 40'12/8/2020 12:03 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-9.DWGMATCHLINE STA. 60+00(SEE SHEET SS-8) MATCHL I N E S T A . 7 0 + 0 0 (SEE SHE E T S S - 1 0 )PERMANENTSANITARY SEWEREASEMENT (TYP.)PROPERTY LINE (TYP.)15' TOP OF BANK OFFSET (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100 YR. FLOOPLAIN (TYP.)FEMA FLOODWAY(TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCODDLE CREEKCODDLE CREEK EXIST. 8" SAN. SEWEREXIST. 6" SAN. SEWERPROP. PERMANENTEASEMENT (TYP.)SEE SHEET EC-5 FORWETLAND RESTORATIONWETLAND LIMITS (TYP.)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)STA. 77+25.96 STREAM CENTERLINE (TRIBUTARY) CREEK BED = 539.29CROSS UNDER EXIST.30" SAN. SEWER PERDETAIL 2-BBD: B-18STA. 73+01.84'OFFSET: 18.50'DEPTH TO REFUSAL : 25'BD: B-19STA. 75+68.20'OFFSET: 14.33'DEPTH TO REFUSAL : 24.5'BD: B-20STA. 77+93.27'OFFSET: 4.73'DEPTH TO REFUSAL : 25'SEE DETAIL 1-M FOR FLOWLINEINVERT ELEVATIONS FORDIVERSION STRUCTURE #27ASTREAMBANKRESTORATION(SEE SHEET EC-5)MOONLIGHT TRAIL(50' PUBLIC RIGHT-OF-WAY)MOONLIGHT TRAIL(50' PUBLIC RIGHT-OF-WAY)530530530530530530535535535535535535540540540540540540540540545545545545545545545550550550550540545R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES S E S S E S S E S S E S S E S S ESSESSE SSESSESSESSESSESSESSESSESSESSESSESSESSES S E S S E S S E S S E S S E S S ESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE69+0070+0071+0072+0073+0074+0075+0076+0077+007 8 + 0 0 7 9 + 0 0 8 0 + 0 0 8 1 + 0 0 181920T07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188PHASE 1: PLAN & PROFILE 70+00 TO 80+00SS-101" = 40'12/23/2020 10:50 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-10.DWG MATCHLINE STA. 70+00(SEE SHEET SS-9)MATCHLINE STA. 80+00(SEE SHEET SS-11)PROPERTY LINE(TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)15' TOP OF BANK OFFSET (TYP.)RIGHT-OF-WAY (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100 - YR. FLOOD PLAIN (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. POOLS (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKEXIST. 15" RCP STORM PIPEEXIST. 36" RCP STORM PIPEWITH FLARED END SECTION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCEXIST. FENCE (TYP.)EXIST. SHEDEXIST. SHED EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)200 LF OF EXIST. 84"STEEL TUNNEL LINERPLATES (APPROX.)NORTH CAROLINA RAILROAD COMPANY R/W BD: B-21STA: 81+39.04'OFFSET: 33.14'DEPTH TO REFUSAL : 21' BD: B-22STA. 85+36.79' OFFSET: 18.42'DEPTH TO REFUSAL : 19'VENT ELEV.= 547.90OEOEOEOEOEOEOENORTH CAROLINA RAILROAD COMPANY(CORRIDOR WIDTH VARIES)530530530530530535535535535535535535540540540540540540540540540540540540540540545545545545545545550550550550550550555555555555555560560560560565565565565565565565565R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE80+0081+0082+0083+0084+0085+0086+0087+0088+0089+00 90+00 21222407/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188PHASE 1: PLAN & PROFILE STATION 80+00 TO 90+00SS-111" = 40'12/8/2020 12:09 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-11.DWGMATCHLINE STA. 80+00(SEE SHEET SS-10)MATCHLINE STA. 90+00(SEE SHEET SS-12)15' TOP OF BANK OFFSET (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)NORTH CAROLINA RAILROADCOMPANY RIGHT-OF-WAY (TYP.)FEMA FLOODWAY (TYP.)PROPERTY LINE (TYP.)100 - YR. FLOODPLAIN (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCODDLE CREEKCODDLE CREEKEXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)EXIST. 8" SAN. SEWEREXIST. 84" STEEL TUNNEL LINERWITH 48" DIP TO REMAINCONTRACTOR TO PUMP ALL WATERFROM PIPE AND CCTV EXIST. PIPEPRIOR TO CONNECTINGREMOVE EXIST. KNOCKOUT WALL, INSTALLPIPE, INSTALL CONC. COLLAR PER DETAIL1-G, RAISE MH RIM TO ELEV. = 545.81, &REBUILD INVERT12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)STA. 96+13.79 STREAM CENTERLINE (TRIBUTARY) CREEK BED = 535.85EXIST. 30" SAN.SEWER (TYP.)BD: B-24STA. 90+29.13'OFFSET: 9.03'DEPTH TO REFUSAL : 0'BD: B-25STA. 95+81.99'OFFSET: 17.08'DEPTH TO REFUSAL : 25'EXIST. 84" STEELTUNNEL LINERPLATES (APPROX.)CROSS UNDER EXIST.6" SAN. SEWER PERDETAIL 2-BVENT ELEV.= 549.7560 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMNORTH CAROLINARAILROAD COMPANY R/W STREAMBANKRESTORATION(SEE SHEET EC-7)OEOEOEOEOE530530530530530535535535535535540540540540540540540540540540540540540545545550550555555560560565565565565R/W R/W R/W R/W R/W R/W R/W R/W R/W R/WSSESSESSESSESSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE90+0091+0092+0093+0094+0095+0096+0097+0098+0099+00100+0024252607/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORSMMMLH2018-188 PHASE 1: PLAN & PROFILE STATION 90+00 TO 99+50SS-121" = 40'12/23/2020 10:52 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-12.DWG MATCHLINE STA. 90+00(SEE SHEET SS-11) MATCHLINE STA. 99+50 (SEE SHEET SS-13)NORTH CAROLINA RAILROADCOMPANY RIGHT-OF-WAY (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)FEMA FLOODWAY (TYP.)PROPERTY LINE (TYP.)100 - YR. FLOODPLAIN(TYP.)15' TOP OF BANK OFFSET (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCROSS UNDER EXIST.6" SAN. SEWERGRAVEL DRIVEWAY (TYP.)PROP. TEMPORARYCONSTRUCTIONEASEMENT (TYP.)EXIST. SANITARYSEWER TO REMAININ PLACE (TYP.)UNNAMED TRIBUTARYWETLAND LIMITS (TYP.)REMOVE EXIST. KNOCKOUT WALL, INSTALLPIPE, INSTALL CONC. COLLAR PER DETAIL 1-G, &REBUILD INVERTPROPOSED ACCESSEASEMENT (TYP.)PROP. WETLAND ANTI SEEPCOLLAR PER DETAIL 2-E12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCSEE SHEET EC-6 FORWETLAND RESTORATION EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)EXIST. 48" SAN.SEWER (TYP.)120 LF OF EXIST. 72"STEEL TUNNEL LINERPLATES (APPROX.)112 LF OF EXIST. 72"STEEL TUNNEL LINERPLATES (APPROX.)NCDOT R/WNCDOT R/W NC-49BD: B-26STA. 99+99.28'OFFSET: 4.19'DEPTH TO REFUSAL : 25'EXIST. 24" RCP STORM PIPEEXIST. GAS MAIN (APPROX.)EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)STA. 108+00.37 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 531.08 BD: B-27STA. 103+00.90'OFFSET: 15.72'DEPTH TO REFUSAL : 19' BD: B-28STA. 106+61.29'OFFSET:29.76'DEPTH TO REFUSAL : 6' BD: B-28.1STA. 108+97.41'OFFSET: 136.31'DEPTH TO REFUSAL : 14.9'STREAMBANKRESTORATION (SEESHEET EC-8)±129 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMVENT ELEV.= 551.59BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEM530535540R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSE99+00100+00101+00102+00102+38.4826DIMITRI KARAMPOURNIOTISP.I.N. 5518-93-0799DB. 705, PG. 272530530535535535535535535540540540540540540540545545545545550550550550530530530535535535535535535540540540540540540540540540545545545545545545545550550550550550550550555555555555555HIGHWAY-49(SOUTH BOUND)HIGHWAY-49(NORTH BOUND)RDR REAL ESTATEP.I.N. 5518-83-3735DB. 12323, PG. 27R/W R/W R/W R/W R/W R/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE102+38.48103+00104+00105+00106+001 0 7 + 0 0 108+00109+00110+0026272828.107/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188PHASE 1: PLAN & PROFILE STATION 99+50 TO 110+00SS-131" = 40'12/8/2020 12:14 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-13.DWGMATCHLINE STA. 99+50(SEE SHEET SS-12)PERMANENT SANITARYSEWER EASEMENT (TYP.)FEMA FLOODWAY (TYP.)PROP. TEMPORARYCONSTRUCTIONEASEMENT (TYP.)PROPERTY LINE (TYP.)MATCHLINE STA. 110+00(SEE SHEET SS-14)15' TOP OF BANK OFFSET (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)CODDL E CR E EKCODDLE CREEKPROP. PERMANENTEASEMENT (TYP.)CONTRACTOR TO COORDINATERELOCATION OF EXIST. STRUCTUREWITH PROPERTY OWNEREXIST. FENCE (TYP.)EXIST. GRAVELDRIVEWAY (TYP.)NCDOT RIGHT-OF-WAY (TYP.)OVERHEAD ELECTRICAL (TYP.)EXIST. 72" STEEL TUNNEL LINERWITH 48" DIP TO REMAIN,CONTRACTOR TO PUMP ALLWATER FROM PIPE AND CCTVEXIST. PIPE PRIOR TO CONNECTINGPRELIMINARY PLANSNOT FOR CONSTRUCTIONREMOVE EXIST. KNOCKOUT WALL, INSTALLPIPE, INSTALL CONC. COLLAR PER DETAIL1-G, & REBUILD INVERTREMOVE EXIST. KNOCKOUT WALL, INSTALL PIPE, INSTALLCONC. COLLAR PER DETAIL 1-G, & REBUILD CULVERTPROP. ACCESSEASEMENT (TYP.)ACCESS VIA LIPPARD LANE(SEE SHEET EC-8)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)STA. 110+21.46STREAM CENTERLINE (CODDLE CREEK)CREEK BED = 529.58 VENT ELEV.= 553.04STREAMBANKRESTORATIONSEE SHEET EC-8100 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMEXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)STA. 110+21.46STREAM CENTERLINE (CODDLE CREEK)CREEK BED = 529.58 VENT ELEV.= 553.04STREAMBANKRESTORATIONSEE SHEET EC-8100 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEM110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+0028.1545545550550530530535535535535535535535535540540540540540540540540540545545545545545545550550550H H MORRISON INVSTMS LLC/ET ALP.I.N. 5518-74-9619DB. 9823, PG. 330EMJA PROPERTIES LLCP.I.N. 5518-83-0527DB. 9990, PG. 98P.I.N. 5518-83-4682DB. 11711, PG. 58SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE110+00111+00112+00113+00114+00115+00116+00117+00118+00119+00120+0028.107/13/20MLHRHK2018-188SS-141" = 40'12/8/2020 12:19 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-14.DWG MATCHLINE STA. 120+00(SEE SHEET SS-15)WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 1: PLAN & PROFILE - STA 110+00 TO 120+00PROPERTY LINE (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)15' TOP OF BANK OFFSET (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)MATCHLINE STA. 110+00 (SEE SHEET SS-13)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONEXIST. FENCE (TYP.)CODDLE CREEKCODDLE CREEKCODDLE CREEK PROP. ACCESS EASEMENT (TYP.)ACCESS VIA STOUGH ROAD(SEE SHEET EC-9)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)VENT ELEV.