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Home My WebLink About20160849 Ver 1_Mitigation Project_Final Plans_20200423R1FDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPFPFPFPFPF P FPFP FPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP30323331CECECECECECECECECECECE CECECECE CECECECECECECECECECECEC E CECECECECECECECECECECECECECECE CE CE CECECECE CECECECECE CECECECECECECE CECECECECECECE CE CE CE CECECECECECECECECECECECECECECEC E CE CECECECECECECECECECECECECECECECE CECE CECECECECECE CE CE CE CE CE CECECECECECECECECECECECECECE CE CE CE CECECECE CE CE CECECECECECECECECECECECECE CE CE CE CEC E C E CECECE CECEC E CE CE CECECECECECECECECECE8910111213141415 16 17 1 8 1920212223 242225BEGIN CONSTRUCTION R8STA. 10+00BEGIN CONSTRUCTION R7STA. 11+06BEGIN CONSTRUCTION R7ASTA. 10+00BEGIN CONSTRUCTION R4STA. 10+00END CONSTRUCTION R2STA. 16+35R2 R4 R3R5R5A R6R7AR7 R8BAILEY ROAD END CONSTRUCTION R1STA. 47+32END CONSTRUCTION R8STA. 11+28BEGIN CONSTRUCTION R5ASTA. 10+00BEGIN CONSTRUCTION R5STA. 10+00BEGIN CONSTRUCTION R2STA. 10+00END CONSTRUCTION R6STA. 15+38END CONSTRUCTION R4STA. 17+17END CONSTRUCTION R5STA. 41+64END CONSTRUCTION R3BEGIN CONSTRUCTION R1STA. 23+80END CONSTRUCTION R5ASTA. 12+08BEGIN CONSTRUCTION R6STA. 10+00END CONSTRUCTION R7STA. 19+69END CONSTRUCTION R7ASTA. 13+16BEGIN CONSTRUCTION R3STA. 10+0026272829PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERSDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-1480FINAL MIT PLANB4-23-201" = 500'4-23-2016-001CATAPLN/A01_UPPER ROCKY_COVER.DWGMECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONPROJECTN O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SAPLCOVERSHEETN/AUPPER ROCKY MITIGATION PROJECTSHEET INDEX1234-89-2930-33COVER SHEETLEGEND/CONSTRUCTIONSEQUENCE /GENERALNOTESTYPICAL SECTIONSDETAILSPLAN AND PROFILEREVEGETATION PLANMECKLENBURG COUNTY, NORTH CAROLINAYADKIN RIVER BASIN (CU 03040105)USACE ACTION ID # SAW-2015-01816TYPE OF WORK : STREAM AND WETLAND MITIGATIONPROJECT SUMMARY01_UPPER ROCKY_COVER.DWG1VICINITY MAPN.T.S.PROJECTLOCATIONBAILEY ROADOLD STATESVILLEROADMAYES ROADBARNHARDTROAD DAVIDSONCONCORD ROADSAM FURR ROADE. ROCKYRIVER ROAD PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERSDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEHORIZ. SCALE :VERT. SCALE :WATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-1480FINAL MIT PLANB4-23-20N.T.S.4-23-2016-001CATAPLN/A02_UPPER ROCKY_GENERAL NOTES - SYMBOL_SHEET.DWGMECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONPROJECTN O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N S GENERAL NOTESLEGEND/CONSTRUCTIONSEQUENCE/GENERAL NOTESCONSTRUCTION SEQUENCEGRADING NOTESLEGENDLOG VANELOG WEIRGRADE CONTROL LOG J-HOOK VANEPROPOSED CONSERVATION EASEMENT BOUNDARYCECE100EXISTING MAJOR CONTOUR101EXISTING MINOR CONTOUR100PROPOSED MAJOR CONTOUR101PROPOSED MINOR CONTOUREXISTING TREECHANNEL BLOCKCHANNEL FILLLODLODLIMITS OF DISTURBANCEPROPOSED TOP OF STREAM BANKEXISTING PROPERTY BOUNDARYTEMPORARY STREAM CROSSINGPERMANENT STREAM CROSSINGPROPOSED CENTERLINE (THALWEG)GEOLIFT W/ TOEWOODFEMA 100 YEAR FLOOD PLAINC/FC/FCUT/FILL LIMITSWLBWLBEXISTING WETLAND BOUNDARYXXPROPOSED FIELD FENCETPTPPROPOSED TREE PROTECTION FENCECONSTRUCTED STONE RIFFLEPROPOSED OUTLET CHANNELCONSTRUCTED LOG RIFFLEEXISTING OVERHEAD ELECTRICFPFPOUEXISTING WOODLINE15+00EXISTING FENCEXPROPOSED GATE2THE ENGINEER WILL PROVIDE CONSTRUCTION OBSERVATION DURING THECONSTRUCTION PHASE OF THIS PROJECT. THE GENERAL CONSTRUCTIONSEQUENCE SHALL BE USED DURING IMPLEMENTATION OF THE PROPOSED PROJECTCONSTRUCTION. CONTRACTOR SHALL REFER TO THE APPROVED PERMITS FORSPECIFIC CONSTRUCTION SEQUENCE ITEMS AND SHALL BE RESPONSIBLE FORFOLLOWING THE APPROVED PLANS AND PERMIT CONDITIONS.1.THE CONTRACTOR SHALL NOTIFY “NC 811” (1-800-632-4949) BEFORE ANYEXCAVATION BEGINS. ANY UTILITIES AND RESPECTIVE EASEMENTS SHOWN ON THEPLANS ARE CONSIDERED APPROXIMATE AND THE CONTRACTOR SHALL NOTIFY THEENGINEER OF ANY DISCREPANCIES. THE CONTRACTOR IS RESPONSIBLE FORLOCATING ALL UTILITIES AND ADJOINING EASEMENTS AND SHALL REPAIR ORREPLACE ANY DAMAGED UTILITIES AT HIS/HER OWN EXPENSE.2.THE CONTRACTOR SHALL MOBILIZE EQUIPMENT, MATERIALS AND PREPARESTAGING AREA(S) AND STOCKPILE AREA(S) AND HAUL ROADS AS SHOWN ON THEPLANS.3.CONSTRUCTION TRAFFIC SHALL BE RESTRICTED TO THE PROJECT AREABOUNDARIES OR AS DENOTED “LIMITS OF DISTURBANCE” OR “HAUL ROADS” ON THEPLANS.4.THE CONTRACTOR SHALL INSTALL APPROVED TEMPORARY SEDIMENTATION ANDEROSION CONTROL MEASURES AT LOCATIONS INDICATED ON THE PLANS.5.THE CONTRACTOR SHALL INSTALL TEMPORARY SILT FENCE AROUND ALL STAGINGAREA(S). TEMPORARY SILT FENCING WILL ALSO BE PLACED AROUND THETEMPORARY STOCKPILE AREAS AS MATERIAL IS STOCKPILED THROUGHOUT THECONSTRUCTION PERIOD.6.THE CONTRACTOR SHALL INSTALL ALL TEMPORARY AND PERMANENT STREAMCROSSINGS AS SHOWN ON THE PLANS IN ACCORDANCE WITH THE SEDIMENTATIONAND EROSION CONTROL PERMIT. THE EXISTING CHANNEL AND DITCHES ON SITEWILL REMAIN OPEN DURING THE INITIAL STAGES OF CONSTRUCTION TO ALLOW FORDRAINAGE AND TO MAINTAIN SITE ACCESSIBILITY.7.THE CONTRACTOR SHALL CONSTRUCT ONLY THE PORTION OF THE PROPOSEDCHANNEL THAT CAN BE COMPLETED AND STABILIZED WITHIN THE SAME DAY. THECONTRACTOR SHALL APPLY TEMPORARY AND PERMANENT SEEDING, MATTING ANDMULCHING TO ALL DISTURBED AREAS AT THE END OF EACH WORK DAY.8.THE CONTRACTOR SHALL CLEAR AND GRUB AN AREA ADEQUATE TO CONSTRUCTTHE STREAM CHANNEL AND GRADING OPERATIONS AFTER ALL SEDIMENTATION ANDEROSION CONTROL PRACTICES HAVE BEEN INSTALLED AND APPROVED. INGENERAL, THE CONTRACTOR SHALL WORK FROM UPSTREAM TO DOWNSTREAM ANDIN-STREAM STRUCTURES AND CHANNEL FILL MATERIAL SHALL BE INSTALLED USINGA PUMP-AROUND OR FLOW DIVERSION MEASURE AS SHOWN ON THE PLANS.9.THE CONTRACTOR WILL BEGIN CONSTRUCTION BY EXCAVATING CHANNEL FILLMATERIAL IN AREAS ALONG THE EXISTING CHANNEL. THE CONTRACTOR MAY FILLDITCHES WHICH DO NOT CONTAIN ANY WATER DURING THE GRADING OPERATIONS.ALONG DITCHES WITH WATER OR STREAM REACHES, EXCAVATED MATERIALSHOULD BE STOCKPILED IN DESIGNATED AREAS SHOWN ON THE PLANS. IN ANYAREAS WHERE EXCAVATION DEPTHS WILL EXCEED TEN INCHES, TOPSOIL SHALL BESEPARATED, STOCKPILED AND PLACED BACK OVER THESE AREAS TO A DEPTH OFEIGHT INCHES TO ACHIEVE DESIGN GRADES AND CREATE A SOIL BASE FORVEGETATION PLANTING ACCORDING TO THE DESIGN PLANS AND CONSTRUCTIONSPECIFICATIONS.10.CONTRACTOR SHALL BEGIN DESIGN CHANNEL CONSTRUCTION AT STATION 10+00AND PROCEED IN A DOWNSTREAM DIRECTION. THE DESIGN CHANNEL SHOULD BECONSTRUCTED OFFLINE AND/OR IN THE DRY WHENEVER POSSIBLE.11.AFTER EXCAVATING THE CHANNEL TO DESIGN GRADES, INSTALL IN-STREAMSTRUCTURES, GRASSING, MATTING, AND TEMPORARY VEGETATION IN THISSECTION, AND READY THE CHANNEL TO ACCEPT FLOW PER APPROVAL BY THEENGINEER.12.FLOWING WATER MAY BE TURNED INTO THE CONSTRUCTED CHANNEL ONCE THEAREA IN AND AROUND THE NEW CHANNEL HAS BEEN STABILIZED. IMMEDIATELYBEGIN PLUGGING, FILLING, AND GRADING THE ABANDONED CHANNEL, AS INDICATEDON PLANS, MOVING IN A DOWNSTREAM DIRECTION TO ALLOW FOR DRAINAGE OFTHE OLD CHANNELS. NO FLOWING WATER SHALL BE TURNED INTO ANY SECTION OFRESTORED CHANNEL PRIOR TO THE CHANNEL BEING COMPLETELY STABILIZEDWITH ALL IN-STREAM STRUCTURES INSTALLED.13.THE NEW CHANNEL SECTIONS SHALL REMAIN OPEN ON THE DOWNSTREAM END TOALLOW FOR DRAINAGE DURING RAIN EVENTS.14.ANY GRADING