= 553.80EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)VENT ELEV.= 553.80120+00121+00122+00123+00124+00125+00126+00127+00128+00129+00130+00 131+00 MORRISON BROTHERS PROPERTIES, INC.P.I.N. 5518-74-9619DB. 9823, PG. 330535540545545545545545 545545550550555555535540545545535535540540545545545550CHARLES MICHAEL & PATRICIA P. (WF) SMITHP.I.N. 5518-73-0443DB. 7567, PG. 103SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE120+00121+00122+00123+00124+00125+00126+00127+00128+00129+00130+00 131+00 SS-1512/23/2020 10:53 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-15.DWG MATCHLINE STA. 120+00(SEE SHEET SS-14)MATCHLINE STA. 130+00(SEE SHEET SS-16)07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 1: PLAN & PROFILE - STA 120+00 TO 130+00PROPERTY LINE (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)WETLAND LIMITS (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCODDLE CREEKCODDLE CREEKSEE SHEET EC-9 FORWETLAND RESTORATION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC KENNETH LEON STOUGH & PATTI JEAN S CORZINEP.I.N. 5518-75-5722DB. 13651, PG. 196MORRISON BROTHERS PROPERTIES, INC.P.I.N. 5518-74-9619DB. 9823, PG. 330535535540540540540540540540540545545545545545545545545545545545545545550550555560545JOYCE BLACKWELDER HARDISTERP.I.N. 5518-43-5849DB. -, PG. -JENOAL G. BLACKWELDERP.I.N. 5518-44-8790DB. 8890, PG. 159SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEP130+00131+00132+00133+00134+00135+00136+00137+00138+00139+00140+00EXIST. GRADE (TYP.)CODDLE CREEKCREEK BED (TYP.)100-YR FLOODPLAIN (TYP.)STA. 136+60.15 STREAM CENTERLINE (TRIBUTARY) CREEK BED = 540.00PROP. GRADE (SEESHEETS EC-9 &ECC-10)VENT ELEV.= 554.56PERMANENT AT-GRADE STREAMCROSSING PER DETAIL 3-DMAX. APPROACH SLOPE = 20%±86 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSS-1612/23/2020 10:54 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-16.DWG MATCHLINE STA. 130+00(SEE SHEET SS-15)MATCHLINE STA. 140+00(SEE SHEET SS-17)07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 1: PLAN & PROFILE - STA 130+00 TO 140+00PROPERTY LINE (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCODDLE CREEKCODDLE CREEKUNNAMED TRIBUTARYPERMANENT AT GRADECROSSING (SEE SHEETEC-10)GRADE AREA ASSHOWN ON SHEETSEC-9 & EC-10GRADE AREA ASSHOWN ON SHEETSEC-9 & EC-1012/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCFLOODPLAIN DEVELOPMENT NOTES:1. ALL EXCESS MATERIALS RESULTING FROM GRADING(DIRT, ROCK ETC.) WITHIN THE EASEMENT SHALL BEHAULED OFF-SITE AND DISPOSED OF IN AN APPROVEDMANNER. THERE SHALL BE NO EXCESS MATERIALSTORED, SPREAD, OR LEFT WITHIN THE 100-YEARFLOODPLAIN DURING CONSTRUCTION. 139+00 140+00 141+00 142+00 143+00144+00145+00146+00147+00148+00149+00150+00151+003637LOT #65JOHN A. PIELACKMARY JEAN PIELACKP.I.N. 5518-55-8650DB. 5642, PG. 323MB. 32, PG. 82LOT #63DEBORAH A. SUPEP.I.N. 5518-55-9665DB. 12445, PG. 114MB. 32, PG. 82LOT #62YOLANDA SANDERSP. I .N . 5518-65-0740DB. 5829 , PG . 128MB. 33 , PG . 17LOT #61BARBARA M . BELLELIJAH BELLP. I .N . 5518-65-0738DB. 2525 , PG . 178MB. 33 , PG . 17HAWICK COMMONS DRIVE(40' PUBLIC RIGHT-OF-WAY)555540545550555560540540540540540545545545545545545545550550550550550555555555555LOT #64KELLY R. LITTLERHONDA R. LITTLEP.I.N. 5518-55-9603DB. 2761, PG. 132MB. 32, PG. 82JENOAL G. BLACKWELDERP.I.N. 5518-44-8790DB. 8890, PG. 159KENNETH LEON STOUGH & PATTI JEAN S CORZINEP.I.N. 5518-75-5722DB. 13651, PG. 196R/WR/WR/WR/WR/W R/W R/W R/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE139+00 140+00 141+00 142+00 143+00144+00145+00146+00147+00148+00149+00150+00151+003637EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)CROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BCROSS UNDER EXIST.30" SAN. SEWER PERDETAIL 2-BSTA. 146+16.68 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 536.55CODDLE CREEKCREEK BED (TYP.)BD: B-36STA. 147+37.04'OFFSET: 23.80'DEPTH TO REFUSAL : 20'VENT ELEV.= 555.64STREAMBANKRESTORATION(SEE SHEET EC-11)115 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMEXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)CROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BCROSS UNDER EXIST.30" SAN. SEWER PERDETAIL 2-BSTA. 146+16.68 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 536.55CODDLE CREEKCREEK BED (TYP.)BD: B-36STA. 147+37.04'OFFSET: 23.80'DEPTH TO REFUSAL : 20'VENT ELEV.= 555.64STREAMBANKRESTORATION(SEE SHEET EC-11)115 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSS-1712/8/2020 12:27 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-17.DWGMATCHLINE STA. 140+00(SEE SHEET SS-16)MATCH L IN E S TA . 1 5 0 + 0 0 ( S E E SH E E T S S - 1 8 )07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 1: PLAN & PROFILE - STA 140+00 TO 150+00PROP. TEMPORARY CONSTRUCTIONEASEMENT (TYP.)EXIST SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)PROPERTY LINE (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONEXIST. 8" SAN. SEWERCODDLE CREEKCODDLE CREEKCODDLE CREEK WETLAND LIMITS (TYP.)SEE SHEET EC-11 FOR WETLANDRESTORATION6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC12/04/20 149+00150+00151+00152+00153+00154+00 155 + 0 0 156+00157+00158+00159+001 6 0 + 0 0 1 6 1 + 0 03738394039.1LOT #55ADALINDA RIVAS DIAZP.I.N. 5518-66-1241DB. 13275, PG. 160MB. 34, PG. 32LOT #54PHILLIP R. LAPISHP.I.N. 5518-66-0421DB. 3390, PG. 201MB. 34, PG. 32LOT #63DEBORAH A. SUPEP.I.N. 5518-55-9665DB. 12445, PG. 114MB. 32, PG. 82LOT #62YOLANDA SANDERSP.I.N. 5518-65-0740DB. 5829, PG. 128MB. 33, PG. 17LOT #61BARBARA M. BELLELIJAH BELLP.I.N. 5518-65-0738DB. 2525, PG. 178MB. 33, PG. 17HAWICK COMMONS DRIVE(40' PUBLIC RIGHT-OF-WAY)LOT #55ADALINDA RIVAS DIAZP.I.N. 5518-66-1241DB. 13275, PG. 160MB. 34, PG. 32540540540545545545545550550550550550550550550555555555560560555560565540545550550540545555560MB. 32, PG. 82R/WR/WR/W SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSESSESSESSESSE SSESSESSESSESSESSESSESSESSESSE SSE SSE SSE SSESSESSESSESSE149+00150+00151+00152+00153+00154+00 155 + 0 0 156+00157+00158+00159+001 6 0 + 0 0 1 6 1 + 0 03738394039.1EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)STA. 156+46.38 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 538.68CODDLE CREEKCREEK BED (TYP.)BD: B-37STA. 150+23.88'OFFSET: 2.69'DEPTH TO REFUSAL : 15.5'BD: B-38STA. 152+83.03'OFFSET: 9.11'DEPTH TO REFUSAL : 10'BD: B-39STA. 155+78.26'OFFSET: 16.51' DEPTH TO REFUSAL : 11' BD: B-39.1STA. 157+23.30'OFFSET: 11.31'DEPTH TO REFUSAL : 21.5'VENT ELEV.= 557.34STREAMBANKRESTORATION(SEE SHEET EC-11)±112 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMEXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)STA. 156+46.38 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 538.68CODDLE CREEKCREEK BED (TYP.)BD: B-37STA. 150+23.88'OFFSET: 2.69'DEPTH TO REFUSAL : 15.5'BD: B-38STA. 152+83.03'OFFSET: 9.11'DEPTH TO REFUSAL : 10'BD: B-39STA. 155+78.26'OFFSET: 16.51' DEPTH TO REFUSAL : 11' BD: B-39.1STA. 157+23.30'OFFSET: 11.31'DEPTH TO REFUSAL : 21.5'VENT ELEV.= 557.34STREAMBANKRESTORATION(SEE SHEET EC-11)±112 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSS-1812/8/2020 12:28 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-18.DWG MATCHLINE STA. 150+00(SEE SHEET SS-17)MATCHLINE STA. 160+00(SEE SHEET SS-19)07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 1: PLAN & PROFILE - STA 150+00 TO 160+00PROPERTY LINE (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)100-YR FLOODPLAIN (TYP)PERMANENT SANITARYSEWER EASEMENT (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONPROP. ACCESSEASEMENT (TYP.)CO D D L E C R E E KCODDLE CREEKUNPAVED PATH (TYP.)ACCESS VIARACEWAY DR SW(SEE SHEET EC-11)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 159+00160+00161+00162+00163+00164+00165+00166+00167+00168+00169+00170+004041424340.1OPEN SPACEGLENGROVE HOMEOWNERS ASSOCIATION, INC.P.I.N. 5518-56-7757DB. 11531, PG. 204MB. 60, PG. 92MB. 63, PG. 44OPEN SPACEGLENGROVE HOMEOWNERS ASSOCIATION, INC.P.I.N. 5518-56-0455DB. 11531, PG. 204MB. 60, PG. 92MB. 63, PG. 44LOT #15BERNICE JEAN PAGEP.I.N. 5518-56-1973DB. 558, PG. 399MB. 17, PG 30540545545545545545545545545550550550550550550550550555555555555555555555555555555555SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSESSESSESSESSESSESSESSESSE SSE SSESSE159+00160+00161+00162+00163+00164+00165+00166+00167+00168+00169+00170+004041424340.1EXIST. 30" SAN.SEWER (TYP.)STA. 160+68.01STREAM CENTERLINE (CODDLE CREEK)CREEK BED = 540.17 STA. 165+96.28 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 541.16 EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)CROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BCROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BCODDLE CREEKCREEK BED (TYP.)BD: B-40STA. 160+11.10'OFFSET: 1'DEPTH TO REFUSAL : 13.5'BD: B-40.1STA. 161+67.29'OFFSET: 68.54'DEPTH TO REFUSAL : 15.33'BD: B-41STA. 163+29.06'OFFSET: 101.64'DEPTH TO REFUSAL : 25' BD: B-42STA. 166+78.35' OFFSET: 14.52'DEPTH TO REFUSAL : 14' BD: B-43STA. 168+46.34' OFFSET: 30.92'DEPTH TO REFUSAL : 21'VENT ELEV.= 559.77STREAMBANKRESTORATION(SEE SHEET EC-12)STREAMBANKRESTORATION(SEE SHEET EC-12)100 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEM±115 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMEXIST. 30" SAN.SEWER (TYP.)STA. 160+68.01STREAM CENTERLINE (CODDLE CREEK)CREEK BED = 540.17 STA. 165+96.28 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 541.16 EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)CROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BCROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BCODDLE CREEKCREEK BED (TYP.)BD: B-40STA. 160+11.10'OFFSET: 1'DEPTH TO REFUSAL : 13.5'BD: B-40.1STA. 161+67.29'OFFSET: 68.54'DEPTH TO REFUSAL : 15.33'BD: B-41STA. 163+29.06'OFFSET: 101.64'DEPTH TO REFUSAL : 25' BD: B-42STA. 166+78.35' OFFSET: 14.52'DEPTH TO REFUSAL : 14' BD: B-43STA. 168+46.34' OFFSET: 30.92'DEPTH TO REFUSAL : 21'VENT ELEV.= 559.77STREAMBANKRESTORATION(SEE SHEET EC-12)STREAMBANKRESTORATION(SEE SHEET EC-12)100 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEM±115 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSS-1912/8/2020 12:29 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-19.DWGMATCHLINE STA. 160+00(SEE SHEET SS-18) MATC H L I N E S T A . 1 7 0 + 0 0 (SEE S H E E T S S - 2 0 )07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 1: PLAN & PROFILE - STA 160+00 TO 170+00PROPERTY LINE (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEK UNPAVED ROAD (TYP.)CODDLE CREEK EXIST. 8" SAN. SEWEREXIST. 8" SAN. SEWEREXIST. 8" SAN. SEWERPROP. ACCESSEASEMENT (TYP.)ACCESS VIA PEBBLEBROOK CIR SW(SEE SHEET EC-12)ACCESS VIA ALISTER AVE SW(SEE SHEET EC-12)6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC12/04/20 169+00170+00171+00172+00173+00174+00175+00176+00177+00178+00179+00180+004445LOT #16DEBORAH STAPLES BRADLEYP.I.N. 5518-46-8879DB. 4952, PG. 283MB. 17, PG 30LOT #62ROBERT E. GEE, JR.P.I.N. 5518-47-6126DB. 576, PG. 709MB. 17, PG 30LOT #63BREEZE BRENDA BEATRICE FURRP.I.N. 5518-47-4296DB. 5770, PG. 217MB. 17, PG 30LOT #64PAUL DOUGLAS MEYER &wife, LINDA G. MEYERP.I.N. 5518-47-3446DB. 7098, PG. 335MB. 17, PG 30LOT #65PAUL DOUGLAS MEYER &wife, LINDA G. MEYERP.I.N. 5518-47-2617DB. 1332, PG. 179MB. 17, PG 30545545545545545545545545550550550550550550550550555555555555555555555555555555555560560560555555555SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE169+00170+00171+00172+00173+00174+00175+00176+00177+00178+00179+00180+004445EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)CODDLE CREEKCREEK BED (TYP.)BD: B-44STA. 171+57.51'OFFSET: 19.96'DEPTH TO REFUSAL : 14' BD: B-45STA. 177+62.23'OFFSET: 1' DEPTH TO REFUSAL : 14'VENT ELEV.= 561.28EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)CODDLE CREEKCREEK BED (TYP.)BD: B-44STA. 171+57.51'OFFSET: 19.96'DEPTH TO REFUSAL : 14' BD: B-45STA. 177+62.23'OFFSET: 1' DEPTH TO REFUSAL : 14'VENT ELEV.= 561.28SS-2012/8/2020 12:30 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-20.DWG MATCHLINE STA. 170+00(SEE SHEET SS-19) MATCHLINE STA. 180+00 (SEE SHEET SS-21)07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 1: PLAN & PROFILE - STA 170+00 TO 180+00PROPERTY LINE (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)PROP. ACCESSEASEMENT (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCODDLE CREEKACCESS VIA PEBBLEBROOK CIRCLE SW(SEE SHEET EC-12)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 179+00 180+00 181+00 182+00183+00184+00185+00186+00187+00188+00189+00190+004647487574767778DELORIS B. AUSTIN andKENNETH R. AUSTINP.I.N. 5518-36-4862DB. 7163, PG. 155[PARCEL ONE]LOT #65PAUL DOUGLAS MEYER &wife, LINDA G. MEYERP.I.N. 5518-47-2617DB. 1332, PG. 179MB. 17, PG 30LOT #66DENNIS A RIECK &wife, KAREN RIECKP.I.N. 5518-47-1882DB. 6215, PG. 31MB. 17, PG 30LOT #67GARY WAYNE WINSLOWP.I.N. 5518-48-1002DB. 779, PG. 329MB. 17, PG 30LOT #68HILDA GARIBO CUEVASP.I.N. 5518-48-0289DB. 11630, PG. 263MB. 17, PG 30DELORIS B. AUSTIN andKENNETH R. AUSTINP.I.N. 5518-36-4862DB. 7163, PG. 155[PARCEL ONE]OPEN SPACEGLENGROVE HOMEOWNERSASSOCIAT ION , INC .P. I .N . 5518 -38 -7565DB. 8495 , PG . 268545545545545545545545545545545550550550550550550550550550550555555555555555555555555555555555555555555555555560560565565570570575575OEOEOEOEOEOE545550555R/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEP179+00 180+00 181+00 182+00183+00184+00185+00186+00187+00188+00189+00190+004647487574767778EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)CROSS UNDEREXIST. 30" SAN.SEWER PERDETAIL 2-BSTA. 185+22.04 STREAM CENTERLINE (TRIBUTARY) CREEK BED = 551.21CODDLE CREEKCREEK BED (TYP.)BD: B-46STA. 181+11.50'OFFSET:7.65'DEPTH TO REFUSAL : 13'BD: B-47STA. 186+71.72'OFFSET: 37.73'DEPTH TO REFUSAL : 12.5'BD: B-48STA. 186+87.62'OFFSET: 121.28'DEPTH TO REFUSAL : 4'VENT ELEV.= 563.14BD: AP-74STA. 186+54.42' (APPROX.)OFFSET: 11.46'DEPTH TO REFUSAL : 9'BD: B-75STA. 186+94.02' (APPROX.)OFFSET: 1.0'DEPTH TO REFUSAL : 9'BD: B-76 STA. 189+21.98' (APPROX.)OFFSET: 5.72'DEPTH TO REFUSAL : 13' BD: AP-77 STA. 189+52.13' (APPROX.)OFFSET: 5.18' DEPTH TO REFUSAL : 4' BD: B-78 STA. 189+96.61' (APPROX.)OFFSET: 9.74' DEPTH TO REFUSAL : 9'STREAMBANKRESTORATION(SEE SHEET EC-13)EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)CROSS UNDEREXIST. 30" SAN.SEWER PERDETAIL 2-BSTA. 185+22.04 STREAM CENTERLINE (TRIBUTARY) CREEK BED = 551.21CODDLE CREEKCREEK BED (TYP.)BD: B-46STA. 181+11.50'OFFSET:7.65'DEPTH TO REFUSAL : 13'BD: B-47STA. 186+71.72'OFFSET: 37.73'DEPTH TO REFUSAL : 12.5'BD: B-48STA. 186+87.62'OFFSET: 121.28'DEPTH TO REFUSAL : 4'VENT ELEV.= 563.14BD: AP-74STA. 186+54.42' (APPROX.)OFFSET: 11.46'DEPTH TO REFUSAL : 9'BD: B-75STA. 186+94.02' (APPROX.)OFFSET: 1.0'DEPTH TO REFUSAL : 9'BD: B-76 STA. 189+21.98' (APPROX.)OFFSET: 5.72'DEPTH TO REFUSAL : 13' BD: AP-77 STA. 189+52.13' (APPROX.)OFFSET: 5.18' DEPTH TO REFUSAL : 4' BD: B-78 STA. 189+96.61' (APPROX.)OFFSET: 9.74' DEPTH TO REFUSAL : 9'STREAMBANKRESTORATION(SEE SHEET EC-13)SS-2112/23/2020 10:56 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-21.DWGMATCHLINE STA. 180+00(SEE SHEET SS-20)MATCH L I N E S T A . 1 9 0 + 0 0 (SEE SH E E T S S - 2 2 )07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 1: PLAN & PROFILE - STA 180+00 TO 190+00PROPERTY LINE (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)EXIST. FENCE (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)OVERHEAD ELECTRIC (TYP.)EXIST. RETAINING WALLCROSS UNDER EXIST.30" SANITARY SEWERPROP. ACCESS EASEMENT (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCODDLE CREEKCODDLE CREEKPROP. PERMANENT CULVERTCROSSING (SEE SHEET EC-13)ACCESS VIAPEBBLEBROOK CIRCLE SW(SEE SHEET EC-13)ACCESS VIA BRAVERY PLACE(SEE SHEET EC-13)CONTRACTOR TO PROTECTEXISTING SINGLE FAMILYSTRUCTURE (PIN 5518-48-0289)USING SHEET PILING.6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC12/04/20 189+00190+00191+00 192+00 193+00 194+00195+00196+00197+00198+001 9 9 + 0 0 2 0 0 + 0 050767778 79LOT #70JORGE L. MARTINEZ RUIZP.I.N. 5518-48-0602DB. 10250, PG. 213MB. 17, PG 30LOT #71PEGGY G. WALLYP.I.N. 5518-48-0758DB. 883, PG. 230MB. 17, PG 30LOT #72226 PROPERTIES LLCP.I.N. 5518-48-0983DB. 12975, PG. 326MB. 17, PG 30LOT #73PATRICK R. McINDOE &wife, CATHERINE R. McINDOEP.I.N. 5518-49-0200DB. 10227, PG. 92MB. 17, PG 30545545545545545545545545545545545545550550550550550550550550550550550550550550555555555555555555555555555555555555555555555560560560560560560560565565565565565OEOEOEOEOEOEOE550555555545550555R/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE189+00190+00191+00 192+00 193+00 194+00195+00196+00197+00198+001 9 9 + 0 0 2 0 0 + 0 050767778 79EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)CODDLE CREEKCREEK BED (TYP.)BD: B-50 STA. 198+54.85'OFFSET: 12.21'DEPTH TO REFUSAL : 8'VENT ELEV.= 564.99BD: AP-79STA. 191+76.14' (APPROX.)OFFSET: 30.52'DEPTH TO REFUSAL : 12'EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)CODDLE CREEKCREEK BED (TYP.)BD: B-50 STA. 198+54.85'OFFSET: 12.21'DEPTH TO REFUSAL : 8'VENT ELEV.= 564.99BD: AP-79STA. 191+76.14' (APPROX.)OFFSET: 30.52'DEPTH TO REFUSAL : 12'SS-2212/8/2020 12:38 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-22.DWG MATCHLINE STA. 200+00(SEE SHEET SS-23)MATCHLINE STA. 190+00(SEE SHEET SS-21)07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 1: PLAN & PROFILE - STA 190+00 TO 200+00PROPERTY LINE (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YRFLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)EXIST. FENCE (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)OVERHEAD ELECTRIC (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)PROP. PERMANENT EASEMENT (TYP.)ACCESS VIAPEBBLEBROOK CIRCLE(SEE SHEET EC-13)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCO D D L E C R E E K CODDLE CREEK CODDLE CREEKPROP. ACCESSEASEMENT (TYP.)