ACTIVITIES ADJACENT TO THE EXISTING OR LIVE STREAM CHANNELSHALL BE COMPLETED PRIOR TO TURNING WATER INTO THE NEW STREAM CHANNELSEGMENTS. GRADING ACTIVITIES SHALL NOT BE PERFORMED WITHIN 10 FEET OFTHE NEW STREAM CHANNEL BANKS. THE CONTRACTOR SHALL NOT GRADE ORROUGHEN ANY AREAS WHERE EXCAVATION ACTIVITIES HAVE NOT BEENCOMPLETED.15.ONCE A STREAM WORK PHASE IS COMPLETE, APPLY TEMPORARY SEEDING TO ANYAREAS DISTURBED DURING CONSTRUCTION WITHIN HOURS AND ALL SLOPESSTEEPER THAN 3:1 SHALL BE STABILIZED WITH GROUND COVER AS SOON ASPRACTICABLE WITHIN 7 CALENDAR DAYS. ALL OTHER DISTURBED AREAS ANDSLOPES FLATTER THAN 3:1 SHALL BE STABILIZED WITHIN 14 CALENDAR DAYS FROMTHE LAST LAND-DISTURBING ACTIVITY.16.PERMANENT SEEDING SHALL BE PLACED ON ALL DISTURBED AREAS WITHIN 15WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWINGCOMPLETION OF CONSTRUCTION. ALL DISTURBED AREAS SHOULD HAVEESTABLISHED GROUND COVER PRIOR TO DEMOBILIZATION. REMOVE ANYTEMPORARY STREAM CROSSINGS AND TEMPORARY EROSION CONTROL MEASURES.17.THE CONTRACTOR SHALL TREAT AREAS OF INVASIVE SPECIES VEGETATIONTHROUGHOUT THE PROJECT AREA ACCORDING TO THE DESIGN PLANS ANDCONSTRUCTION SPECIFICATIONS PRIOR TO DEMOBILIZATION.18.THE CONTRACTOR SHALL PLANT WOODY VEGETATION AND LIVE STAKES,ACCORDING TO PLANTING DETAILS AND SPECIFICATIONS. THE CONTRACTOR SHALLCOMPLETE THE REFORESTATION PHASE OF THE PROJECT AND APPLY PERMANENTSEEDING AT THE APPROPRIATE TIME OF THE YEAR.19.THE CONTRACTOR SHALL BE RESPONSIBLE FOR OFF-SITE REMOVAL OF ALL TRASH,EXCESS BACKFILL, AND ANY OTHER INCIDENTAL MATERIALS PRIOR TODEMOBILIZATION OF EQUIPMENT FROM THE SITE. THE DISPOSAL AND STOCKPILELOCATIONS SELECTED MUST BE APPROVED TO THE ENGINEER AND ANY FEESSHALL BE PAID FOR BY THE CONTRACTOR.1.THE PROJECT SITE IS LOCATED IN MECKLENBURG COUNTY, NORTH CAROLINA,APPROXIMATELY 4.5 MILES NORTHEAST OF THE TOWN OF HUNTERSVILLE AS SHOWN ONTHE COVER SHEET VICINITY MAP. TO ACCESS THE SITE FROM RALEIGH, TAKE I-40 W OUTOF RALEIGH. CONTINUE ON I-85 FOLLOWING SIGNS FOR I-73/US 421. TAKE EXIT 55 ANDMERGE ONTO NC 73 W. TURN RIGHT ONTO MAYES ROAD. TURN RIGHT ONTO BARNHARDTROAD. CONTINUE ONTO BAILEY ROAD. PROJECT STARTS AT CULVERT THAT CROSSESUNDER BAILEY ROAD JUST SOUTH WILLIAM HOUGH HIGH SCHOOL.2.THE PROJECT SITE BOUNDARIES ARE SHOWN ON THE DESIGN PLANS AS THE PROPOSEDCONSERVATION EASEMENT. THE CONTRACTOR SHALL PERFORM ALL RELATED WORKACTIVITIES WITHIN THE PROJECT SITE BOUNDARIES AND/OR WITHIN THE LIMITS OFDISTURBANCE (LOD). THE PROJECT SITE SHALL BE ACCESSED THROUGH THEDESIGNATED ACCESS POINTS SHOWN ON THE PLANS. THE CONTRACTOR IS RESPONSIBLEFOR MAINTAINING PERMITTED ACCESS THROUGHOUT ALL CONSTRUCTION ACTIVITIES.3.THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS AND MEASURES TOPROTECT ALL PROPERTIES FROM DAMAGE. THE CONTRACTOR SHALL REPAIR ALLDAMAGE CAUSED BY HIS/HER OPERATIONS TO ALL PUBLIC AND PRIVATE PROPERTY ANDLEAVE THE PROPERTY IN GOOD CONDITION AND/OR AT LEAST EQUIVALENT TO THEPRE-CONSTRUCTION CONDITIONS. UPON COMPLETION OF ALL CONSTRUCTIONACTIVITIES, THE AREA IS TO BE RESTORED TO A CONDITION EQUAL TO OR BETTER THANFOUND PRIOR TO CONSTRUCTION.4.THE TOPOGRAPHIC BASE MAP WAS DEVELOPED USING SURVEY DATA COLLECTED BY LDSIIN THE LATER SUMMER OF 2018. THE HORIZONTAL DATUM WAS TIED TO NAD83 NC STATEPLANE COORDINATE SYSTEM, US SURVEY FEET AND NAVD88 VERTICAL DATUM USING VRSNETWORK AND NCGS MONUMENT. IT IS POSSIBLE THAT EXISTING ELEVATIONS AND SITECONDTIONS MAY HAVE CHANGED SINCE THE ORIGINAL SURVEY WAS COMPLETED DUE TOEROSION, AND/OR SEDIMENT ACCRETION. IT IS THE CONTRACTOR'S RESPONSIBILITY TOCONFIRM EXISTING GRADES AND ADJUST QUANTITIES, EARTHWORK, AND WORK EFFORTSAS NECESSARY.5.THE CONTRACTOR SHALL VISIT THE CONSTRUCTION SITE AND THOROUGHLY FAMILIARIZEHIM/HERSELF WITH ALL EXISTING CONDITIONS. PRIOR TO BEGINNING CONSTRUCTION.THE CONTRACTOR SHALL VERIFY THE ACCURACY AND COMPLETENESS OF THECONSTRUCTION SPECIFICATIONS AND DESIGN PLANS REGARDING THE NATURE ANDEXTENT OF THE WORK DESCRIBED.6.THE CONTRACTOR SHALL BRING ANY DISCREPANCIES BETWEEN THE CONSTRUCTIONPLANS AND SPECIFICATIONS AND/OR FIELD CONDITIONS TO THE ATTENTION OF THESPONSORS ENGINEER BEFORE CONSTRUCTION BEGINS.7.THERE SHALL BE NO CLEARING OR REMOVAL OF ANY NATIVE SPECIES VEGETATION ORTREES OF SIGNIFICANCE, OTHER THAN THOSE INDICATED ON THE PLANS OR AS DIRECTEDBY THE ENGINEER.8.THE CONTRACTOR SHALL EXERCISE CARE DURING GRADING ACTIVITIES IN THE VICINITYOF NATIVE VEGETATION AND TREES OF SIGNIFICANCE AT THE CONSTRUCTION SITE. ALLGRADING IN THE VICINITY OF TREES NOT IDENTIFIED FOR REMOVAL SHALL BE MADE IN AMANNER THAT DOES NOT DISTURB THE ROOT SYSTEM WITHIN THE DRIP LINE OF THETREE.9.WORK ACTIVITIES ARE BEING PERFORMED AS AN ENVIRONMENTAL RESTORATION PLANNEAR PRIVATE RESIDENCES. THE CONTRACTOR SHALL MAKE ALL REASONABLE EFFORTSTO REDUCE SEDIMENT LOSS, PROTECT PUBLIC SAFETY, AND MINIMIZE DISTURBANCE OFTHE SITE WHILE PERFORMING THE CONSTRUCTION WORK. ALL AREAS SHALL BE KEPTNEAT, CLEAN, AND FREE OF ALL TRASH AND DEBRIS, AND ALL REASONABLE PRECAUTIONSSHALL BE TAKEN TO AVOID DAMAGE TO EXISTING ROADS, VEGETATION, TURF,STRUCTURES, AND PRIVATE PROPERTY10.PRIOR TO START OF WORK, THE CONTRACTOR SHALL SUBMIT THE SOURCE OFMATERIALS, INCLUDING AGGREGATES, EROSION CONTROL MATTING, WOOD AND NATIVEPLANTING MATERIAL TO THE ENGINEER FOR REVIEW AND APPROVAL. NO WORK SHALL BEPERFORMED UNTIL THE SOURCE OF MATERIAL IS APPROVED BY THE ENGINEER.11.THE CONTRACTOR SHALL BE HELD SOLELY RESPONSIBLE FOR ANY NECESSARYCOORDINATION BETWEEN THE VARIOUS COUNTY, STATE OR FEDERAL AGENCIES, UTILITYCOMPANIES, HIS/HER SUB-CONTRACTORS, AND THE ENGINEER FOR THE DURATION OFTHE PROJECT.12.PRIOR TO START OF WORK, THE CONTRACTOR SHALL SUBMIT THEIR DETAILED PLANTINGSCHEDULE TO THE ENGINEER FOR REVIEW. NO WORK SHALL BE PERFORMED UNTIL THISSCHEDULE IS APPROVED BY THE ENGINEER. THE DETAILED PLANTING SCHEDULE SHALLCONFORM TO THE PLANTING REVEGETATION PLAN AND SHALL INCLUDE A SPECIES LISTAND TIMING SEQUENCE13.THE CONTRACTOR IS REQUIRED TO INSTALL IN-STREAM STRUCTURES AND CULVERTPIPES USING A BACKHOE/EXCAVATOR WITH A HYDRAULIC THUMB OF SUFFICIENT SIZE TOPLACE STRUCTURES INCLUDING LOGS, STONE, BOULDERS, ROOT WADS, AND TEMPORARYWOOD MAT STREAM CROSSINGS.1.NO GRADING ACTIVITIES SHALL OCCUR BEYOND THEPROJECT LIMITS OF DISTURBANCE (LOD) AS SHOWN ONTHE DESIGN PLANS.2.ONCE PROPOSED GRADES ARE ACHIEVED ALONG THECONSTRUCTED STREAM CHANNEL, BANKFULL BENCHESAND FLOODPLAIN AREAS AS SHOWN ON THE PLANS,GRADED AREAS SHALL BE ROUGHENED USINGTECHNIQUES DESCRIBED IN THE CONSTRUCTIONSPECIFICATIONS.3.SUITABLE SOIL MATERIAL REQUIRED TO FILL AND/OR PLUGEXISTING DITCHES AND/OR STREAM CHANNEL SHALL BEGENERATED ON-SITE AND IMPORTED FROM OFFSITE ASDESCRIBED IN THE CONSTRUCTION SPECIFICATIONS. ANYEXCESS/UNSUITABLE SPOIL MATERIAL SHALL BESTOCKPILED IN DESIGNATED AREAS AND OR HAULEDOFF-SITE AS APPROVED BY THE ENGINEER.ROCK WEIRSTONE AND LOG STEP-POOLROCK CROSS VANEGRADE CONTROL ROCK J-HOOKWATER QUALITY TREATMENT FEATUREEXISTING WETLAND AREAPROPOSED WETLAND AREASFEMA FLOODWAYFDWAYFDWAYVERNAL POOL/ FLOODPLAIN DEPRESSION RIFFLE WITH BANKFULL BENCHTOP OF TERRACEPOOLPOOL WITH BANKFULL BENCHOUTLET CHANNELWbkfD-max3:13:1WbEXISTINGGROUNDPROPOSEDGROUNDN.T.SN.T.SN.T.SN.T.SRIFFLEWbkfD-max2:1-3.1:12:1-3.1:1WbD-max1.3:1-2.4:13.3:1-5:1 WbkfWbEXISTINGGROUNDEXISTINGGROUNDPROPOSEDGROUNDPROPOSEDGROUNDN.T.SWbkfD-maxWbPROPOSEDGROUNDEXISTINGGROUNDVARIESVARIES3:13:1D-maxWbkfWb3:1EXISTINGGROUND3:1 TOP OF TERRACEVARIESVARIES2:1- 3 . 