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 204+79.15199+00200+00201+00202+00203+00204+005150.1LOT #10BARBARA L. MYSINGERP.I.N. 5518-39-7811DB. 643, PG. 90MB. 7, PG. 32550550555555550550550550550550550555555555555555555555555555555555555555PATRICK R. McINDOE &wife, CATHERINE R. McINDOEP.I.N. 5518-49-1308DB. 10227, PG. 92SSE SSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEP204+79.15199+00200+00201+00202+00203+00204+005150.1EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)STA. -9+05.08STREAM CENTERLINE (TRIBUTARY)CREEK BED = 547.06CROSS UNDER EXIST.24" SAN. SEWER PERDETAIL 2-BCODDLE CREEKCREEK BED (TYP.)BD: B-50.1STA. 201+94.21'OFFSET: 4.55'DEPTH TO REFUSAL : 15.5'BD: B-51 STA. 204+42.12'OFFSET: 3.85'DEPTH TO REFUSAL : 19.5'VENT ELEV.= 565.66STREAMBANKRESTORATION(SEE SHEET EC-13)±110 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSTUB OUT MIN. 10' OF30" FRP, INSTALL BRICKMASONRY PLUGSEE DETAIL 1-M FORFLOWLINE INVERTELEVATIONSEXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)STA. -9+05.08STREAM CENTERLINE (TRIBUTARY)CREEK BED = 547.06CROSS UNDER EXIST.24" SAN. SEWER PERDETAIL 2-BCODDLE CREEKCREEK BED (TYP.)BD: B-50.1STA. 201+94.21'OFFSET: 4.55'DEPTH TO REFUSAL : 15.5'BD: B-51 STA. 204+42.12'OFFSET: 3.85'DEPTH TO REFUSAL : 19.5'VENT ELEV.= 565.66STREAMBANKRESTORATION(SEE SHEET EC-13)±110 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSTUB OUT MIN. 10' OF30" FRP, INSTALL BRICKMASONRY PLUGSEE DETAIL 1-M FORFLOWLINE INVERTELEVATIONS5150.11+17.050+001 + 0 0 L O T # 1 0 B A R B A R A L . M Y S I N G E R P. I . N . 5 5 1 8 - 3 9 - 7 8 1 1 D B . 6 4 3 , P G . 9 0MB. 7 , P G . 3 2 550550550550550550555555555555555555555555555555555P A T R I C K R . M c IN DO E &wif e , C A T H E R IN E R . M c IN DO E P . I .N . 5 5 1 8 - 4 9 - 1 3 0 8 D B . 1 0 2 2 7 , PG . 9 2 SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEP5150.11+17.050+001 + 0 0 EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)STA. 0+58.73 STREAM CENTERLINE (TRIBUTARY) CREEK BED = 547.39 SEE DETAIL 2-M FORFLOWLINE INVERTELEVATIONS±100 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMEXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)STA. 0+58.73 STREAM CENTERLINE (TRIBUTARY) CREEK BED = 547.39 SEE DETAIL 2-M FORFLOWLINE INVERTELEVATIONS±100 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSS-2312/8/2020 12:40 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-23.DWG MATCHLINE STA. 200+00(SEE SHEET SS-22)07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 1: PLAN AND PROFILE - STA 200+00 TO END & WOLF MEADOWPROPERTY LINE (TYP.) PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKPROPERTY LINE (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)CODDLE CREEKPROP. PERMANENTEASEMENT (TYP.)PROP. PERMANENTEASEMENT (TYP.)ACCESS VIA STOUGH ROAD(SEE SHEET EC-13)CROSS UNDER EXIST.24" SANITARY SEWERSTUB OUT MIN. 10' OF 30" FRP, INSTALLBRICK MASONRY PLUG PER DETAIL 2-FACCESS VIA STOUGH ROAD(SEE SHEET EC-13)ACCESS VIA STOUGH ROAD(SEE SHEET EC-13)PROP. PERMANENTAT-GRADECROSSING (SEESHEET EC-13)PROP. PERMANENTAT-GRADECROSSING (SEESHEET EC-13)PROP. ACCESS EASEMENT (TYP.)PROP. ACCESS EASEMENT (TYP.)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 0+001+002+003+004+005+006+007+0 0 8+0 0 9+0 0 10+000+001+002+003+004+005+006+007+0 0 8+0 0 9+0 0 10+00LOT #10BARBARA L. MYSINGERP.I.N. 5518-39-7811DB. 643, PG. 90MB. 7, PG. 32LOT #9BARBARA L. MYSINGERP.I.N. 5518-39-5726DB. 643, PG. 90MB. 7, PG. 32LOT #8ALLEN L. OVERKAMP &wife, SHEILA L. OVERKAMPP.I.N. 5518-39-3878DB. 555, PG. 330MB. 7, PG. 32KIEN C. NGUYEN andLEHUYEN T. PHAMP.I.N. 5518-39-0859DB. 13126, PG. 69[TRACT TWO]LOT #14FRANK H. BRASWELL, JR. &wife, KAREN R. BRASWELLP.I.N. 5518-29-7789DB. 4138, PG. 223MB. 19, PG. 59SSESSESSESSE550550550550550550550550550550550550550550550555555555555555555555555555555555555555555555555555555555560560560560560560560560560565565565565565565570PHAM LEHUYEN TP.I.N. 5518-39-0859DB. 13126, PG. 69R/WSSE SSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEP0+001+002+003+004+005+006+007+0 0 8+0 0 9+0 0 10+00EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. SAN SEWER TO BEABANDONED IN PLACECROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BCROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BEXIST. 30" SAN.SEWER (TYP.)BD: B-52STA. 2+90.55'OFFSET: -2.31'DEPTH TO REFUSAL : 14.5'BD: B-53STA. 7+00.96'OFFSET: 3.06'DEPTH TO REFUSAL : 15'CODDLE CREEKCREEK BED (TYP.)EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. SAN SEWER TO BEABANDONED IN PLACECROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BCROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BEXIST. 30" SAN.SEWER (TYP.)BD: B-52STA. 2+90.55'OFFSET: -2.31'DEPTH TO REFUSAL : 14.5'BD: B-53STA. 7+00.96'OFFSET: 3.06'DEPTH TO REFUSAL : 15'CODDLE CREEKCREEK BED (TYP.)EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. SAN SEWER TO BEABANDONED IN PLACECROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BCROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BEXIST. 30" SAN.SEWER (TYP.)BD: B-52STA. 2+90.55'OFFSET: -2.31'DEPTH TO REFUSAL : 14.5'BD: B-53STA. 7+00.96'OFFSET: 3.06'DEPTH TO REFUSAL : 15'CODDLE CREEKCREEK BED (TYP.)SS-2412/8/2020 12:41 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-24.DWG MATCHLINE STA. 10+00(SEE SHEET SS-25)07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 2: PLAN & PROFILE - STA 00+00 TO 10+00PROPERTY LINE (TYP.)TEMPORARY CONSTRUCTIONEASEMENT (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)EXIST. UNPAVED PATH (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCROSS UNDER EXIST.8" SAN. SEWERCROSS UNDER EXIST.8" SAN. SEWERCODDLE CREEKPHASE 1 STUB OUT MIN. 10' OF 30"FRP, REMOVE BRICK MASONRY PLUG12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 535455567+00 8+00 9+00 10+0011+0012+0013+0014+0015+0016+0017 + 0 0 18 + 0 0 19+0020+0021+00LOT #14FRANK H. BRASWELL, JR. &wife, KAREN R. BRASWELLP.I.N. 5518-29-7789DB. 4138, PG. 223MB. 19, PG. 59LOT #206SHAWKAT JABRP.I.N. 5518-29-1864DB. 8208, PG. 110MB. 31, PG. 70LOT #207ROBERT D. HUGUNIN &wife, SUZANNE A. HUGUNINP.I.N. 5518-29-1920DB. 2570, PG. 42MB. 31, PG. 70LOT #208 LACHAS ITY A . FORNEYP. I .N . 5518 -29 -0985DB. 12044 , PG . 65MB. 31 , PG . 70LOT #209SUE SLOANP. I .N . 5518-20-0130DB. 12926 , PG . 194MB. 31 , PG . 70OEOEOEOESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEOTOTOTOTOT550550550555555560560560565570550550550550555555555555555555555560560560560560560565565570570575550550550550550550555555555555555555560560560560560560560560565565565565565565565570PHAM LEHUYEN TP.I.N. 5518-39-0859DB. 13126, PG. 69TOWER PLACE LLCP.I.N. 5519-20-4300DB. 2397, PG. 225R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE535455567+00 8+00 9+00 10+0011+0012+0013+0014+0015+0016+0017 + 0 0 18 + 0 0 19+0020+0021+00EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. SAN.SEWER (TYP.)NCDOT R/WNCDOT R/WNCDOT R/WNCDOT R/W ROBERTA ROAD(SR-1304)NCDOT 1:1SLOPE (TYP.)±81 LF 60" STEEL CASING PIPEINSTALLED VIA GUARANTEEDTRENCHLESS METHODS, t = 0.50"FILL ANNUAL SPACE BETWEENSPECIFIED PIPE AND SHORING WITHSTRUCTURAL FILL MATERIALSTA. 17+41.26 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 549.42 BD: B-54STA. 10+24.04'OFFSET: 0.32'DEPTH TO REFUSAL : 22'BD: B-55STA. 12+60.81'OFFSET: 13.58'DEPTH TO REFUSAL : 8'BD: B-56STA. 16+37.89'OFFSET: 27.53'DEPTH TO REFUSAL : 17'CODDLE CREEKCREEK BED (TYP.)BORE RECEIVING PIT(15'Wx20'Lx21.2'D)BORE LAUNCH PIT(15'Wx40'Lx22.9'D)CROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BBRIDGEBOTTOMCHORDELEV. PERSURVEYVENT ELEV.= 568.51STREAMBANKRESTORATION (SEESHEET EC-15)160 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMEXIST. SAN SEWER TO BEABANDONED IN PLACEEXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. SAN.SEWER (TYP.)NCDOT R/WNCDOT R/WNCDOT R/WNCDOT R/W ROBERTA ROAD(SR-1304)NCDOT 1:1SLOPE (TYP.)±81 LF 60" STEEL CASING PIPEINSTALLED VIA GUARANTEEDTRENCHLESS METHODS, t = 0.50"FILL ANNUAL SPACE BETWEENSPECIFIED PIPE AND SHORING WITHSTRUCTURAL FILL MATERIALSTA. 17+41.26 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 549.42 BD: B-54STA. 10+24.04'OFFSET: 0.32'DEPTH TO REFUSAL : 22'BD: B-55STA. 12+60.81'OFFSET: 13.58'DEPTH TO REFUSAL : 8'BD: B-56STA. 16+37.89'OFFSET: 27.53'DEPTH TO REFUSAL : 17'CODDLE CREEKCREEK BED (TYP.)BORE RECEIVING PIT(15'Wx20'Lx21.2'D)BORE LAUNCH PIT(15'Wx40'Lx22.9'D)CROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BBRIDGEBOTTOMCHORDELEV. PERSURVEYVENT ELEV.= 568.51STREAMBANKRESTORATION (SEESHEET EC-15)160 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMEXIST. SAN SEWER TO BEABANDONED IN PLACESS-2512/8/2020 12:43 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-25.DWG MATCHLINE STA. 10+00(SEE SHEET SS-24)M A T C H L I N E S T A . 