1 : 12:1-3.1:11.3:1-2.4:13 . 3 : 1 - 5 : 1PROPOSEDGROUND PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERSDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEHORIZ. SCALE :VERT. SCALE :WATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-1480FINAL MIT PLANB4-23-20N.T.S.4-23-2016-001CATAPLN/A03_UPPER ROCKY_TYPICAL_SECTIONS.DWGMECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONPROJECTN O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N STYPICALSECTIONS03_UPPER ROCKY_TYPICAL_SECTIONS.DWGReach NameR1R2R3R4R5R5AR6R7R7AR8FeatureRifflePoolRifflePoolRifflePoolRifflePoolRifflePoolRifflePoolRifflePoolRifflePoolRifflePoolRifflePoolOutletChannelWidth of Bankfull, Wbkf (ft)18.028.08.512.015.023.09.013.010.015.05.07.011.017.07.511.08.511.08.011.03.0 (MIN.)Average Depth, Dbkf (ft)1.62.50.60.91.32.10.60.90.81.30.40.60.91.40.61.10.61.10.60.8N/AMaximum Depth, D-Max (ft)2.04.00.81.51.73.50.81.51.02.30.51.01.12.50.82.00.82.00.81.50.5Width to Depth Ratio, bkf W/D11.611.414.513.711.510.915.615.213.211.313.911.912.911.811.89.913.99.912.714.2N/ABankfull Area, Abkf (sq ft)28.069.05.010.519.648.55.211.17.619.91.84.19.424.54.812.35.212.35.08.5N/ABottom Width, Wb (ft)10.010.04.04.08.08.04.04.06.06.03.03.06.06.04.04.04.04.04.04.0N/A3 PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERSDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEHORIZ. SCALE :VERT. SCALE :WATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-1480FINAL MIT PLANB4-23-20N.T.S.4-23-2016-001CATAPLN/A04-08_UPPER ROCKY_DETAIL_SHEETS.DWGMECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONPROJECTN O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SDETAILSNOTES:1. LOGS SHOULD BE AT LEAST 10" IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD, AND RECENTLY HARVESTED.2. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.3. ROOTWADS SHOULD BE PLACED BENEATH THE HEADER LOG AND PLACED SO THAT IT LOCKS THE HEADER LOG INTO THE BANK. SEE ROOTWAD DETAIL.4. BOULDERS OF SUFFICIENT SIZE CAN PLACED ON TOP OF HEADER LOG FOR ANCHORING, PER DIRECTION OF ENGINEER.5. LOGS SHOULD BE BURIED INTO THE STREAM BED AND BANKS AT LEAST 5 FEET.6. GEOTEXTILE FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.7. TRANSPLANTS CAN BE USED INSTEAD OF ROOTWADS, PER DIRECTION OF ENGINEER.LOG VANEPLAN VIEWSECTION A-APROFILE B-BAAFLOWSCOURPOOL2/3 BANKFULLSTAGENON-WOVENGEOTEXTILE FABRICROOT WAD(OPTIONAL)BURY LOGS INTOBANK AT LEAST 5'4% TO 7%ARM SLOPEFOOTER LOGHEADERLOG1'2/3 BANKFULL STAGEFLOWRESTORED STREAMBED ELEVATIONBOULDER(OPTIONAL)ARM ANGLE20° TO 30°BOULDER(OPTIONAL)BTOP OF STREAM BANKBINVERT/GRADE POINTHEADERLOGSTONE BACKFILLNON-WOVENGEOTEXTILE FABRIC5' MINIMUMFOOTER LOGSTREAMBEDSCOURPOOLINVERTELEVATIONTOP OF STREAM BANKFLOWROOT WADNOT TO SCALEAABBFLOWBEGIN STEP INVERTELEVATIONSTONEBACKFILLLARGESTONEBACKFILLALONG TOETOE OFSTREAM BANKTOP OF STREAM BANKPOOL WIDTH(1.3X BANKFULLWIDTH)POOL TO POOL SPACINGVARIES. SEE NOTE #9 FOR POOLSPACING REQUIREMENTS.STEP INVERTELEVATIONFLOWH = STEPHEIGHTNON-WOVENGEOTEXTILEFABRICPOOLPROFILE B-BSTONE AND LOG STEP POOL BASEFLOWBANKFULL STAGERESTOREDSTREAMBEDHEADERLOGFOOTERLOGSECTION A-ASET INVERT ELEVATIONBASED ON DESIGN PROFILETRANSPLANTSOR LIVE STAKESBANKFULL STAGETOP OF STREAM BANKBASEFLOW BURY INTOBANK 5'MINIMUM(TYP.)1% - 2% CROSS SLOPEEND STEP INVERTELEVATIONSCOURPOOLSCOURPOOLNOTES: LARGE STONEBACKFILL5' MINIMUMPLAN VIEW10. INTERIOR LOGS SHOULD BE AT A SLIGHT ANGLE (~70 DEGREES) FROM THESTREAMBANK AND CROSS SLOPES SHOULD BE 1-2%.11. PLACE FOOTER LOGS FIRST AND THEN HEADER (TOP) LOG. SET HEADERLOG AT A MAXIMUM OF 3 INCHES ABOVE THE INVERT ELEVATION.12. AVERAGE STEP HEIGHTS/DROPS SHALL NOT EXCEED 0.5 UNLESS SHOWNOTHERWISE.13. CUT A NOTCH IN THE HEADER LOG APPROXIMATELY 30% OF THE CHANNELBOTTOM WIDTH AND EXTENDING DOWN TO THE INVERT ELEVATION. NOTCHSHALL BE USED TO CENTER FLOW AND NOT EXCEED 3 INCHES IN DEPTH.14. THE NUMBER OF STEPS MAY VARY BETWEEN BEGINNING AND ENDSTATIONING. SEE LONGITUDINAL PROFILE FOR STATION AND ELEVATION.15. USE GEOTEXTILE FABRIC FOR DRAINAGE TO SEAL GAPS BETWEEN LOGS.16. PLACE VEGETATION TRANSPLANTS FROM TOE OF STREAMBANK TO TOP OFSTREAMBANK.17. SEE TYPICAL SECTION FOR CHANNEL DIMENSIONS.1.LOGS SHOULD BE AT LEAST 12 INCHES IN DIAMETER, RELATIVELY STRAIGHT HARDWOOD ANDRECENTLY HARVESTED.2.LOGS >24 INCHES IN DIAMETER MAY BE USED ALONE WITHOUT AN ADDITIONAL LOG FILTER FABRICSHOULD STILL BE USED TO SEAL AROUND LOG. LOGS SHOULD EXTEND INTO THE BANKS 5' ON EACHSIDE.3. SOIL SHALL BE WELL COMPACTED AROUND BURIED PORTION OF FOOTER LOGS WITH BUCKET OFTRACK HOE.4. INSTALL GEOTEXTILE FILTER FABRIC UNDERNEATH LOGS.5. UNDERCUT POOL BED ELEVATION 8 INCHES TO ALLOW FOR LAYER OF STONE. INSTALL LARGE STONEBACKFILL ALONG SIDE SLOPES.6. INSTALL EROSION CONTROL MATTING ALONG COMPLETED BANKS SUCH THAT THE EROSION CONTROLMATTING AT THE TOE OF THE BANK EXTENDS DOWN TO THE UNDERCUT ELEVATION.7. INSTALL LARGE STONE BACKFILL ALONG SIDE SLOPES.8. FINAL CHANNEL BED SHAPE SHOULD BE ROUNDED, COMPACTED, AND CONCAVE, WITH THE ELEVATIONOF THE BED APPROXIMATELY 0.5 FT DEEPER IN THE CENTER THAN AT THE EDGES.9. AVERAGE POOL TO POOL SPACING SHALL BE SHOWN ON THE PROFILE OR SPECIFIED BY ENGINEERBASED ON EXISTING CONDITIONS SUCH AS SLOPE AND SUITABLE FILL MATERIAL. RIFFLE STEP-POOLSOR CASCADE POOLS MAY BE SUBSTITUTED IN AREAS WHERE EXISTING SLOPES EXCEED 10% ASDETERMINED BY THE ENGINEER.NOT TO SCALEEROSION CONTROLMATTINGNOTCH (SEENOTE 13)NOTCH (SEENOTE 13)NOTCH (SEENOTE 13)LOG WEIRBBAAINVERTELEVATION~1.3X CHANNEL WIDTHPOOL LENGTH FLOWSCOURPOOLPLAN VIEWNOTES: 1.LOGS SHOULD BE AT LEAST 12 INCHES IN DIAMETER, RELATIVELY STRAIGHTHARDWOOD AND RECENTLY HARVESTED.2.LOGS >24 INCHES IN DIAMETER MAY BE USED ALONE WITHOUT ANADDITIONAL LOG FILTER FABRIC SHOULD STILL BE USED TO SEAL AROUNDLOG, AT THE DIRECTION OF THE ENGINEER.3.PLACE FOOTER LOGS FIRST AND THEN HEADER (TOP) LOG. SET HEADERLOG AT A MAXIMUM OF 3 INCHES ABOVE THE INVERT ELEVATION.4.CUT A NOTCH IN THE HEADER LOG APPROXIMATELY 30% OF THE CHANNELBOTTOM WIDTH AND EXTENDING DOWN TO THE INVERT ELEVATION. NOTCHSHALL BE USED TO CENTER FLOW AND NOT EXCEED 3 INCHES IN DEPTH.5.USE GEOTEXTILE FABRIC FOR DRAINAGE TO SEAL GAPS BETWEEN LOGS.6.INSTALL VEGETATION TRANSPLANTS FROM TOE OF STREAM BANK TO TOPOF STREAM BANK.7.SEE TYPICAL SECTION FOR CHANNEL DIMENSIONS.HEADERLOGFOOTERLOGSECTION A-ASET INVERT ELEVATIONBASED ON DESIGN PROFILETRANSPLANTSOR LIVE STAKESBANKFULL STAGETOP OF STREAM BANKBASEFLOWPROFILE B-BSTONE BACKFILLNON-WOVENGEOTEXTILE FABRIC5' MINIMUMFOOTER LOGSTREAMBEDSCOURPOOLINVERTELEVATIONTOP OF STREAM BANKTOP OF STREAM BANKFLOW BURY INTOBANK 5'MINIMUM(TYP.) BURY INTOBANK 5'MINIMUM(TYP.)HEADER LOGNOT TO SCALEEROSION CONTROLMATTING04-08_UPPER ROCKY_DETAIL_SHEETS.DWG4ROCK WEIRBBAAINVERTELEVATION~1.3X CHANNEL WIDTHPOOL LENGTH FLOWSCOURPOOLPLAN VIEWNOTES: SECTION A-ASET INVERT ELEVATIONBASED ON DESIGN PROFILETRANSPLANTSOR LIVE STAKESBANKFULL STAGETOP OF STREAM BANKBASEFLOWPROFILE B-BSTONE BACKFILLNON-WOVENGEOTEXTILE FABRIC5' MINIMUMFOOTER BOULDERSTREAMBEDSCOURPOOLINVERTELEVATIONTOP OF STREAM BANKTOP OF STREAM BANKFLOW BURY INTOBANK 3'MINIMUM(TYP.)HEADER BOULDERNOT TO SCALEEROSION CONTROLMATTINGSTEP1. FOOTER BOULDERS SHALL BE