2 0 + 0 0 (S E E S H E E T S S - 2 6 )07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 2: PLAN & PROFILE - STA 10+00 TO 20+00PROPERTY LINE (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)BRIDGE PIER (TYP.)NCDOT RIGHT-OF-WAY (TYP.)CROSS UNDER EXIST.30" SANITARY SEWEREXIST. FENCE (TYP.)OVERHEAD ELECTRICAL (TYP.)EXIST. UNPAVED PATH (TYP.)CODDLE CREEKCODDLE CREEKPROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONPROP. ACCESSEASEMENT (TYP.)BORE LAUNCH PIT(15'Wx40'Lx21.7'D)BORE RECEIVING PIT(15'Wx20'Lx20.1'D)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 0+001+002+003+003+37.640+001+002+003+003+37.64KIEN C. NGUYEN andLEHUYEN T. PHAMP.I.N. 5518-39-0859DB. 13126, PG. 69[TRACT TWO]LOT #14FRANK H. BRASWELL, JR. &wife, KAREN R. BRASWELLP.I.N. 5518-29-7789DB. 4138, PG. 223MB. 19, PG. 59OEOEOEOEOTSSE SSESSESSESSESSESSESSESSESSESSESSEOTOTOTOTOT550550550550550550555555555555555560560560560560560565 565565565565565570PHAM LEHUYEN TP.I.N. 5518-39-0859DB. 13126, PG. 69TOWER PLACE LLCP.I.N. 5519-20-4300DB. 2397, PG. 225R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSESSESSESSESSESSESSESSES S E SSESSESSESSE0+001+002+003+003+37.64EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)CODDLE CREEKCREEK BED (TYP.)EXIST. 30"SAN. SEWEREXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)CODDLE CREEKCREEK BED (TYP.)EXIST. 30"SAN. SEWEREXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)CODDLE CREEKCREEK BED (TYP.)EXIST. 30"SAN. SEWERSS-25A12/8/2020 12:44 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-25A.DWG 12/04/20MLHMLH2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 2: PLAN & PROFILE EXIST. SAN. SEWER REALIGNMENTPROPERTY LINE (TYP.)TEMPORARY CONSTRUCTIONEASEMENT (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)EXIST. UNPAVED PATH (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEK12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCBEGIN EXIST. SAN.SEWER REALIGNMENTEND EXIST. SAN.SEWER REALIGNMENTABANDON EXIST. 30" SAN. SEWER INPLACE AND PLUG PIPE PER DETAIL 2-FAT TOE OF SLOPE (±0.25 CY CONCRETE)ABANDON EXIST. 30" SAN. SEWER INPLACE AND PLUG PIPE PER DETAIL 2-FAT TRENCH LIMITS (±0.25 CY CONCRETE)ABANDON EXIST. 30" SAN. SEWER INPLACE AND PLUG PIPE PER DETAIL 2-FAT TOE OF SLOPE (±0.25 CY CONCRETE)FILL PIPE WITH FLOWABLE FILL WHERELOCATED UNDER FILL SLOPE (±24 CY) LOT #207ROBERT D. HUGUNIN &wife, SUZANNE A. HUGUNINP.I.N. 5518-29-1920DB. 2570, PG. 42MB. 31, PG. 70LOT #208LACHASITY A. FORNEYP.I.N. 5518-29-0985DB. 12044, PG. 65MB. 31, PG. 70LOT #209SUE SLOANP.I.N. 5518-20-0130DB. 12926, PG. 194MB. 31, PG. 70LOT #210DANIEL A. LAMBERT &wife, KIMBERLY R. LAMBERTP.I.N. 5518-10-8158DB. 10108, PG. 16MB. 31, PG. 70LOT #211ROBIN H. SHANKLEP.I.N. 5518-19-7975DB. 3024, PG. 224MB. 31, PG. 70LOT #38SUSAN SPAETH NORTHRUPP.I.N. 5518-19-5977DB. 2292, PG. 34MB. 31, PG. 69LOT #39PETER J. BARTLETT &wife, PATTI S. BARTLETTP.I.N. 5518-10-4059DB. 2284, PG. 296MB. 31, PG. 69LOT #40ALBERT J. SAIANI &wife, DEBORAH J. SAIANIP.I.N. 5518-19-3947DB. 2257, PG. 219MB. 31, PG. 69SSESSESSESSEOEOEOEOE UTUTUTSEDGEWICK STREET(50' PUBLIC RIGHT-OF-WAY)HAMPTON CHASE DRIVE(50' PUBLIC RIGHT-OF-WAY)555555560550550555560565565550550550550555555555555555555560560560560560560560560560565565565565565565565565565565565565570570570570570570570570575575560565570575R/WR/WR/W R/WR/WR /WSSESSESSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSE SSE S S E S SE SSESSESSESSESSESSESSESSESSESSESSESSESSEPP20+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+00EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)CROSS UNDER EXIST.30" SAN. SEWER PERDETAIL 2-BCROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BCODDLE CREEKCREEK BED (TYP.)VENT ELEV.= 569.66DITCHLINERESTORATION(SEE SHEET EC-15)DITCHLINERESTORATION(SEE SHEET EC-15)SS-2612/23/2020 10:58 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-26.DWGMATCHLINE STA. 20+00(SEE SHEET SS-25) MATCH L I N E S T A . 3 0 + 0 0 (SEE SH E E T S S - 2 7 )07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 2: PLAN & PROFILE - STA 20+00 TO 30+00PROPERTY LINE (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)CROSS UNDER EXIST.30" SANITARY SEWERPROP. ACCESSEASEMENT (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. 8" SAN. SEWEREXIST. FENCE (TYP.)CODDLE CREEKPRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKPERMANENT AT GRADECROSSING (SEE SHEET EC-15)ACCESS VIASEDGEWICK STREETCROSS UNDER EXIST.8" SANITARY SEWER12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 616230+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+00616230+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+00LOT #281JAMIE D. CATALANOP.I.N. 5518-09-8696DB. 12351, PG. 49MB. 17, PG. 69LOT #66JAMES ARTHUR MURRAY &wife, ELLEN JUNE FORBES MURRAYP.I.N. 5519-00-6246DB. 1842, PG. 174MB. 29, PG. 5LOT #65JOAO L. ANTUNES &wife, KATHRYN B. ANTUNESP.I.N. 5519-00-4536DB. 2713, PG. 251MB. 29, PG. 5(PUBLIC RIGHT-OF-WAY, WIDTH VARIES)550550550550555555560560560565565565565565565570570570550550555555560560555555560560R/WSSE SSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSE P616230+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+00EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)STA. 33+45.42STREAM CENTERLINE (CODDLE CREEK)CREEK BED = 549.66 STA. 30+74.23STREAM CENTERLINE (TRIBUTARY)CREEK BED = 554.39CODDLE CREEKCREEK BED (TYP.)BD: B-61STA. 34+41.09'OFFSET: 16.76'DEPTH TO REFUSAL : 13.5'BD: B-62STA. 37+33.54'OFFSET: 1.60'DEPTH TO REFUSAL : 12.5'VENT ELEV.= 570.81STREAMBANKRESTORATIONSEE SHEET EC-15±109 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSTREAMBANKRESTORATION(SEE SHEET EC-15)EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)STA. 33+45.42STREAM CENTERLINE (CODDLE CREEK)CREEK BED = 549.66 STA. 30+74.23STREAM CENTERLINE (TRIBUTARY)CREEK BED = 554.39CODDLE CREEKCREEK BED (TYP.)BD: B-61STA. 34+41.09'OFFSET: 16.76'DEPTH TO REFUSAL : 13.5'BD: B-62STA. 37+33.54'OFFSET: 1.60'DEPTH TO REFUSAL : 12.5'VENT ELEV.= 570.81STREAMBANKRESTORATIONSEE SHEET EC-15±109 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSTREAMBANKRESTORATION(SEE SHEET EC-15)EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)STA. 33+45.42STREAM CENTERLINE (CODDLE CREEK)CREEK BED = 549.66 STA. 30+74.23STREAM CENTERLINE (TRIBUTARY)CREEK BED = 554.39CODDLE CREEKCREEK BED (TYP.)BD: B-61STA. 34+41.09'OFFSET: 16.76'DEPTH TO REFUSAL : 13.5'BD: B-62STA. 37+33.54'OFFSET: 1.60'DEPTH TO REFUSAL : 12.5'VENT ELEV.= 570.81STREAMBANKRESTORATIONSEE SHEET EC-15±109 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSTREAMBANKRESTORATION(SEE SHEET EC-15)SS-2712/23/2020 10:59 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-27.DWG MATCH L IN E S TA . 4 0 + 0 0 ( S E E SH E E T S S - 2 8 )MATCHLINE STA. 30+00(SEE SHEET SS-26)07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 2: PLAN & PROFILE - STA 30+00 TO 40+00PROPERTY LINE (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)CODDLE CREEKPRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEK UNNAMED TRIBUTARYEXIST. UNPAVED PATH (TYP.)EXIST. 8" SAN. SEWEREXIST. FENCE (TYP.)ACCESS VIA LARAMIE ROAD(SEE SHEET EC-15)PERMANENT AT GRADECROSSING (SEE SHEET EC-15)PROP. ACCESSEASEMENT (TYP.)ACCESS VIA BENT CREEK DR SW (SEE SHEET EC-15)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC LOT #65JOAO L. ANTUNES &wife, KATHRYN B. ANTUNESP.I.N. 5519-00-4536DB. 2713, PG. 251MB. 29, PG. 5LOTS #210-212ALFARO MISAEL ANTONIO & CRUZ AGUILAR HERNANDEZP.I.N. 5519-01-4020DB. 13836, PG. 59MB. 21, PG. 69P/O LOT #207 & LOTS 208-209BENT CREEK DRIVE(PUBLIC RIGHT-OF-WAY, WIDTH VARIES)555555560560565565565555555555555555555555555555555560560560560560560560560560560565565565565565570R/WSSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE SSE63646563.139+0040+0041+0042+0043+0044+0045+0046+0047+0048+0049+0050+00 51+00 EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)CROSS UNDER EXIST.4" SAN. SEWER PERDETAIL 2-BSTA. 41+28.06STREAM CENTERLINE (CODDLE CREEK)CREEK BED = 551.17CODDLE CREEKCREEK BED (TYP.)BD: B-63STA. 40+90.33'OFFSET: 4.12'DEPTH TO REFUSAL : 3.5'BD: B-63.1STA. 42+01.33'OFFSET: 7.05'DEPTH TO REFUSAL : 11'BD: B-64STA. 44+16.89'OFFSET: 9.40'DEPTH TO REFUSAL : 13' BD: B-65STA. 49+39.58' OFFSET: 13.03'DEPTH TO REFUSAL : 18'VENT ELEV.= 572.21STREAMBANKRESTORATION (SEESHEET EC-15)±104 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSS-2812/23/2020 11:00 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-28.DWG MATCHLINE STA. 40+00(SEE SHEET SS-27)MATCHLINE STA. 50+00(SEE SHEET SS-29)07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 2: PLAN & PROFILE - STA 40+00 TO 50+00PROPERTY LINE (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)WETLAND LIMITS (TYP.)RIGHT-OF-WAY (TYP.)CROSS UNDER EXIST.4" SAN. SEWERPRELIMINARY PLANSNOT FOR CONSTRUCTIONC O D D L E C R E E KCODDLE CREEKCODDLE CREEKSEE SHEET EC-16 FORWETLAND RESTORATION12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 66676850+0051+0052+00 53+00 5 4 + 0 0 5 5 + 0 0 56+0057+0058+0059+0060+00P/O LOT #207 & LOTS 208-209SEONG J. KIM &wife, SOON K. KIMP.I.N. 5519-01-0247DB. 659, PG. 226MB. 21, PG. 69555555555555555555555555555555555555555555555555555555560560560560560560560560560560560560560560560560560565565565565565565 565565570570570570570570575575575575575575SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE SSE SSE S S E S S E S S E S S E S S E S S E S S E SSESSESSESSESSESSESSESSES S E S S E S S E SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSE66676850+0051+0052+00 53+00 5 4 + 0 0 5 5 + 0 0 56+0057+0058+0059+0060+00EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)CROSS UNDER EXIST.30" SAN. SEWER PERDETAIL 2-BSTA. 55+99.19 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 553.42CODDLE CREEKCREEK BED (TYP.)BD: B-67STA. 55+19.39'OFFSET: 6.12'DEPTH TO REFUSAL : 12.5'BD: B-66STA. 52+05.80'OFFSET: 9.48'DEPTH TO REFUSAL : 20' BD: B-68 STA. 58+60.97'OFFSET: 34.06'DEPTH TO REFUSAL : 17'VENT ELEV.