INSTALLED SUCH THAT 1/4 OF THE LENGTH ISDOWNSTREAM OF THE HEADER BOULDERS.2. SOIL SHALL BE WELL COMPACTED AROUND BURIED PORTION OF FOOTERBOULDERS WITH BUCKET OF TRACK HOE.3. INSTALL GEOTEXTILE FILTER FABRIC UNDERNEATH FOOTER BOULDERS.4. UNDERCUT POOL BED ELEVATION 8 INCHES TO ALLOW FOR LAYER OF STONE.5. INSTALL EROSION CONTROL MATTING ALONG COMPLETED BANKS SUCHTHAT THE EROSION CONTROL MATTING AT THE TOE OF THE BANK EXTENDSDOWN TO THE ELEVATION OF THE BOTTOM OF THE HEADER BOULDERS ANDLARGE STONE BACKFILL AT THE TOE.6. AVERAGE STEP HEIGHT (H) SHALL NOT EXCEED 0.5 FT.7. AVERAGE POOL TO POOL SPACING SHALL BE SHOWN ON THE PROFILE ORSPECIFIED BY ENGINEER BASED ON EXISTING CONDITIONS SUCH AS SLOPEAND SUITABLE FILL MATERIAL. RIFFLE STEP-POOLS OR CASCADE POOLS MAYBE SUBSTITUTED IN AREAS WHERE EXISTING SLOPES EXCEED 5% ASDETERMINED BY THE ENGINEER.HEADERBOULDERFOOTERBOULDER PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERSDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEHORIZ. SCALE :VERT. SCALE :WATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-1480FINAL MIT PLANB4-23-20N.T.S.4-23-2016-001CATAPLN/A04-08_UPPER ROCKY_DETAIL_SHEETS.DWGMECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONPROJECTN O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SDETAILSCONSTRUCTED LOG RIFFLEFLOWFOOTERLOGHEADERLOGSTREAMBEDPRIMARY LOGS VARY.SPACE MIN 12' APARTSECONDARY LOGSAND WOODY DEBRISBACKFILL WITHON-SITE ALLUVIUMNON-WOVENGEOTEXTILE FABRIC(TYPICAL) BACKFILL WITHSUITABLE ON-SITEALLUVIUMPROFILE B-B5' MINIMUM5' MINIMUMH ≤ 0.3'HEADERLOGFOOTERLOGSECTION A-ASET INVERT ELEVATION BASEDON DESIGN PROFILE5' MINIMUMBURIED INTOBANK5' MINIMUMBURIED INTOBANKBBAAFLOWBEGIN INVERTELEVATIONTRANSPLANTSOR LIVE STAKESHEADERLOGPRIMARY LOGS VARY.SPACE MIN 12' APARTEND INVERTELEVATIONSECONDARY LOGSAND WOODY DEBRISPLAN VIEW1. PRIMARY LOGS SHOULD BE AT LEAST 12" OR MORE IN DIAMETER AND SPACED A MINIMUM 12' APART,RELATIVELY STRAIGHT, HARDWOOD, RECENTLY HARVESTED AND EXTENDING INTO THE BANK 5' ON EACH SIDE OF STREAM BANK.2. SECONDARY LOGS SHOULD BE AT LEAST 4" IN DIAMETER AND NO LARGER THAN 10" AND EXTEND INTO THE BANK 3' ON EACH SIDE. WOODY DEBRIS MATERIAL SHALL BE VARYING DIAMETER TO ALLOWMATERIAL TO BE COMPACTED.3. NON-WOVEN GEOTEXTILE FABRIC SHOULD BE NAILED TO THE HEADER LOG BELOW THE BACKFILL.4. ROOT WADS CAN BE USED INSTEAD OF TRANSPLANTS OR LIVE STAKES PER DIRECTION OF ENGINEER.5. AFTER TRENCH HAS BEEN EXCAVATED A LAYER OF SECONDARY LOGS AND WOODY DEBRIS SHOULD BE PLACED WITH MINIMAL GAPS. A LAYER OF ON-SITE ALLUVIUM SHOULD BE APPLIED TO FILL VOIDS BETWEEN SECONDARY LOGS BEFORE ADDITIONAL LAYERS ARE PLACED.6. SEE TYPICAL SECTION FOR CHANNEL DIMENSIONS.NOTES:BANKFULL STAGETOP OF STREAM BANKTOP OF STREAM BANKBASEFLOWH ≤ 0.3'TOE OF STREAM BANK24" MINIMUM DEPTHBASEFLOWNOT TO SCALEEROSION CONTROLMATTINGBANKFULL STAGE04-08_UPPER ROCKY_DETAIL_SHEETS.DWGSECTION A - APLAN VIEWANOTES:WATER QUALITY TREATMENT FEATURE18" POOL DEPTHASLOPE VARIES(3:1 MAX.)NOT TO SCALECONSTRUCT EMBANKMENT WITHCOMPACTED SOIL AND SUITABLEBACKFILL MATERIAL (TYP.)PROPOSED BOTTOMOUTLET CHANNELINFLOWSTORAGE VOLUME ELEVATIONFINISHED GRADE8" THICK STONE SPILLWAY(OPTIONAL AS DIRECTEDBY ENGINEER)3:13:1EXISTING GRADE1.CONSTRUCT EMBANKMENT WITH COMPACTED SOIL ANDSUITABLE MATERIAL IN ACCORDANCE WITH TECHNICALSPECIFICATIONS.2.WATER QUALITY TREATMENT FEATURE VARIES IN SIZE ANDSHAPE AS SHOWN ON PLANS.3.PLANT APPROPRIATE WETLAND SPECIES VEGETATION AS SPECIFIED IN THE PLANTING PLAN.4' WIDEEMBANKMENT4' WIDE EMBANKMENT WITHSTONE COVER (OPTIONAL ASDIRECTED BY ENGINEER)GRADE SIDE SLOPES NO STEEPER THAN 3H:1VINFLOWPROPOSEDOUTLET CHANNEL(WIDTH VARIES)SHALLOWPOOLSHALLOWPOOL5PERMANENT FORD STREAM CROSSINGNOTES:1. CONSTRUCT STREAM CROSSING DURING LOW OR BASE FLOW CONDITIONS.2. HAVE ALL NECESSARY MATERIALS AND EQUIPMENT ON-SITE BEFORE WORK BEGINS.3. MINIMIZE CLEARING AND EXCAVATION OF STREAM BANKS . DO NOT EXCAVATE CHANNELBOTTOM. COMPLETE ONE SIDE BEFORE STARTING ON THE OTHER SIDE.4. INSTALL STREAM CROSSING PERPENDICULAR TO THE FLOW.5. GRADE SLOPES TO A 4:1 SLOPE. TRANSPLANT SOD OR VEGETATION FROM ORIGINALSTREAM BANK ONTO SIDE SLOPES. 6. MAINTAIN CROSSING SO THAT RUNOFF FROM THE CONSTRUCTION ACCESS ROAD DOESNOT ENTER EXISTING CHANNEL.7. A STABILIZED PAD OF 6 INCHES THICK CLASS B STONE LINED WITH GEOTEXTILE FABRIC FORDRAINAGE SHALL BE USED OVER ACCESS SLOPES. ABC STONE APPROXIMATELY 4 INCHESTHICK SHALL BE ADDED TO TOP LAYER.8. WIDTH OF THE CROSSING SHALL BE SUFFICIENT TO ACCOMMODATE THE EQUIPMENTCROSSING THE CHANNEL OR A MINIMUM 12 FEET.9. CONTRACTOR SHALL DETERMINE AN APPROPRIATE RAMP ANGLE ACCORDING TOEQUIPMENT UTILIZED.CLASS B STONE6 INCHESTHICK (TYP.)GEOTEXTILE FABRIC14NOT TO SCALEABC STONE4 INCHES THICK (TYP.)14PLAN VIEWSECTION A-APROFILE B-BRESTOREDSTREAMBEDELEVATIONFOOTERBOULDERHEADERBOULDERSTONE BACKFILLNON-WOVENGEOTEXTILE FABRIC5' MINIMUMFLOWRESTOREDSTREAMBEDELEVATIONFOOTERBOULDERHEADERBOULDER4% TO 7%ARM SLOPE2/3 BANKFULL STAGE1. INSTALL GEOTEXTILE FABRIC BEGINNING AT THE TOP OF THE HEADER BOULDERS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER BOULDER, AND THEN UPSTREAM TO A MINIMUM OF FIVE FEET.2. EXCAVATE A TRENCH BELOW THE BED FOR FOOTER BOULDERS AND PLACE FILL ON UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK.3. START AT BANK AND PLACE FOOTER BOULDERS FIRST AND THEN HEADER BOULDERS.4. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.5. AN OPTIONAL COVER LOG OR BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT AT DIRECTION OF ENGINEER.6. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER AND FOOTER BOULDERS.7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE WITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER BOULDER.NOTES:1/3BOTTOMWIDTH OFCHANNEL1/3BOTTOMWIDTH OFCHANNELAATOE OF STREAM BANK FLOWSCOURPOOL 1/3 - 1/4 BANKFULL STAGE 2/3 BANKFULL STAGE ARM ANGLE20° TO 30°HEADERBOULDERFOOTERBOULDERBOULDER SILL(BURIED)BBINVERT/ GRADE POINTSTONEBACKFILLNO GAPSBETWEENBOULDERSSTONE BACKFILLNON-WOVENGEOTEXTILE FABRICBOULDER J-HOOK VANENOT TO SCALE PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERSDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEHORIZ. SCALE :VERT. SCALE :WATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-1480FINAL MIT PLANB4-23-20N.T.S.4-23-2016-001CATAPLN/A04-08_UPPER ROCKY_DETAIL_SHEETS.DWGMECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONPROJECTN O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SPLAN VIEWGEOLIFT W/ TOE WOODBASEFLOWRESTORED STREAMBED POINT BAR (SEE TYPICAL SECTIONS)TOP OF RESTORED STREAM BANK4' DEEP (TYP.)STAKE TOP LAYER OFEROSION CONTROLMATTING IN 6" TRENCH(SEE COIR FIBER MATTINGDETAIL)INSTALL OPTIONAL FOUNDATIONLOGS SUCH THAT AT LEAST HALF OFTHE LOG DIAMETER IS BELOW THERESTORED STREAMBED ELEVATION.SLOPE VARIESOPTIONAL COVER LOGS AND/OR ROOT WADSINSTALLED IN LOCATIONS AS SHOWN ONPLANS AND PER RESPECTIVE DETAILSPLACE THICK LAYEROF 1"- 6" DIAMETERWOODY DEBRISLIVE BRANCH CUTTINGS TO MATCHLIVE STAKE PLANTING LISTEROSION CONTROL MATTINGENCOMPASSES LIFTBANKFULL STAGESECTION A - AFLOWOPTIONAL FOUNDATION LOGS TO BE INSTALLEDAT ANGLES SHOWN BETWEEN 15-25°EXTEND WOODY DEBRIS MATERIALTO 1/4 BANKFULL WIDTHAATOP OF RESTORED STREAM BANKBACKFILL 1.0' LIFTS OFCOMPACTED ON-SITESOIL TO REACH TOP OFSTREAM BANK (TYP.)SCOURPOOLHORIZONTAL SETBACK FOR LIFTNOT TO EXCEED APPROX. 1.0'NOT TO SCALETOE OF STREAMBANKLIVE STAKINGLIVE STAKEPLAN VIEW OF STREAM BANKSECTION A - AAATOE OF STREAMBANKTOP OF STREAMBANKLIVE STAKE DETAIL2' TO 3' LENGTHSQUARE CUT TOPBUDS FACING UPWARDLIVE STAKEPLANT LIVESTAKES FROMTOP OFSTREAM BANKTO TOE OFSTREAM BANKIN A DIAMONDSHAPED,STAGGEREDPATTERN TOSPECIFIEDSPACING1. LIVE STAKES SHOULD BE CUT AND INSTALLED ON THE SAME DAY.2. DO NOT INSTALL LIVE STAKES THAT HAVE BEEN SPLIT.3. LIVE STAKES MUST BE INSTALLED WITH BUDS POINTING UPWARDS.4. LIVE STAKES SHOULD BE INSTALLED PERPENDICULAR TO BANK.5. LIVE STAKES SHOULD BE 1/2 TO 2 INCHES IN DIAMETER AND 2 TO 3 FEET LONG.6. LIVE STAKES SHOULD BE INSTALLED LEAVING 1/5 OF THE LENGTH OF THE LIVE STAKE ABOVE GROUND.6' TO 8' SPACING2' TO 3' SPACINGNO LIVE STAKES ON POINT BARTOP OF STREAMBANKTOE OF STREAMBANKLIVE STAKE SPACING PLAN VIEWTOP OF STREAMBANKRESTORED STREAMBEDANGLE CUT 30 TO45 DEGREESLIVE CUTTINGMINIMUM 1/2"DIAMETERNO LIVE STAKESRESTORED STREAMBEDBANKFULL STAGEBASE FLOWTHALWEGNOTES:F L OWNOT TO SCALEDETAILSVERNAL POOL PER LOCATIONSSHOWN ON PLANS.CHANNEL BLOCKCHANNEL TO BERELOCATEDAAOLD FLOWNEW FLOW DIRECTION50' MINIMUMPLAN VIEWFINISHED GRADEPLACE UNCOMPACTED FILL 1.5'ABOVE FINISHED GRADECOMPACTEDBACKFILLNEW STREAMBANKSHALL BE TREATED ASSPECIFIED IN PLANSCHANNEL BOTTOM/INVERT ELEVATIONOPTIONAL ROOT WAD PLACEMENTOR BANK PROTECTION ASDIRECTED BY ENGINEER21SECTION A-A1. COMPACT DITCH PLUG MATERIAL FOR BACKFILL USING HEAVY EQUIPMENT IN 10 INCH LIFTS.2.CONSTRUCT DITCH PLUG WITH COMPACTED SOIL USING SUITABLE MATERIAL IN ACCORDANCE WITH THE TECHNICAL SPECIFICATIONS.3.PLACE FILL MATERIAL IN LOCATIONS SHOWN ON PLANS OR AS DIRECTED BY ENGINEER TO ALLOW FOR SETTLING.CHANNEL BLOCKNOTES:TOP OF STREAMBANKNOT TO SCALEVERNAL POOL DEPTHSSHALL NOT EXCEED 8"-14" ASDESCRIBED IN THETECHNICAL SPECIFICATIONS.CHANNEL FILLOLD FLOWGLIDERIFFLEFLOW POOLNOTES:16" MIN. THICKNESSSTONE BACKFILL16" MIN. THICKNESSSTONE BACKFILL1. DIG A TRENCH BELOW THE RESTORED STREAMBED FOR THE STONE BACKFILL.2. FILL TRENCH WITH CLASS "A" AND "B" STONE BACKFILL.16" MIN. THICKNESSSTONE BACKFILLCONSTRUCTED STONE RIFFLEBSECTION A-APLAN VIEWPROFILE B-BAATOE OF STREAM BANKEROSION CONTROLMATTING SHOULD BEPLACED BENEATH STONEBACKFILLHEAD OF RIFFLEINVERT ELEVATIONHEAD OF RIFFLEINVERT ELEVATIONBASE FLOWBANKFULL STAGERIFFLE Dmax = MAX DEPTHTOP OF STREAM BANKTOP OF STREAM BANKRUNTAIL OF RIFFLEINVERT ELEVATIONTAIL OF RIFFLEINVERT ELEVATIONTOE OF STREAMBANKFLOW BOTTOM WIDTH OFCHANNELBBANKFULL STAGENOT TO SCALE04-08_UPPER ROCKY_DETAIL_SHEETS.DWG6 PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERSDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEHORIZ. SCALE :VERT. SCALE :WATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-1480FINAL MIT PLANB4-23-20N.T.S.4-23-2016-001CATAPLN/A04-08_UPPER ROCKY_DETAIL_SHEETS.DWGMECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONPROJECTN O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SDETAILSGRADE CONTROL LOG J-HOOK VANE1. LOGS SHOULD BE 12" TO 18" IN DIAMETER, RELATIVELY STRAIGHT, HARDWOOD, AND RECENTLY HARVESTED.2. LOGS SHOULD BE BURIED INTO THE STREAM BED AND BANKS AT LEAST 5 FEET.3. SOIL SHOULD BE COMPACTED WELL AROUND BURIED PORTIONS OF LOGS.4. INSTALL GEOTEXTILE FABRIC BEGINNING AT THE TOP OF THE HEADER LOG AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER LOG AND THEN UPSTREAM TO A MINIMUM OF FIVE FEET. GEOTEXTILE FABRIC SHOULD BE NAILED TO THE LOG BELOW THE BACKFILL.5. EXCAVATE A TRENCH BELOW THE BED FOR FOOTER LOG AND PLACE FILL ON UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAMBANK.6. START AT BANK AND PLACE FOOTER BOULDERS FIRST AND THEN HEADER BOULDERS.7. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS.8. AN OPTIONAL COVER LOG CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT AT DIRECTION OF ENGINEER.9. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER AND FOOTER BOULDERS.10. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE WITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER BOULDER AND LOG.11. VEGETATION TRANSPLANTS CAN BE USED INSTEAD OF ROOTWADS, PER DIRECTION OF ENGINEER.1/3BOTTOMWIDTH OFCHANNEL1/3BOTTOMWIDTH OFCHANNELAASTONEBACKFILLTOE OF STREAMBANKPLAN VIEWFLOW SCOURPOOL1/3 - 1/4 BANKFULL STAGE 2/3 BANKFULL STAGENOTES:BBSECTION A-APROFILE B-BHEADERLOGSTONE BACKFILLNON-WOVENGEOTEXTILE FABRIC5' MINIMUMGEOTEXTILEFABRICROOTWAD(OPTIONAL)LOGS BURIED INSTREAMBANKAT LEAST 5'4% TO 7%ARM SLOPEFOOTER LOG(OPTIONAL)HEADERLOG1'2/3 BANKFULL STAGEFLOWRESTORED STREAMBED ELEVATIONHEADERBOULDERFOOTER LOG(OPTIONAL)ROOTWADNOT TO SCALEHEADERBOULDERINVERT/ GRADE POINTARM ANGLE20° TO 30°VEGETATION TRANSPLANTS TOP OF STREAM BANKPLAN VIEW OF STREAM BANKRESTORED STREAMBEDSECTION A-ANOTES: 1. EXCAVATE A HOLE IN THE RESTORED STREAM BANK THAT WILL ACCOMMODATE THE SIZE OF TRANSPLANT TO BE PLANTED. BEGIN EXCAVATION AT TOE OF THE STREAM BANK.2. EXCAVATE THE ENTIRE TRANSPLANT ROOT MASS AND ASMUCH ADDITIONAL SOIL MATERIAL AS POSSIBLE. IF ENTIREROOT MASS CAN NOT BE EXCAVATED AT ONCE, THETRANSPLANT IS TOO LARGE AND ANOTHER SHOULD BESELECTED.3. PLANT TRANSPLANT IN THE RESTORED STREAM BANK SO THAT VEGETATION IS ORIENTATED VERTICALLY.4. FILL IN ANY HOLES OR VOIDS AROUND THE TRANSPLANT AND COMPACT.5. ANY LOOSE SOIL LEFT IN THE STREAM SHOULD BE REMOVED.6. WHEN POSSIBLE, PLACE MULTIPLE TRANSPLANTS CLOSE TOGETHER SUCH THAT THEIR ROOT MASSES CONTACT.TOE OF STREAM BANKTOE OF STREAM BANKTOP OF STREAM BANKTRANSPLANTED VEGETATION,WITH ROOTMASS, AND SOILMATERIALBANKFULL STAGEBASE FLOWTRANSPLANTED VEGETATION,WITH ROOTMASS, AND SOILMATERIALAARESTORED STREAMBEDNOT TO SCALEHEAD THICKNESSLEG LENGTHHEAD WIDTHLEG WIDTHLEG THICKNESSTOTAL LENGTH11.00 IN (27.94 CM)1.25 IN (3.18 CM)0.40 IN (1.02 CM)0.60 IN (1.52 CM) (TAPERED TO POINT)0.40 IN (1.02 CM)12.00 IN (30.48 CM)LENGTH24.00 IN ( 60.96 CM) (TAPERED TO POINT)WIDTHTHICKNESS1.5 IN (3.81 CM)1.5 IN (3.81 CM)RESTORED STREAMBEDTOE OF STREAM BANKINSTALL EDGE OF EROSION CONTROL MATTING IN 12 INCH DEEPTRENCH, AND SECURE BY STAKING, BACKFILLING, AND COMPACTINGSOIL TO FINISHED GRADE.TOP OF STREAM BANKLARGE MATTING STAKES (TYP.)TRENCH LIMITSEROSION CONTROL MATTINGSMALL MATTING STAKES (TYP.)LARGE MATTING STAKESSMALL MATTING STAKESTYPICAL LARGE MATTING STAKE2.5 INCH GALVANIZEDROOFING NAILTYPICAL SMALL MATTING STAKEPLAN VIEW OF STREAM BANKSECTION A - AAAEROSION CONTROLMATTING TO BEEXTENDED TO TOEOF SLOPE. KEY INNO LESS THAN 6INCHES.TOP OF STREAM BANKINSTALL EROSION CONTROL MATTING AT TOEOF SLOPE BY KEYING IN MATTING NO LESSTHAN 6 INCHES AND SECURING WITH LARGEMATTING STAKES.BANKFULL STAGEBASEFLOW24" MAX. TYP (TRENCH ONLY)36" MAX. TYPNOT TO SCALENOTES:1.RESTORED STREAM BANKS MUST BE SEEDED ANDMULCHED PRIOR TO PLACEMENT OF EROSION CONTROLMATTING.2.SEE TECHNICAL SPECIFICATIONS FOR MATTING STAKESPACING REQUIREMENTS.3.PLACE LARGE STAKES ALONG ALL MATTING SEAMS, INTHE CENTER OF STREAM BANK, AND TOE OF SLOPE.04-08_UPPER ROCKY_DETAIL_SHEETS.DWG71. INSTALL GEOTEXTILE FABRIC BEGINNING AT THE TOP OF THE HEADER BOULDERS AND EXTEND DOWNWARD TO THE DEPTH OF THE BOTTOM FOOTER BOULDER, AND THEN UPSTREAM TO A MINIMUM OF FIVE FEET.2. EXCAVATE A TRENCH BELOW THE STREAM BED FOR FOOTER BOULDERS AND PLACE FILL ON UPSTREAM SIDE OF VANE ARM, BETWEEN THE ARM AND STREAM BANK.3. START AT BANK AND PLACE FOOTER BOULDERS FIRST AND THEN HEADER