= 572.89STREAMBANKRESTORATION(SEE SHEET EC-16)100 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMEXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)CROSS UNDER EXIST.30" SAN. SEWER PERDETAIL 2-BSTA. 55+99.19 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 553.42CODDLE CREEKCREEK BED (TYP.)BD: B-67STA. 55+19.39'OFFSET: 6.12'DEPTH TO REFUSAL : 12.5'BD: B-66STA. 52+05.80'OFFSET: 9.48'DEPTH TO REFUSAL : 20' BD: B-68 STA. 58+60.97'OFFSET: 34.06'DEPTH TO REFUSAL : 17'VENT ELEV.= 572.89STREAMBANKRESTORATION(SEE SHEET EC-16)100 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSS-2912/23/2020 11:01 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-29.DWGMATCHLINE STA. 50+00(SEE SHEET SS-28) MATC H L I N E S T A . 6 0 + 0 0 (SEE S H E E T S S - 3 0 )07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 2: PLAN & PROFILE - STA 50+00 TO 60+00PROPERTY LINE (TYP.)PROP. TEMPORARYCONSTRUCTION EASEMENT (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)WETLAND LIMITS (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)CROSS UNDER EXIST.30" SANITARY SEWERPROP. ACCESSEASEMENT (TYP.)EXIST. 8" SAN. SEWERPRELIMINARY PLANSNOT FOR CONSTRUCTIONCODD L E C R E E K CODDLE CREEKCODDLE CREEKACCESS VIA GLEN HAVEN DR SW(SEE SHEET EC-16)SEE SHEET EC-16 FORWETLAND RESTORATIONACCESS VIA CEDAR SPRINGS DR SW(SEE SHEET EC-16)SEE SHEET EC-16 FORWETLAND RESTORATION6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC12/04/20 6869.158+00 59+00 60+00 61+00 62+00 63+0064+0065+0066+00 67+0068+0069+0070+00 555555555555555555560560560560560560560560560560560560560560560560560560565565565565565565565565565565565565565565565565565565565565565565565565570570570570570570570570570575575575575575575575SSE SSE SSE SSE SSESSESSESSESSESSESSESSESSE SSE SSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSEP6869.158+00 59+00 60+00 61+00 62+00 63+0064+0065+0066+00 67+0068+0069+0070+00 EXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)CROSS UNDER EXIST.30" SAN. SEWER PERDETAIL 2-BSTA. 67+22.82 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 555.53CODDLE CREEKCREEK BED (TYP.)BD: B-69STA. 62+51.58'OFFSET: 108.19'DEPTH TO REFUSAL : 0'BD: B-69.1STA. 65+90.62'OFFSET: 0.86'DEPTH TO REFUSAL : 21.5'VENT ELEV.= 573.77STREAMBANKRESTORATION(SEE SHEET EC-17)100 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMEXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)EXIST. 30" SAN.SEWER (TYP.)CROSS UNDER EXIST.30" SAN. SEWER PERDETAIL 2-BSTA. 67+22.82 STREAM CENTERLINE (CODDLE CREEK) CREEK BED = 555.53CODDLE CREEKCREEK BED (TYP.)BD: B-69STA. 62+51.58'OFFSET: 108.19'DEPTH TO REFUSAL : 0'BD: B-69.1STA. 65+90.62'OFFSET: 0.86'DEPTH TO REFUSAL : 21.5'VENT ELEV.= 573.77STREAMBANKRESTORATION(SEE SHEET EC-17)100 LF BURIED STREAMCROSSING PER DETAIL 2-CLIMITS OF PAY ITEMSS-3012/23/2020 11:02 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-30.DWG MATCHLINE STA. 60+00(SEE SHEET SS-29)07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 2: PLAN & PROFILE - STA 60+00 TO 70+00PROPERTY LINE (TYP.)PROP. TEMPORARY CONSTRUCTIONEASEMENT (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)MATCHLINE STA. 70+00(SEE SHEET SS-31)CROSS UNDER EXIST.30" SANITARY SEWERPROP. PERMANENTEASEMENT (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCOD D L E C R E E K CODDLE CREEKPROP. ACCESSEASEMENT (TYP.)PERMANENT AS-GRADECROSSING (SEE SHEET EC-17)12/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC 78+12.0970+0071+0072+0073+0074+0075+007 6 + 0 0 7 7 + 0 0 7 8 + 0 0 OEOEOEJ AN I C E CO CH R AN MO R R I S P . I .N . 5 5 0 9 - 7 3 - 6 1 8 8DB . 6 4 3 , PG . 2 5 9 OEOEOEOEOEOEOEOEOEDUKE ENERGY(68' RIGHT-OF-WAY)5 5 5 5 5 5 5 6 0 5 6 0560560 5605605605 6 0 5 6 0 56056056056556556556556556 5 56 5 5655655655655655655655655 6 5 5 6 5 5 6 5 56 5565565565565 5 6 5 5 6 5 R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESSESSESSES S E S S E S S E S S E SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSES S E S S E S S E S S E SSESSESSESSESSESSESSESSESSESSESSESSESSES S E S S E S S E SSESSESSESSE SSE SSE SSE SSE78+12.0970+0071+0072+0073+0074+0075+007 6 + 0 0 7 7 + 0 0 7 8 + 0 0 CROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BEXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)CODDLE CREEKCREEK BED (TYP.)VENT ELEV.= 574.89SEE DETAIL 1-M FORFLOWLINE INVERTELEVATIONSCROSS UNDER EXIST.8" SAN. SEWER PERDETAIL 2-BEXIST. GRADE (TYP.)100-YR FLOODPLAIN (TYP.)CODDLE CREEKCREEK BED (TYP.)VENT ELEV.= 574.89SEE DETAIL 1-M FORFLOWLINE INVERTELEVATIONSSS-3112/8/2020 12:57 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\SS-31.DWG MATCHLINE STA. 70+00(SEE SHEET SS-30)07/13/20MLHRHK2018-1881" = 40'WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTOR PHASE 2: PLAN & PROFILE - STA 70+00 TO ENDPROPERTY LINE (TYP.)PROP. TEMPORARY CONSTRUCTIONEASEMENT (TYP.)PERMANENT SANITARYSEWER EASEMENT (TYP.)EXIST. SANITARY SEWER TOREMAIN IN PLACE (TYP.)100-YR FLOODPLAIN (TYP.)FEMA FLOODWAY (TYP.)15' TOP OF BANK OFFSET (TYP.)PROP. ACCESSEASEMENT (TYP.)DUKE ENERGY RIGHT-OF-WAY (TYP.)PRELIMINARY PLANSNOT FOR CONSTRUCTIONCODDLE CREEKCROSS UNDER EXIST.8" SAN. SEWERCODD L E C R E E K ACCESS VIARANCHWAY ROAD SW(SEE SHEET EC-17)END PHASE 2CONSTRUCTION AT EXIST.MANHOLE 01028812/04/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLC ± 2 2 0 L F T O E X I S T . MA N H O L E 0 1 2 5 5 0 LINE OF SITE3.5'3.5'DRIVER'S EYE 3.5'ABOVE GRADEEXISTING GROUND ALONG LINE OFSIGHT FROM CABARRUS COUNTYGIS DATA AND LIMITED SURVEYPROP. TEMPORARYDRIVEWAY GRADEELEV. = 538'SSESSESSESSESSESSESSESSESSESS E SS E SS E SS E SS E SS E525525525525525525 5255 3 0 5 3 0 5305305305 3 0 530530535535535535535535540540540540545545545545ROCKY RIVER RD (SR-1139)(60' RIGHT-OF-WAY)R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESS E SS E SS E SS E SS ESSESSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSESSER/WR/WR/WR/W5375395415425405395385375365355345350+001+002+003+004+005+006+007+008+009+00540538536LINE OF SITE3.5'3.5'DRIVER'S EYE 3.5'ABOVE GRADEEXISTING GROUND ALONG LINE OFSIGHT FROM CABARRUS COUNTYGIS DATA AND LIMITED SURVEYPROP. TEMPORARYDRIVEWAY GRADEELEV. = 538'10/27/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188PROPOSED TEMPORARY DRIVEWAYDW-T1" = 40'11/4/2020 9:28 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\NCDOT ENCHROACHMENT\ROCKY RIVER RD TEMP DRIVEWAY\NCDOT TEMPORARY DRIVEWAY - PLAN & PROFILE.DWG CO D D L E C R E E K 6730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCCENTER OF EXIST. NORTHBOUND TRAVEL LANECENTER OF EXIST. SOUTHBOUND TRAVEL LANEEXIST. EDGE OF PAVEMENTDRIVER LINE OF SIGHT 1DRIVER LINE OF SIGHT 2DRIVER LINE OFSIGHT 15' FROM EOPPROP. TEMPORARY DRIVEWAY ANDASSOCIATED GRADING FOR SANITARYSEWER CONSTRUCTION ACCESSSEE DETAIL THIS SHEETPROP. PERMANENT DRIVEWAY ANDASSOCIATED GRADING FORSANITARY SEWER CONSTRUCTIONACCESS TO BE APPLIED FOR UNDERSEPARATE DRIVEWAY PERMITDRIVER LINE OF SIGHT 1 PROFILEDRIVER LINE OF SIGHT 2 PROFILECONSTRUCTION ENTRANCEUTILIZING EXIST. DRIVEWAYTEMPORARY DRIVEWAY DETAILVARIES24'-0"R = 5'-0"COMPACTED SUBGRADENCDOT TYPE 4FILTER FABRICKEY IN FILTERFABRICSURFACE COURSENO. 57 STONEMIN. 8" THICKNESSPROP. GRADE3"12"PLANSECTION14'-0"11/2/20NCDOT NOTES:1. ROCKY RIVER ROAD (SR1139) SPEED LIMIT = 45 MPH2. TRAFFIC CONTROL FOR DRIVEWAY INSTALLATION SHALLBE IN ACCORDANCE WITH NCDOT 1101.02 FORTEMPORARY LANE CLOSURES. 3.5'3.5'LINE OF SITEDRIVER'S EYE 3.5'ABOVE GRADEEXISTING GROUND ALONG LINE OFSIGHT FROM CABARRUS COUNTYGIS DATA AND LIMITED SURVEYPROP. PERMANENTDRIVEWAY GRADEELEV. = 542'SSESSESSESSESSESSESSESSESS E SS E SS E SS E SS E525525525525525 5255 3 0 5 3 0 5305305305 3 0 530530535535535535535540540540540545545545545ROCKY RIVER RD (SR-1139)(60' RIGHT-OF-WAY)R/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WR/WSSESSESSESSESSESSESSESSESS E SS E SS E SS E SS ESSESSE SSESSESSESSESSESSESSESSESSESSESSESSESSESSER/WR/WR/WR/WR/WR/WR/WR/WR/W5375395415425405395385375365355345350+001+002+003+004+005+006+007+008+009+005405385363.5'3.5'LINE OF SITEDRIVER'S EYE 3.5'ABOVE GRADEEXISTING GROUND ALONG LINE OFSIGHT FROM CABARRUS COUNTYGIS DATA AND LIMITED SURVEYPROP. PERMANENTDRIVEWAY GRADEELEV. = 542'10/27/20WATER & SEWER AUTHORITY OF CABARRUS COUNTY CABARRUS COUNTY, NORTH CAROLINA LOWER CODDLE CREEK PARALLEL INTERCEPTORMLHMLH2018-188PROPOSED PERMANENT DRIVEWAYDW-P1" = 40'11/4/2020 9:26 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\NCDOT ENCHROACHMENT\ROCKY RIVER RD PERM DRIVEWAY\NCDOT PERMANENT DRIVEWAY - PLAN & PROFILE.DWG CO D D L E C R E E K 11/2/206730 Freedom Drive Charlotte, NC 28214 704-919-1900 License No. P-0601 Gavel & Dorn Engineering, PLLCCENTER OF EXIST. NORTHBOUND TRAVEL LANECENTER OF EXIST. SOUTHBOUND TRAVEL LANEEXIST. EDGE OF PAVEMENTDRIVER LINE OF SIGHT 1DRIVER LINE OF SIGHT 2DRIVER LINE OFSIGHT 15' FROM EOPPROP. PERMANENT DRIVEWAY ANDASSOCIATED GRADING FORSANITARY SEWER EASEMENT ACCESSSEE DETAIL THIS SHEETPROP. TEMPORARY DRIVEWAY ANDASSOCIATED GRADING FORSANITARY SEWER CONSTRUCTIONACCESS TO BE APPLIED FOR UNDERSEPARATE DRIVEWAY PERMITDRIVER LINE OF SIGHT 1 PROFILEDRIVER LINE OF SIGHT 2 PROFILENCDOT NOTES:1. ROCKY RIVER ROAD (SR1139) SPEED LIMIT = 45 MPH2. TRAFFIC CONTROL FOR DRIVEWAY INSTALLATION SHALLBE IN ACCORDANCE WITH NCDOT 1101.02 FORTEMPORARY LANE CLOSURES.PERMANENT DRIVEWAY DETAILVARIES24'-0"R = 5'-0"COMPACTED SUBGRADENCDOT TYPE 4FILTER FABRICKEY IN FILTERFABRICSURFACE COURSENO. 