BOULDERS. START SLOPE AT 2/3 THE BANKFULL STAGE.4. CONTINUE WITH STRUCTURE, FOLLOWING ANGLE AND SLOPE SPECIFICATIONS. ACTUAL NUMBERS OF BOULDERS MAY VARY.5. AN EXTRA BOULDER CAN BE PLACED IN SCOUR POOL FOR HABITAT IMPROVEMENT AT DIRECTION OF THE ENGINEER.6. USE HAND PLACED STONE TO FILL GAPS ON UPSTREAM SIDE OF HEADER AND FOOTER BOULDERS.7. AFTER ALL STONE BACKFILL HAS BEEN PLACED, FILL IN THE UPSTREAM SIDE OF THE STRUCTURE WITH ON-SITE ALLUVIUM TO THE ELEVATION OF THE TOP OF THE HEADER BOULDERS.SECTION A-APROFILE B-BRESTOREDSTREAMBEDELEVATIONFOOTERBOULDERHEADERBOULDERSTONE BACKFILLNON-WOVENGEOTEXTILE FABRIC5' MINIMUMFLOWRESTOREDSTREAMBEDELEVATIONFOOTERBOULDERHEADERBOULDER4% TO 7%ARM SLOPE1/3BOTTOMWIDTH OFCHANNELVANE ANGLE20° TO 30°NO GAPS BETWEENBOULDERS ALONGVANE ARMFLOW STONE BACKFILLAACCBBNOTES:PROFILE C-CFOOTERBOULDERHEADERBOULDERINVERT/ GRADE POINTHEADERBOULDERFOOTERBOULDERSCOURPOOLPLAN VIEWFLOWRIFFLEGLIDERUNSCOURPOOL RIFFLEINVERT/ GRADE POINTSTONEBACKFILLBASEFLOWBOULDER SILL(BURIED)2/3 BANKFULL STAGETOP OF STREAM BANK TOE OF STREAM BANK TOP OF STREAM BANK TOE OF STREAM BANK RESTOREDSTREAMBEDELEVATIONBOTTOM WIDTH OF CHANNELSTONEBACKFILLRESTOREDSTREAMBEDELEVATION2/3 BANKFULL STAGENON-WOVENGEOTEXTILE FABRICNON-WOVENGEOTEXTILE FABRICBOULDER CROSS VANENOT TO SCALE PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERSDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEHORIZ. SCALE :VERT. SCALE :WATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-1480FINAL MIT PLANB4-23-20N.T.S.4-23-2016-001CATAPLN/A04-08_UPPER ROCKY_DETAIL_SHEETS.DWGMECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONPROJECTN O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SDETAILS04-08_UPPER ROCKY_DETAIL_SHEETS.DWG8GREENWAY CROSS SECTIONNOT TO SCALE6" AGGREGATE BASECOURSE UNDERLINEDWITH GEOTEXTILE FABRICEXISTING GROUNDGEO-GRID UNDERLAYMENT UNDERBASE COURSE2" SUPERPAVE ASPHALT CONCRETETYPE SF9.5B PER NCDOT STANDARDS(TO BE INSTALLED BY OTHERS IN A FUTURE PHASE)PAVEMENT TO BE FLUSHWITH ADJACENT GRADECLNOTES1.GREENWAY MAINTENANCE CORRIDOR TO BE NO LESS THAN 30'.2.GREENWAY TO BE CONSTRUCTED FLUSH WITH ADJACENT GROUND AS MUCH AS POSSIBLE. WHERE GREENWAY IS HIGHER THAN ADJACENT GROUND A 100% COMPACTED SUBGRADE SHALL BE CONSTRUCTED.3.MAXIMUM CROSS SLOPE OF PAVEMNT SHALL BE NO MORE THAN 2%.COMPACTED SUBGRADE100% COMPACTION2% MAX. CROSS SLOPEEDGE OF ASPHALTBEVELED AT 45 DEGREESPERMANENT CULVERT STREAM CROSSINGNOT TO SCALEPIPE CULVERTINSTALL AGGREGATEPER GREENWAY CROSSSECTION DETAIL12122% MAX2% MAX1'6'CL1'6'NOTES:1. INSTALL PIPE CULVERT(S) IN ACCORDANCE WITH DETAILSPECIFICATIONS. SEE PLANS FOR NUMBER, SIZE AND LENGTH.2. PIPE CULVERTS ARE TO BE A MINIMUM OF 18" COVER ANDSPACING IN ACCORDANCE WITH DETAIL SPECIFICATIONS.COMPACTEDEARTHEN FILLVARIES3:13 : 1 NATURALGROUNDAPPLY CLASS B STONETO FILL SLOPESMIN. 18"COVERBANKFULL ELEVATIONVARIESVARIESPROPOSEDSTREAM BEDEMBED CULVERTS INTO STREAM BED MINIMALLY 0.5' FDWAYFDWAYFDWAYFDWAYFDWAYFDWAY FDWAY FDWAY FDW A Y FDWAYFPFPFPFPFPFPFPFPFP FPFP FP FP FPC/FC/FC/FC/FC/FC/F10+0011+0012+0013+0014+0015+0016+0016+22TPTP TPTPTPCECE CECECEC/FC/FC/F C/F CE CECECECECECECE CECECE CE CECECECE10+00 11+00 12+00 46+00 47+0047+32EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-2.22%-2.36%-2.06%-1.10%-1.80%-1.82%-2.50%-2.22%-2.14%-2.14%5.00%-2.20%PI STA=10+00.00 ELEV.=692.05PI STA=10+22.57 ELEV.=691.55PI STA=10+29.06 ELEV.=690.85PI STA=10+41.91 ELEV.=691.55PI STA=10+63.13 ELEV.=691.05PI STA=10+70.00 ELEV.=689.95PI STA=10+85.00 ELEV.=690.65PI STA=11+06.00 ELEV.=689.45PI STA=11+22.00 ELEV.=690.15PI STA=11+46.29 ELEV.=689.65PI STA=11+97.43 ELEV.=689.09PI STA=12+20.00 ELEV.=687.89 PI STA=12+40.00 ELEV.=688.59 PI STA=12+50.00 ELEV.=688.41 PI STA=12+60.00 ELEV.=687.71 PI STA=12+70.00 ELEV.=688.41 PI STA=12+83.17 ELEV.=688.17 PI STA=12+97.17 ELEV.=687.27 PI STA=13+13.37 ELEV.=687.97 PI STA=13+25.00 ELEV.=687.07 PI STA=13+34.80 ELEV.=687.77 PI STA=13+48.00 ELEV.=686.87 PI STA=13+60.00 ELEV.=687.57 PI STA=13+80.00 ELEV.=687.07 PI STA=13+87.00 ELEV.=686.37 PI STA=13+92.00 ELEV.=687.07 PI STA=14+10.00 ELEV.=686.67 PI STA=14+19.00 ELEV.=685.97 PI STA=14+29.00 ELEV.=686.67 PI STA=14+36.00 ELEV.=686.52 PI STA=14+43.00 ELEV.=685.82 PI STA=14+50.00 ELEV.=686.52 PI STA=14+57.00 ELEV.=686.37 PI STA=14+64.00 ELEV.=685.52 PI STA=14+69.00 ELEV.=686.22 PI STA=15+90.00 ELEV.=677.50 PI STA=16+02.00 ELEV.=678.10 PI STA=16+18.26 ELEV.=677.74 SHEET NAME9R2PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FTOWN OF CORNELIUSPIN:00712253DB 31409 PG 357N/FJPO BEVERLY LPPIN:00712255DB 30320 PG 843N/FJPO BEVERLY LPPIN:00712254DB 30320 PG 843N/FJPO BEVERLY LPPIN:00712213DB 30320 PG 843N/FJPO BEVERLY LPPIN:00712252DB 30320 PG 843FLOWBEGIN CONSTRUCTION R2STA. 10+00END CONSTRUCTION R216+22INSTALL ROCKWEIR (TYP.)INSTALL LOGWEIR (TYP.)INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)67068069010+0011+0012+0013+0014+0015+0016+0070017+00670680690700R2PROPOSED 12' WIDE 6"THICK AGGREGATE BASECOURSE PATH FOR FUTUREGREENWAY (SEE DETAIL)CHANNEL FILL (TYP.)EXISTING 15" RCPINV. IN 690.47INV. OUT 690.22BAILEY ROADEXISTING HEADWALLINSTALL TEMPORARYPROTECTION FENCE (TYP.)09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGDOVES CREST ROADDOVES CREST ROADEXISTIGBOTTMLESSCULVERTTIE PROPOSED THALWEGINTO EXISTING STEP POOLSTREAM.END CONSTRUCTION R1STA. 47+32INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL BOULDER J-HOOKVANE (TYP.)INSTALLE BOULDERCROSS VANE (TYP.)EXISTING TRIPLE 12'X10'CONCRETE BOX CULVERTINV ELEV = 677.44'EXISTING OVERHEADELECTRIC LINEPROPOSED DUAL24'-30" RCPSINV IN = 687.07'INV OUT = 686.67'TOP OF GRAVEL = 690.60'PROPOSED DUAL24'-30" RCPSINV IN = 687.07'INV OUT = 686.67'TOP OF GRAVEL = 690.60' WLBWLBWLBWLB W L B WLB WLBWLBWLBWLBWLBWLBWLB WLBWLB CECECECECECETPTPTP TPTPTPTPTPTPTPTPTPC/FC/FC/FC/FC/FC/F C / F CE CE CE CECE10+0011+001 3 + 0 0 14+0015+0 0 15+5510+0011+0012+0013+0014+0015+001 6 + 0 0 17+0018 + 0 0EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-1.24%-1.22%-1.28%-1.23%-1.30%-1.26%-1.41%-1.60%-1.58%PI STA=10+00.00 ELEV.=707.00PI STA=10+24.29 ELEV.=706.70PI STA=10+39.88 ELEV.=704.90PI STA=10+55.47 ELEV.=706.70PI STA=10+92.30 ELEV.=706.25PI STA=11+09.01 ELEV.=704.45PI STA=11+25.72 ELEV.=706.25PI STA=11+60.98 ELEV.=705.80PI STA=11+78.18 ELEV.=704.00PI STA=11+95.37 ELEV.=705.80 PI STA=12+44.29 ELEV.=705.20 PI STA=12+59.73 ELEV.=703.40 PI STA=12+75.18 ELEV.=705.20 PI STA=13+32.84 ELEV.=704.45 PI STA=13+53.00 ELEV.=702.65 PI STA=13+73.17 ELEV.=704.45 PI STA=14+26.48 ELEV.=703.78 PI STA=14+50.88 ELEV.=701.98 PI STA=14+75.29 ELEV.=703.78 PI STA=15+17.96 ELEV.=703.18 PI STA=15+42.16 ELEV.=701.38 PI STA=15+66.36 ELEV.=703.18 PI STA=16+22.68 ELEV.=702.28 PI STA=16+46.70 ELEV.=700.48 PI STA=16+70.73 ELEV.=702.28 PI STA=17+24.68 ELEV.=701.43 SHEET NAME1" = 6'10R3PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHBEGIN CONSTRUCTION R3STA. 10+00INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL TEMPORARYPROTECTION FENCE (TYP.)N/FPAUL JR. BJORNEBOEPIN:00714102DB 33037 PG 446N/FMAYES FAMILY LIMITEDPARTNERSHIPPIN:00755101DB 09903 PG 191DO NOT DISTURBEXISTING WETLAND (TYP.)INSTALL PERMANENTFORD STREAMCROSSING (TYP.)INSTALL CHANNELBLOCK (TYP.)VERNAL POOL (TYP.)69070071010+0011+0012+0013+0014+0015+0016+0072017+00690700710720MA T C H L I N E - S T A 1 7 + 0 0 SE E S H E E T 1 0 FLOWR3CHANNEL FILL (TYP.)09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGINSTALL LOG VANE (TYP.)INSTALL CONSTRUCTEDLOG RIFFLE (TYP.)INSTALL STONE AND LOGSTEP POOL (TYP.)END CONSTRUCTION R6STA. 15+38 WLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPFPFPTPTPTPTPTPTPTPTPTPTPTPTP TP TPTPT P TPTPTP TPTPTP TPTPTP TP TPTPTPTPTPTPTPCECECECECECECE CECECECEC/FC/FC/FC/FC/FC/FC/FC/FCECECECE14+0015+0015+5517+00 17+173 7 + 0 0 38 +0 0 39+0040+0041+00 41+6416+0017+0018+0019+002 0 + 0 0 21+0022+0023+0024+0025+00EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-1.58%-1.58%-1.61%-1.63%-1.50%-1.26%-1.24%PI STA=16+70.73 ELEV.=702.28PI STA=17+24.68 ELEV.=701.43PI STA=17+50.64 ELEV.=699.63PI STA=17+76.60 ELEV.=701.43PI STA=18+27.11 ELEV.=700.63PI STA=18+51.91 ELEV.=698.83PI STA=18+76.71 ELEV.=700.63PI STA=19+23.26 ELEV.=699.88 PI STA=19+56.00 ELEV.=698.08 PI STA=19+95.75 ELEV.=699.88 PI STA=20+54.04 ELEV.=698.93 PI STA=20+78.13 ELEV.=697.13 PI STA=21+02.22 ELEV.=698.93 PI STA=21+55.61 ELEV.=698.13 PI STA=21+82.00 ELEV.=696.03 PI STA=22+11.87 ELEV.=697.83 PI STA=22+71.46 ELEV.=697.08 PI STA=22+87.00 ELEV.=695.28 PI STA=23+07.70 ELEV.=697.08 PI STA=23+80.31 ELEV.=696.18 PI STA=23+91.94 ELEV.=694.18 PI STA=24+03.56 ELEV.=696.18 SHEET NAME1" = 6'11R3PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FMAYES FAMILY LIMITEDPARTNERSHIPPIN:00755101DB 09903 PG 191INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL TEMPORARYPROTECTIONFENCE (TYP.)INSTALL CHANNELBLOCK (TYP.)INSTALL GRADE CONTROLLOG J-HOOK VANE (TYP.)DO NOT DISTURBEXISTING WETLAND (TYP.)VERNAL POOL (TYP.)INSTALL LOG VANE (TYP.)69070071017+0018+0019+0020+0021+0022+0023+0072024+00690700710720680680MATCH LINE - STA 17+00SEE SHEET 9 MA T C H L I N E - S T A 2 4 + 0 0 SE E S H E E T 1 1FLOWR3FLOWR6FLOWR5CHANNEL FILL (TYP.)EXISTING 12" DIA. CERAMICPIPE TO BE REMOVED09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGINSTALL CONSTRUCTEDLOG RIFFLE (TYP.)INSTALL STONE AND LOGSTEP POOL (TYP.)END CONSTRUCTION R6STA. 15+38END CONSTRUCTION R5STA. 41+64END CONSTRUCTION R3BEGIN CONSTRUCTION R1STA. 23+80END CONSTRUCTION R4STA. 17+17 WLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLB WL B WL B WLB WLBWLBWLB FDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP10+0011+0011+68TPTPTPTPTPTPTPTPTPTPTPTPTP TP C E C E CECECECECECECECECECECECECECECECECECECECECECECECECEC E C E C/FC/FC/FC/F C/FC/FC/FC/FC/FC/FC/FC/FC/F24+0025+0026+0041+00 41+6423+0024+0025+0026+0027+0028+0029+0030+0031+0032+00EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-1.24%-1.25%-1.24%-0.77%-0.80%-0.83%-0.78%PI STA=23+80.31 ELEV.=696.18PI STA=23+91.94 ELEV.=694.18PI STA=24+03.56 ELEV.=696.18PI STA=24+68.10 ELEV.=695.38PI STA=24+90.61 ELEV.=693.38PI STA=25+13.13 ELEV.=695.38PI STA=25+53.21 ELEV.=694.88PI STA=25+81.85 ELEV.=692.88PI STA=26+10.49 ELEV.=694.88 PI STA=26+57.22 ELEV.=694.30 PI STA=26+80.15 ELEV.=692.30 PI STA=27+03.08 ELEV.=694.30 PI STA=27+75.68 ELEV.=693.74 PI STA=27+96.11 ELEV.=691.74 PI STA=28+16.54 ELEV.=693.74 PI STA=28+78.14 ELEV.=693.25 PI STA=29+08.18 ELEV.=691.25 PI STA=29+38.21 ELEV.=693.25 PI STA=29+86.32 ELEV.=692.85 PI STA=30+18.54 ELEV.=690.85 PI STA=30+50.76 ELEV.=692.85 PI STA=30+95.83 ELEV.=692.50 PI STA=31+15.09 ELEV.=690.50 PI STA=31+34.35 ELEV.=692.50 SHEET NAME1" = 6'12R3&R1PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FMAYES FAMILY LIMITEDPARTNERSHIPPIN:00755101DB 09903 PG 191INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL TEMPORARYPROTECTION FENCE (TYP.)DO NOT DISTURBEXISTING WETLAND (TYP.)VERNAL POOL (TYP.)INSTALL CHANNELBLOCK (TYP.)INSTALL LOG VANE (TYP.)69070071024+0025+0026+0027+0028+0029+0030+0072031+00690700710720680680MATCH LINE - STA 24+00SEE SHEET 10 M A T C H L I N E - S T A 3 1 + 0 0 S E E S H E E T 1 2 FLOWR1FLOWR8FLOWR5 FLOWR3PROPOSED 12' WIDE 6" THICKAGGREGATE BASE COURSEPATH FOR FUTRE GREENWAY(SEE DETAIL)BEGIN CONSTRUCTION R8STA. 10+00END CONSTRUCTION R8STA. 11+28CHANNEL FILL (TYP.)EXISTING 12" DIA. CERAMICPIPE TO BE REMOVED09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGINSTALL CONSTRUCTEDLOG RIFFLE (TYP.)INSTALL STONE AND LOGSTEP POOL (TYP.)END CONSTRUCTION R5STA. 41+64END CONSTRUCTION R3BEGIN CONSTRUCTION R1STA. 23+80 WLBWLBWLB FDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPCE CE CECECECECECECECECECECECECECECECECECECECECE CE CE CECECECECECECEC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/F18+0019+0020+0021+0022+0023+0024+0025+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+00EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-0.78%-0.80%-0.99%-0.93%-0.80%-8.68%6.9 4%-0.94%-0.99%-0.98%PI STA=30+95.83 ELEV.=692.50PI STA=31+15.09 ELEV.=690.50PI STA=31+34.35 ELEV.=692.50PI STA=31+97.11 ELEV.=692.00PI STA=32+14.00 ELEV.=690.00PI STA=32+30.89 ELEV.=692.00PI STA=32+70.13 ELEV.=691.61PI STA=32+96.72 ELEV.=689.61PI STA=33+23.31 ELEV.=691.61 PI STA=33+66.50 ELEV.=691.21 PI STA=33+96.82 ELEV.=689.21 PI STA=34+27.13 ELEV.=691.21 PI STA=34+65.90 ELEV.=690.90 PI STA=34+94.71 ELEV.=688.40 PI STA=35+23.53 ELEV.=690.40 PI STA=35+76.94 ELEV.=689.90 PI STA=36+09.50 ELEV.=687.40 PI STA=36+42.06 ELEV.=689.40 PI STA=36+84.48 ELEV.=688.98 PI STA=37+31.00 ELEV.=686.48 PI STA=37+62.85 ELEV.=688.48 PI STA=38+18.89 ELEV.=687.93 SHEET NAME1" = 6'13R1PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FTOWN OF CORNELIUSPIN:00712253DB 31409 PG 357N/FCHARLOTTTE-MECKLENBURGBOARDO OF EDUCATIONPIN:00712101DB 27025 PG 514N/FJPO BEVERLY LPPIN:00712256DB 30320 PG 843INSTALL LOG VANE (TYP.)INSTALL LOG VANE (TYP.)INSTALL GRADE CONTROLLOG J-HOOK VANE (TYP.)VERANL POOL (TYP.)PROPOSED 12' WIDE 6" THICKAGGREGATE BASE COURSEPATH FOR FUTURE GREENWAY(SEE DETAIL)69070071031+0032+0033+0034+0035+0036+0037+0038+00690700710680680MATCH LINE - STA 31+00SEE SHEET 11 MATCH LINE - STA 38+00SEE SHEET 13FLOWR1CHANNEL FILL (TYP.)EXISTING SSMHRIM: 697.8309-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGINSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL STONE AND LOGSTEP POOL (TYP.)INSTALL WATER QUALITYTREATMENT FEATURE WITHOUTLET CHANNEL (SEE TYPICALSECTION AND DETAIL)INSTALL 40' OF 24" HDPE PIPEINV IN =692.42'INV OUT = 692.25' FDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP FPFPFPFPFPCECECECECECECECECECECECECECECECECECEC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FCECECECE12+0013+0014+0016+0017+0018+0019+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+00EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-0.98%-1.97%-1.97%-1.01%-0.98%-0.94%-0.90%-1.01%PI STA=38+18.89 ELEV.=687.93PI STA=38+56.00 ELEV.=685.43PI STA=38+97.18 ELEV.=687.43PI STA=39+48.95 ELEV.=686.41PI STA=39+77.00 ELEV.=684.41PI STA=40+09.42 ELEV.=686.41 PI STA=40+61.20 ELEV.=685.39 PI STA=40+83.34 ELEV.=683.39 PI STA=41+05.48 ELEV.=685.39 PI STA=41+65.03 ELEV.=684.79 PI STA=41+91.05 ELEV.=682.29 PI STA=42+17.07 ELEV.=684.29 PI STA=42+73.21 ELEV.=683.74 PI STA=42+92.94 ELEV.=681.24 PI STA=43+12.66 ELEV.=683.24 PI STA=43+60.67 ELEV.=682.79 PI STA=43+79.83 ELEV.=680.29 PI STA=43+98.99 ELEV.=682.29 PI STA=44+49.25 ELEV.=681.84 PI STA=44+60.39 ELEV.=679.34 PI STA=44+71.54 ELEV.=681.34 PI STA=45+21.11 ELEV.=680.84 PI STA=45+33.57 ELEV.