57 STONEMIN. 8" THICKNESSPROP. GRADE3"12"PLANSECTION14'-0" 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTYCABARRUS COUNTY, NORTH CAROLINALOWER CODDLE CREEK PARALLEL INTERCEPTORSMM MLH 2018-188 DETAILSD-1 -7/23/2020 2:41 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS.DWG STANDARD MANHOLE DETAIL 1-A STANDARD VENT DETAIL 1-B CASING SPIDER DETAIL 1-C MANHOLE ABANDONMENT DETAIL 1-D PVC & FIBERGLASS PIPE EMBEDMENT DETAIL 1-F NOTES: 1. 12" MINIMUM COVER OVER THE CROWN OF THE PIPE WITH SPECIFIED BACKFILL MATERIAL. THE MAXIMUM COVER SHALL NOT EXCEED 1/2 THE DIAMETER OF THE PIPE. 2. FOUNDATION STONE REQUIRED WHEN SOIL CONDITIONS ARE UNSTABLE. 3. 4" TO 6" BEDDING UNDER THE PIPE. 4. CLEAR DISTANCE NOT LESS THAN 12" EACH SIDE. 5. INITIAL BACKFILL SHALL BE PLACED IN 6" LIFTS AND COMPACTED. INITIAL BACKFILL SHALL CONTAIN NO MATERIAL OVER 1 1/2" IN DIAMETER, FROZEN, ORGANIC, LUMPS, OR DEBRIS. 6. COMPACTED BACKFILL SHALL BE COMPACTED TO 85% STANDARD PROCTOR DENSITYWHERE IN PIPELINE EASEMENT AREAS NOT SUBJECT TO REGULAR VEHICLE LOADS. 7. WHEN UNSTABLE SOILS ARE ENCOUNTERED, TRENCH SECTION SHALL BE LINED WITHTYPE 4 GEOTEXTILE FABRIC AT THE DIRECTION OF THE ENGINEER. MANHOLE CUT IN ON EXIST. MAIN DETAIL 1-E PRELIMINARY PLANS NOT FOR CONSTRUCTION 07/13/20 6730 Freedom DriveCharlotte, NC 28214704-919-1900License No. P-0601Gavel & Dorn Engineering, PLLCPIPE CONNECTION TO EXISTING MANHOLE WITH CONCRETE COLLAR DETAIL 1-G 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTYCABARRUS COUNTY, NORTH CAROLINALOWER CODDLE CREEK PARALLEL INTERCEPTORSMM MLH 2018-188 DETAILSD- 2 - DUCTILE IRON SEWER PIPE EMBEDMENT DETAIL 2-A BURIED STREAM CROSSING - 36" & 48" SEWER DETAIL 2-C SEWER PIPE CROSSING EMBEDMENT DETAIL 2-B 36" TO 48" ANTI FLOATATION COLLAR DETAIL 2-D 36" TO48" DIP 36" TO 48" DIP NO. 4 BARS NO. 4 BARS CONC. PLACED ON UNDISTURBED SOIL AS DETERMINED BY THE ENGINEER T 3" 6" W NOTES: 1. FORMS NOT REQUIRED BELOW SPRING LINE. CONCRETE MAY BE PLACED AGAINST SHAPED BANKS IN LIEU OF FORMS H ANTI SEEP COLLAR DETAIL 2-E CONCRETE AND BRICK PIPE PLUG DETAIL 2-F PRELIMINARY PLANS NOT FOR CONSTRUCTION 8/24/2020 12:31 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS.DWG CARRIER PIPE DIA. 30" 36" 48" THICKNESS (T) 2' 2' 3' WIDTH (W) 6' 7' 8' HEIGHT (H) 6' 7' 8' # REBAR EA. SIDE 4 4 6 07/13/20 6730 Freedom DriveCharlotte, NC 28214704-919-1900License No. P-0601Gavel & Dorn Engineering, PLLC 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTYCABARRUS COUNTY, NORTH CAROLINALOWER CODDLE CREEK PARALLEL INTERCEPTORSMM MLH 2018-188 DETAILSD-3 -12/30/2020 2:15 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS.DWG PERMANENT AT GRADE STREAM CROSSING DETAIL 3-D PRELIMINARY PLANS NOT FOR CONSTRUCTION TEMPORARY CULVERT STREAM CROSSING DETAIL 3-A PERMANENT CULVERT STREAM CROSSING DETAIL 3-B TEMPORARY BRIDGE MAT STREAM CROSSING DETAIL 3-C TEMPORARY INLET PROTECTION DETAIL 3-E 12/04/20 6730 Freedom DriveCharlotte, NC 28214704-919-1900License No. P-0601Gavel & Dorn Engineering, PLLC12'-0" 12'-0" NOTES: 1. KEEP CLEARING AND EXCAVATION OF THE STREAM BANKS AND BED AND APPROACH SECTIONS TO A MINIMUM.2. DIVERT ALL SURFACE WATER FROM THE CONSTRUCTION SITE ONTO UNDISTURBED AREAS ADJOINING THE STREAM.3. KEEP STREAM CROSSING AT RIGHT ANGLES TO THE STREAM FLOW. 4. APPROACH SLOPE TO CENTER LINE OF CROSSING SHALL BE NO GREATER THAN 20%.5. INVERT OF CULVERT MUST BE INSTALLED 12" LOWER THAN EXISTING STREAMBED TO ALLOW FOR AQUATICORGANISM PASSAGE PER NATIONWIDE PERMIT 12.6. GRANULAR BACKFILL MATERIAL CLASS III OR CLASS II, TYPE 1. 7. BEDDING TO CONSIST OF LOOSELY PLACED SELECT MATERIAL CLASS III OR CLASS II, TYPE 1. LEAVE SECTION DIRECTLYBENEATH PIPE UNCOMPACTED AS PIPE SEATING AND BACKFILL WILL ACCOMPLISH COMPACTION.8. SELECT MATERIAL CLASS V OR VI FOR FOUNDATION CONDITIONING. ENCAPSULATE WITH TYPE 2 GEOTEXTILE ASDIRECTED BY THE ENGINEER. PLAN VIEWFLOW℄ ℄FLOWMIN. 6" NCDOT CLASS A STONE MIN. 6" NCDOT #5 OR#57 WASHED STONE CMP CULVERT DIAMETER VARIES (SEE "EC" SHEETS) CMP ENDWALLSIZE VARIES 12'-0" MIN. 20'-0" MAX. A A B B VARIES ℄ CMP CULVERT DIAMETER VARIES (SEE "EC" SHEETS) 1'-0" MIN. VARIES 2'-4" EXIST. STREAMBANK CMP ENDWALL (BEHIND) SIZE VARIES SECTION A-A SECTION B-B GEOTEXTILE FABRIC TO BEKEYED IN AROUND ENTIRESTREAM CROSSINGPERIMETER CMP CULVERT DIAMETER VARIES (SEE "EC" SHEETS) CREEK BED1'-0" MIN. EXIST. STREAMBANK 6" BEDDING (SEE NOTE 7) CMP ENDWALL (BEHIND) ℄6" NCDOT #5 OR #57WASHED STONE GRANULAR BACKFILLCOMPACTED IN MAX. 6" LAYER (SEE NOTE 6) UNDISTURBED GROUND 1'-0" ROAD ℄ ELEV. (SEE TABLE) TOP OF BANK ELEV. 1 (SEE TABLE) TOP OF WALL ELEV. (SEE TABLE) CULVERT INVERT ELEV. (SEE TABLE) SUITABLE FOUNDATION (SEE NOTE 8)OD + 3' TOP OF BANK ELEV. 2 (SEE TABLE) VARIES 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTYCABARRUS COUNTY, NORTH CAROLINALOWER CODDLE CREEK PARALLEL INTERCEPTORSMM MLH 2018-188 DETAILSD-4 -12/14/2020 9:39 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS.DWG TYPICAL PUMP AROUND SETUP PLAN VIEW COFFER DAM PROFILE VIEW EXISTING GROUND STREAM BANK PUMP HOSE STREAM TEMPORARY DEWATERING STRUCTURE PROFILE VIEW (SPECIAL STILLING BASIN) SILT FENCE DETAIL 4-A SILT FENCE OUTLET DETAIL 4-B TEMPORARY CONSTRUCTION ENTRANCE/EXIT DETAIL 4-C STREAM BYPASS DETAIL 4-E COFFER DAM DETAIL 4-D BOULDER TOE DETAIL 4-F PRELIMINARY PLANS NOT FOR CONSTRUCTION SECTION AA BED CREEK OR OR PLAN SANDBAGSAT ANYOPENINGSPRECASTCONCRETEBARRIER PRECASTCONCRETEBARRIER CLASS BRIPRAP SANDBAGSON FACE WATER LEVEL (FIELD VERIFY)WATER LEVEL (FIELD VERIFY) SANDBAGS ATANY OPENINGS NOTES: 1. MATERIAL FROM THE CREEK BED SHALL NOT BE USED FOR COFFER DAM. 2. CREEK BED SHALL BE DISTURBED THE MINIMUM REQUIRED FOR CONSTRUCTION ANDWILL BE RESTORED TO ORIGINAL CONTOURS WHEN WORK IS COMPLETE. 3. ALTERNATIVE COFFER DAM MATERIAL IS ACCEPTABLE BUT SHALL BE APPROVED BYTHE ENGINEER. 4. CIRCULAR OR RECTANGULAR CONFIGURATION MAY BE USED FOR CONSTRUCTION. CLASS BRIPRAP SANDBAGSON FACE NOTE: ALL DISCHARGE FROM DEWATERING THE WORK AREA SHALLBE PUMPED TO EITHER A TEMPORARY SEDIMENT TRAP ORDEWATERING SILT BAG PER DETAILS PROFILE PROPOSED SAN.SEWER PROPOSED SAN.SEWER REVERSE COFFERDAM SET UP REVERSE COFFERDAM SET UP PLASTIC LINER BOTH SIDES OF CONC.BARRIER & PLACED UNDER SAND BAGS 3' MIN. 3' TYP.BUT NO HIGHERTHAN TOP OF BANK 12/04/20 6730 Freedom DriveCharlotte, NC 28214704-919-1900License No. P-0601Gavel & Dorn Engineering, PLLC 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTYCABARRUS COUNTY, NORTH CAROLINALOWER CODDLE CREEK PARALLEL INTERCEPTORSMM MLH 2018-188 DETAILSD-5 - PLAN VIEW SPACING PATTERN FOR LIVE STAKING AND JOINT PLANTING DETAIL 5-C DETAIL 5-D PLANTING SCHEDULE RIPARIAN ZONE (PIEDMONT REGION) DETAIL 5-E STREAMBANK RESTORATION DETAIL 5-A DETAIL C JOINT PLANTING (IN RIP RAP) HIGH PERFORMANCE TURF DETAIL E LIVE STAKE (IN EARTH) DETAIL D REINFORCEMENT MAT ANCHOR DETAIL PLAN VIEW OF RIP RAP PLACEMENT LIMITS DETAIL 5-B PRELIMINARY PLANS NOT FOR CONSTRUCTION 12/14/2020 9:29 AM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS.DWG 12/04/20 6730 Freedom DriveCharlotte, NC 28214704-919-1900License No. P-0601Gavel & Dorn Engineering, PLLC 07/13/20WATER & SEWER AUTHORITY OF CABARRUS COUNTYCABARRUS COUNTY, NORTH CAROLINALOWER CODDLE CREEK PARALLEL INTERCEPTORSMM MLH 2018-188 DETAILSD-6 -12/30/2020 4:28 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS.DWG CORRUGATED STORM PIPE COUPLING DETAIL 6-B FORESTED WETLAND RESTORATION DETAIL 6-A GRAVEL DRIVE DETAIL DETAIL 6-E TEMPORARY LANE CLOSURES DETAIL 6-G REINFORCED CONCRETE STORM PIPE COUPLING DETAIL 6-C NON-JURISDICTIONAL DITCH RESTORATION DETAIL 6-D TEMPORARY SHOULDER CLOSURES DETAIL 6-F PRELIMINARY PLANS NOT FOR CONSTRUCTION 12/04/20 6730 Freedom DriveCharlotte, NC 28214704-919-1900License No. P-0601Gavel & Dorn Engineering, PLLC SEC B-B SEC A-A EXISTING INTERCEPTOR INLET EXISTINGINTERCEPTOR OUTLET TIE INTO PARALLEL RELIEFINERCEPTOR SEC B-B 4'-4"36" DIP7'-0"1'-0" 0'-6" GRADEELEVATION CAST IN PLACE WALL COLLAR (TYP.) (SEE NOTE 14) DI MJ SLEEVE (TYP.) EX. INTERCEPTORSEWER OVERFLOWWEIR WALL 48" X 48"ACCESS HATCH 4'-6"W X 4'-8"HSELF-CONTAINEDWEIR GATE (TOP OF SELF-CONTAININGFRAME SHALL EXTEND ATLEAST 1'-0" ABOVE OVERFLOW WEIR WALL) SEE NOTE 3 SLOPE TO INVERT RELIEFFL ELEV. XX 72" X 48" ACCESS HATCH SLOPE TO BOTTOMOF WEIR OPENING 0'-1" TOP OF OVERFLOWWEIR WALL 0'-6"GRADEELEVATION 4'-6"4'-4"10'-0"7'-0"WEIR OPENING 2'-9" 4'-6"8'-3"30" DIP30" DIP 10'-0"7'-6"48" X 48" ACCESS HATCH (SEE NOTE 6) CAST IN PLACE WALL COLLAR (TYP.) (SEE NOTE 14) DI MJ SLEEVE (TYP.) MIN. 5'-0" DIP STUBCONNECT TO EX. SAN. SEWER WITH COLLAR (TYP.) 30" X 30"SELF-CONTAINEDSLIDE GATE 72" X 48" ACCESS HATCH (SEE NOTE 6) 5'-0"5'-0"4'-6"3'-9"MIN. 5'-0" DIP STUBCONNECT TO RELIEF SAN. SEWER WITH COLLAR (TYP.) ACCESS LADDER (CENTER BETWEEN EDGE OF PIPE AND WALL) 0'-1" EXISTINGFL ELEV. XX EXIST.FL ELEV. XX ACCESS LADDER (CENTER ON ACCESS HATCH) T.O.W. ELEV. (SEE NOTE 4) AIR VENT PERDETAIL 3-M 36" DIP FLOOR BOX (SEE NOTE 8) STEM GUIDE BRACKET (SEE NOTE 11) MIN. 5'-0" DIP STUBCONNECT TO EX. SAN. SEWER WITH COLLAR (TYP.) FLOOR BOX (SEE NOTE 8) 2'-9" FLOOR BOX (SEE NOTE 8) FLOOR BOX (SEE NOTE 8) 4'-6"W X 4'-8"WSELF-CONTAINEDWEIR GATE 30" X 30"SELF-CONTAINEDSLIDE GATE 1'-0" 1'-0" SEE NOTE 9 SEE NOTE 9 SEC A-A SEC A-A INLET WOLF MEADOWBRANCH INLET OUTLETEXISTING LOWER CODDLECREEK INTERCEPTOR TIE INTO PARALLEL RELIEFINERCEPTOR SEC A-A 24" DIP 36" DIP 8'-9"24" DIP 8'-0" 60" X 48" ACCESS HATCH (SEE NOTE 6 ON DETAIL 1-M) CAST IN PLACE WALL COLLAR (TYP.) (SEE NOTE 14 ON DETAIL 1-M) DI MJ SLEEVE (TYP.) MIN. 5'-0" DIP STUBCONNECT TO EX. SAN. SEWER WITH COLLAR (TYP.) 24" X 24"SELF-CONTAINEDSLIDE GATE 4'-9"4'-0"4'-0"4'-0" MIN. 5'-0" DIP STUBCONNECT TO EX. SAN. SEWER WITH COLLAR (TYP.) WALL COLLAR W/45° MJBEND. 36" DIP 0'-6"GRADEELEVATION CAST IN PLACE WALL COLLAR (TYP.) (SEE NOTE 14 ON DETAIL 1-M) EX. 24" INTERCEPTORSEWER 60" X 48" ACCESS HATCH (SEE NOTE 6 ON DETAIL 1-M) EXISTINGFL ELEV. XX RELIEF FL 45° MJ BEND. 1'-0" 1'-0" ACCESS LADDER (CENTER ON ACCESS HATCH) T.O.W. ELEV. (SEE NOTE 4 ON DETAIL 1-M) 24" X 24" SELF-CONTAINEDSLIDE GATE TO BE INSTALLED ON OUTLET (REFER TO PLAN VIEW FOR LOCATION ) FLOOR BOX (SEE NOTE 8 ON DETAIL 1-M) STEM GUIDEBRACKET (SEE NOTE 11 ON DETAIL 1-M) STEM GUIDE BRACKET (SEE NOTE 11 ON DETAIL 1-M) DI MJ SLEEVE (TYP.) 36" X 36"SELF-CONTAINEDSLIDE GATE FLOOR BOX (SEE NOTE 8 ON DETAIL 1-M) FLOOR BOX 36" X 36"SELF-CONTAINEDSLIDE GATE 1'-0" AIR VENT PERDETAIL 3-M 1'-0" SEE NOTE 9 ONDETAIL 1-M FLOOR BOX SEE NOTE 9 ONDETAIL 1-M 08/12/20WATER & SEWER AUTHORITY OF CABARRUS COUNTYCABARRUS COUNTY, NORTH CAROLINALOWER CODDLE CREEK PARALLEL INTERCEPTORPL MLH 2018-188 DIVERSION STRUCTURE MECHANICAL DETAILSM-1 - DETAIL 1-M: LOWER CODDLE TRUNK DIVERSION STRUCTURES (#27A, #74A, & #105) DETAIL 2-M: WOLF MEADOW BRANCH DIVERSION STRUCTURE (#73A) PRELIMINARY PLANS NOT FOR CONSTRUCTION 12/29/2020 10:18 AMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS.DWGNOTES: 1. THE CONTRACTOR SHALL FIELD VERIFY THE “ANTICIPATED EXISTING INLET PIPE INVERT” ELEVATION (REFER TO TABLE BELOW) AND GRADE ELEVATION AT EACH DIVERSION STRUCTURE. THE CONTRACTOR SHALL PROVIDE THE ELEVATIONS TO THE ENGINEER FOR VERIFICATION OF THE ENGINEER'S DESIGN CRITERIA. THE CONTRACTOR SHALL NOT BEGIN WORK ON THE DIVERSION STRUCTURE, INCLUDING BUT NOT LIMITED TO SUBMITTING SHOP DRAWINGS, PURCHASING MATERIALS, AND STARTING CONSTRUCTION, PRIOR TO RECEIVING DIRECTION FROM THE ENGINEER REGARDING THE AFOREMENTIONED ELEVATIONS. THESE ELEVATIONS SHALL BE INCORPORATED INTO THE REBAR SHOP DRAWINGS. 2. ELEVATIONS ARE DIFFERENT FOR EACH DIVERSION STRUCTURE. REFER TO TABLE BELOW. 3. CONTRACTOR SHALL NOTIFY ENGINEER IF THE "EXISTING FL ELEV." RESULTS IN THIS DIMENSION BEING LESS THAN 4'-10" . CONTRACTOR SHALL NOT CONSTRUCT STRUCTURE OR ORDER GATES UNTIL CONFIRMING THIS CRITERIA IS MET AND RECEIVING APPROVAL FROM THE ENGINEER. 4. CONTRACTOR SHALL NOTIFY ENGINEER IF THE "T.O.W. ELEV." IS LESS THAN 6-INCHES ABOVE THE HIGHEST SURROUNDING GRADE. CONTRACTOR SHALL NOT CONSTRUCT STRUCTURE UNTIL CONFIRMING THIS CRITERIA IS MET AND RECEIVING APPROVAL FROM THE ENGINEER. 5. REFER TO "SS" SHEETS FOR DIFFERENT PIPE SLOPES CORRESPONDING TO THE STRUCTURES. 6. ACCESS HATCHES SHALL BE THE "SERIES F1C" MODEL MANUFACTURED BY HALLIDAY PRODUCTS, OR A PRE-APPROVED EQUIVALENT. EACH ACCESS HATCH SHALL INCLUDE FALL PROTECTION. FALL PROTECTION SHALL BE THE "RETRO-GRATE" MODEL MANUFACTURED BY HALLIDAY PRODUCTS, OR A PRE-APPROVED EQUIVALENT. ACCESS HATCHES SHALL BE LOCKABLE AND FLOOD-TIGHT/WATER-TIGHT (CAPABLE OF WITHSTANDING 25-FEET SUBMERGENCE WITHOUT LEAKING). 7. DIMENSIONS OF SLIDE AND WEIR GATES SHALL ALLOW FOR THE GATE ASSEMBLY TO BE REMOVED IN ONE PIECE THROUGH NEAREST HATCH OPENING WITH AT LEAST 3-INCH CLEARANCE ON BOTH SIDES. 8. STEM PENETRATION WITH FLOOR BOX, OPERATING NUT, PACKING GLAND, PIPE NIPPLE, AND POSITION INDICATOR TO BE SUPPLIED BY THE GATE MANUFACTURER FOR EACH SLIDE AND WEIR GATE. FLOOR BOX SHALL BE LOCKABLE. 9. THERE SHALL BE AT LEAST 1'-0" CLEARANCE BETWEEN THE EDGE OF THE FLOOR BOX AND EDGE OF THE HATCH FRAME. CONTRACTOR SHALL NOT CONSTRUCT STRUCTURE OR ORDER HATCHES UNTIL CONFIRMING THIS CRITERIA IS MET AND RECEIVING APPROVAL FROM THE ENGINEER. 10. REFER TO SLIDE AND WEIR GATE SEAL AND MOUNTING DETAILS ON SHEET M-3. 11. STEM GUIDE BRACKETS TO BE SUPPLIED BY THE GATE MANUFACTURER FOR THE PINION SHAFT EXTENSION OF THE GEARBOX. CONTRACTOR SHALL COORDINATE WITH GATE MANUFACTURER FOR PLACEMENT AND QUANTITY REQUIRED. REFER TO GATE SPECIFICATION FOR HEIGHT REQUIREMENTS OF GATE FRAMES. 12. COAT INTERIOR OF CONCRETE WALLS AND TOP SLAB PER SPECIFICATIONS. 13. REFER TO THE STRUCTURAL DRAWINGS FOR DETAILS ON THE ACCESS LADDER. 14. INSTALL WALL COLLAR PER DETAIL 4-M ON SHEET M-2 WITH REBAR PER DETAIL 4.C ON SHEET S-1. NOTES: 1. SEE NOTES FOR "DETAIL 1-M." THE SAME NOTES SHALL APPLY FOR "DETAIL 2-M." * ORIENTATION OF DRAWING FOR DETAIL 1-M MATCHES STRUCTURE #105. FOR STRUCTURES #27A AND #74A, REFER TO THE ORIENTATION OF THE EXISTING INLET/OUTLET PIPES, SLIDE GATE, ACCESS HATCHES, AND AIR VENT SHOWN ON DETAIL 5-M. REFER TO STRUCTURAL DRAWINGS ON SHEETS S-1, S-2 FOR DIVERSION STRUCTURE #27A, S-3 FOR DIVERSION STRUCTURE #74A, AND S-4 FOR DIVERSION STRUCTURE #105.6730 Freedom DriveCharlotte, NC 28214704-919-1900License No. P-0601Gavel & Dorn Engineering, PLLC* REFER TO STRUCTURAL DRAWINGS ON SHEETS S-1 AND S-5 FOR THE WOLF MEADOW BRANCH DIVERSION STRUCTURE. STRAPPED LEG(SEE NOTE 5)HEIGHT OF VENT(REFER TO TABLE ON DETAIL 1-M)12"45° 1/4" 1'-0" 2'-0"8" COUPLING ADAPTER (SEE NOTE 4) 3"Ø 304L SSFLG-PE WALL FITTING 1'-0" ELEV SHOWN ON PLANS 2'-0" ABOVE 100-YEAR FLOOD PLAIN 3/8" 304SS STEEL CAP CONC. WALL (REFER TO STRUCTURAL DETAIL 4.C ON SHEET S-1 FOR REBAR AT PIPE PENETRATIONS) DUCTILE IRON WALL FITTING (SEE NOTE 2)FLOOR WATERSTOP/WALL RING MIN. 2" ALL AROUND RESTRAINED MECHANICAL JOINT SEE NOTE 1 PAINT WALL FITTING PER SPECIFICATIONS PRIOR TO INSTALLATION. AIR VENT 48"X48" ACCESS HATCH INLET OUTLET SLIDE GATE WEIR GATE 72"X48" ACCESS HATCH OVERFLOW RELIEF SEWER AIR VENT 48"X48" ACCESS HATCH INLET OUTLET SLIDE GATE WEIR GATE 72"X48" ACCESS HATCH OVERFLOW RELIEF SEWER DIVERSION STRUCTURES #27A & #74A DIVERSION STRUCTURE #105 WEIR GATE FLOOR BOX SLIDE GATE FLOOR BOX SLIDE GATE FLOOR BOX WEIR GATE FLOOR BOX 08/12/20WATER & SEWER AUTHORITY OF CABARRUS COUNTYCABARRUS COUNTY, NORTH CAROLINALOWER CODDLE CREEK PARALLEL INTERCEPTORPL MLH 2018-188 DIVERSION STRUCTURE MECHANICAL DETAILSM-2 - DETAIL 3-M: DIVERSION STRUCTURE AIR VENT 12/21/2020 1:19 PM S:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS.DWG DETAIL 4-M: DIVERSION STRUCTURE PIPE PENETRATION NOTES: 1. UNLESS OTHERWISE INDICATED IN THE STANDARD DETAILS AND NOTES BELOW, COMPONENTS OF THIS STANDARD DETAIL SHALL BE IN ACCORDANCE WITH SPECIFICATIONS. 2. VENT PIPE WILL BE 3" DIAMETER PIPE MADE WITH SCHEDULE 5S 304L STAINLESS STEEL. 3. TWO 3"X 38" 316SS STRAPS, AND 58"X4" 316SS EXPANSION ANCHOR BOLTS SHALL BE USED TO SECURELY ANCHOR VENT. 4. MANUFACTURED BY FERNCO MODEL 1056-300 OR PRE-APPROVED EQUIVALENT. 5. THE FOLLOWING TABLE SHALL BE USED TO DETERMINE THE LENGTH OF THE STRAPPED LEG: HEIGHT OF VENT PIPE UP TO 6.00' 6.01' TO 8.00' 8.01' TO 10.00' 10.01' TO 12.00' OVER 12.01' LEG OF STRAPPED LEG 3.00' 4.00' 5.00' 6.00' 7.00' PRELIMINARY PLANS NOT FOR CONSTRUCTION 6730 Freedom DriveCharlotte, NC 28214704-919-1900License No. P-0601Gavel & Dorn Engineering, PLLCDETAIL 5-M: DIVERSION STRUCTURE ORIENTATION DETAILS NOTES: 1. 6" FOR DIVERSION STRUCTURES #27A, #73A, AND #105; 1'-6" FOR WOLF MEADOW BRANCH DIVERSION STRUCTURE. 2. PE-MJ FOR DIVERSION STRUCTURES #27A, #74A, AND #105; PE-PE FOR THE WOLF MEADOW BRANCH DIVERSION STRUCTURE. GUIDE SECTION TOP SEAL SECTION BOTTOM INVERT SECTION ADHESIVE ANCHOR WITH (2) HEX NUTS REPLACEABLE GUIDE SEAT/SEAL COMPRESSION CORD SLIDE PLATE 1" GROUT FL INVERT GROUT SLIDE PLATE SEAL RETAINER REPLACEABLE INVERT SEAL ANCHOR STRAP 7" BOXOUT 3" BOXOUT OPENING FLOOR OPENING WALL 1" GROUTADHESIVE ANCHOR WITH (2) HEX NUTS SLIDE PLATE SPRING CORD REPLACEABLE SEAL OPENING WALL 3" GUIDE SECTION TOP SEAL SECTION BOTTOM INVERT SECTION ADHESIVE ANCHOR WITH (2) HEX NUTS REPLACEABLE GUIDE SEAT/SEAL COMPRESSION CORD SLIDE PLATE 1" GROUT STEM GUIDE ADHESIVE ANCHOR WITH (2) HEX NUTS 1" GROUT REPLACEABLE SEAL SLIDE PLATE 1" GROUTADHESIVE ANCHOR WITH (2) HEX NUTS SLIDE PLATE SPRING CORD REPLACEABLE SEAL 1" OPENING WALL OPENING WALL OPENING WALL 3"8/12/2020 3:46 PMS:\PROJECTS\WSACC\LOWER CODDLE CREEK\DRAWINGS\CAD WORKING\PLAN SHEETS\DETAILS.DWG08/12/20WATER & SEWER AUTHORITY OF CABARRUS COUNTYCABARRUS COUNTY, NORTH CAROLINALOWER CODDLE CREEK PARALLEL INTERCEPTORPL MLH 2018-188 DIVERSION STRUCTURE MECHANICAL DETAILSM-3 - DETAIL 6-M: SLIDE GATE SEAL AND MOUNTING DETAILS 6730 Freedom DriveCharlotte, NC 28214704-919-1900License No. P-0601Gavel & Dorn Engineering, PLLCDETAIL 7-M: WEIR GATE SEAL AND MOUNTING DETAILS PRELIMINARY PLANS NOT FOR CONSTRUCTION