=678.34 SHEET NAME1" = 6'14R1PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FTOWN OF CORNELIUSPIN:00712253DB 31409 PG 357N/FCHARLOTTTE-MECKLENBURGBOARDO OF EDUCATIONPIN:00712101DB 27025 PG 514N/FJPO BEVERLY LPPIN:00712255DB 30320 PG 843INSTALL GRADE CONTROLLOG J-HOOK VANE (TYP.)VERNAL POOL (TYP.)INSTALL CHANNELBLOCK (TYP.)INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL LOGVANE (TYP.)PROPOSED 12' WIDE 6" THICKAGGREGATE BASE COURSEPATH FOR FUTURE GREENWAY(SEE DETAIL)INSTALL LOG VANE (TYP.)69070038+0039+0040+0041+0042+0043+0044+0045+00680680690700680680MATCH LINE - STA 38+00SEE SHEET 13MATCH LINE - STA 45+00SEE SHEET 14FLOWR1CHANNEL FILL (TYP.)EXISTING SSMHRIM: 689.76EXISTING SSMHRIM: 697.5609-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGINSTALL BOULDERCROSS VANE (TYP.)INSTALL BOULDERJ-HOOK VANE (TYP.)INSTALL STONE AND LOGSTEP POOL (TYP.)INSTALL WATER QUALITYTREATMENT FEATURE WITHOUTLET CHANNEL (SEE TYPICALSECTION AND DETAIL) HEADWALLBAILEY ROADFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAY FDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPFPFP FP FP FP FPFPFPFPFPFPC/F 15+00 16+0016+22TPTPTPTPTP CECECECEC/FC/FC/FC/FC/FC/FCE CECECECECECECE45+0046+0047+0047+32EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-1.01%-0.99%11.76%-1.00%-2.34%-10.83%PI STA=44+71.54 ELEV.=681.34PI STA=45+21.11 ELEV.=680.84PI STA=45+33.57 ELEV.=678.34PI STA=45+46.03 ELEV.=680.34PI STA=45+81.50 ELEV.=679.99PI STA=45+92.00 ELEV.=677.49PI STA=46+09.00 ELEV.=679.49PI STA=46+30.00 ELEV.=679.28PI STA=46+40.00 ELEV.=676.78PI STA=46+56.00 ELEV.=678.78PI STA=46+80.00 ELEV.=676.18PI STA=46+80.00 ELEV.=676.18PI STA=47+00.00 ELEV.=678.18 PI STA=47+31.58 ELEV.=677.44 WLBWLBWLB WLB WLB WLB WLB WLB WLB WLB WLB WLBWLBWLBWLBWLBWLBWLBWLBWLB10+0011+00 12+0012+08CECEC E C E C E CECECEC/F C/F C/F C/FC/FC/FC/FCECEC E C E C E CECECE11+0012+0013+00EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-5.33%PI STA=11+45.00 ELEV.=734.46 PI STA=11+50.00 ELEV.=733.41 PI STA=11+55.00 ELEV.=733.96 PI STA=11+70.00 ELEV.=733.16PI STA=11+70.00 ELEV.=733.16 PI STA=11+75.00 ELEV.=732.51 PI STA=11+80.00 ELEV.=733.06 PI STA=11+90.00 ELEV.=731.91 PI STA=12+07.72 ELEV.=732.46 SHEET NAME1" = 6'15R1&R5APLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FTOWN OF CORNELIUSPIN:00712253DB 31409 PG 357N/FCHARLOTTTE-MECKLENBURGBOARDO OF EDUCATIONPIN:00712101DB 27025 PG 514INSTALL ROCKVANE (TYP.)END CONSTRUCTION R1STA. 47+32END CONSTRUCTION R2STA. 16+22PROPOSED 12' WIDE 6" THICKAGGREGATE BASE COURSE PATHFOR FUTURE GREENWAY(SEE DETAIL)69070045+0046+0047+0048+00680680MATCH LINE - STA 45+00SEE SHEET 13 N/FMAYES FAMILY LIMITEDPARTNERSHIPPIN:00755101DB 09903 PG 191INSTALL ROCKWEIR (TYP.)INSTALL LOGWEIR (TYP.)DO NOT DISTURBEXISTING WETLAND (TYP.)BEGIN CONSTRUCTION R5ASTA. 10+00END CONSTRUCTION R5ASTA. 12+08INSTALL CHANNELBLOCK (TYP.)INSTALL CONSTRUCTEDLOG RIFFLE (TYP.)74075010+0011+0012+0013+00730720690700680680740750730720FLOWR1FLOWR2 FLOWR5AFLOWR5CHANNEL FILL (TYP.)CHANNEL FILL (TYP.)EXISTING SSMHRIM: 697.56EXISTING SSMHRIM: 689.7609-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGTREE PROTECTON (TYP.)EXISTING 12'X10' TRIPLEBOX CULVERTINV ELEV = 644.77'INSTALL BOULDERCROSS VANE (TYP.)INSTALL BOULDERJ-HOOK VANE (TYP.)INSTALL STONE AND LOGSTEP POOL (TYP.) INV:707.45 30"RCPFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPTPTPTP TP TPTPTP CECECECECECECECECECECECECECECECEC/F C/F C/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FCECECE CECECE CECECECECECECECECE10+0011+0012+0013+0014+0015+0016+0017+0017+1737+0038+0039+00 20+00EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-2.01%-2.01%-1.60%-1.55%-1.90%-2.25%-1.59%-1.92%-1.79%-1.53%-1.57%-2.38%-2.44%-27.11%0.00%PI STA=10+00.00 ELEV.=707.45PI STA=10+10.00 ELEV.=706.75PI STA=10+20.85 ELEV.=707.45PI STA=10+32.71 ELEV.=706.65PI STA=10+44.57 ELEV.=707.35PI STA=10+54.54 ELEV.=707.15PI STA=10+64.52 ELEV.=706.45PI STA=10+74.49 ELEV.=707.15PI STA=10+84.46 ELEV.=706.95PI STA=11+02.00 ELEV.=706.25PI STA=11+17.87 ELEV.=706.95PI STA=11+49.17 ELEV.=706.45PI STA=11+64.00 ELEV.=705.75PI STA=11+80.94 ELEV.=706.45PI STA=12+13.23 ELEV.=705.95PI STA=12+25.19 ELEV.=705.25 PI STA=12+37.16 ELEV.=705.95 PI STA=12+63.46 ELEV.=705.45 PI STA=12+74.50 ELEV.=704.75 PI STA=12+85.53 ELEV.=705.45 PI STA=13+07.76 ELEV.=704.95 PI STA=13+22.85 ELEV.=703.95 PI STA=13+37.95 ELEV.=704.65 PI STA=13+69.31 ELEV.=704.15 PI STA=13+82.27 ELEV.=703.15 PI STA=13+95.23 ELEV.=703.85 PI STA=14+31.62 ELEV.=703.15 PI STA=14+43.00 ELEV.=702.15 PI STA=14+52.76 ELEV.=702.85 PI STA=14+91.83 ELEV.=702.15 PI STA=15+04.00 ELEV.=701.05 PI STA=15+20.09 ELEV.=701.75 PI STA=15+59.19 ELEV.=701.15 PI STA=15+66.71 ELEV.=700.45 PI STA=15+74.24 ELEV.=701.15 PI STA=16+07.46 ELEV.=700.63 PI STA=16+16.62 ELEV.=699.93 PI STA=16+25.79 ELEV.=700.63 PI STA=16+55.15 ELEV.=699.93 PI STA=16+63.65 ELEV.=699.23 PI STA=16+72.15 ELEV.=699.93 PI STA=17+00.85 ELEV.=699.23 PI STA=17+09.15 ELEV.=696.98 PI STA=17+17.44 ELEV.=696.98 SHEET NAME1" = 6'16R4PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FJPO BEVERLY LPPIN:00712255DB 30320 PG 843N/FMAYES FAMILY LIMITEDPARTNERSHIPPIN:00755101DB 09903 PG 191N/FJOSEPH P BERNARDRACHEL BERNARDPIN:00712233DB 33614 PG 242N/FJPO BEVERLY LPPIN:00712232DB 30320 PG 843N/FJPO BEVERLY LPPIN:00712231DB 30320 PG 843N/FTOWN OF CORNELIUSPIN:00712253DB 31409 PG 357INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL CONSTRUCTED LOGRIFFLE(TYP.)BEGIN CONSTRUCTION R4STA. 10+00END CONSTRUCTION R4STA. 17+17INSTALL TEMPORARYPROTECTION FENCE (TYP.)INSTALL GRADE CONTROLLOG J-HOOK VANE (TYP.)CHANNEL FILL (TYP.)INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)INSTALL CHANNELBLOCK (TYP.)71072010+0011+0012+0013+0014+0015+0016+0017+00700690710720700690FLOWR4FLOWR5CHANNEL FILL (TYP.)09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGEXISTING 30" DIA. RCPINV. =707.45INSTALL STONE AND LOGSTEP POOL (TYP.) WLBWLBWLBWLBWLBWLBWLBWLB WLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLB WLBWLB WLB11+0012+0012+08 TPTPTP TP TPTPTPCECE CE CECECECECECECECECECECEC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FCECE CE CECECECECECECECECECECECECECE CE10+00 11+0012+00 1 3+ 0 0 14+0015+0016+0017+00EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-1.96%-2.25%-1.94%-2.18%-2.12%-2.27%-2.24%-2.30%-2.13%-2.12%-2.30%-2.04%-2.17%-1.76%PI STA=10+00.00 ELEV=735.66PI STA=10+12.78 ELEV=735.41PI STA=10+22.54 ELEV=733.66PI STA=10+32.29 ELEV=735.01PI STA=10+50.08 ELEV=734.61PI STA=10+65.96 ELEV=732.86PI STA=10+81.84 ELEV=734.21PI STA=11+02.46 ELEV=733.81PI STA=11+17.23 ELEV=732.06PI STA=11+32.00 ELEV=733.41PI STA=11+52.63 ELEV=732.96PI STA=11+66.65 ELEV=731.11PI STA=11+80.67 ELEV=732.46PI STA=12+05.23 ELEV=731.94PI STA=12+20.45 ELEV=730.09 PI STA=12+35.67 ELEV=731.44 PI STA=12+55.49 ELEV=730.99 PI STA=12+68.97 ELEV=729.14 PI STA=12+82.44 ELEV=730.49 PI STA=13+09.26 ELEV=729.89 PI STA=13+25.79 ELEV=728.34 PI STA=13+42.32 ELEV=729.69 PI STA=13+74.86 ELEV=728.94 PI STA=13+90.76 ELEV=727.59 PI STA=14+06.67 ELEV=728.94 PI STA=14+41.88 ELEV=728.19 PI STA=14+59.38 ELEV=726.84 PI STA=14+76.88 ELEV=728.19 PI STA=15+05.24 ELEV=727.59 PI STA=15+22.36 ELEV=726.24 PI STA=15+39.48 ELEV=727.59 PI STA=15+63.38 ELEV=727.04 PI STA=15+74.32 ELEV=725.69 PI STA=15+85.25 ELEV=727.04 PI STA=16+29.39 ELEV=726.14 PI STA=16+32.65 ELEV=724.79 PI STA=16+35.91 ELEV=726.14 PI STA=16+77.36 ELEV=725.24 PI STA=16+81.98 ELEV=723.59 PI STA=16+86.60 ELEV=724.94 PI STA=17+15.08 ELEV=724.44 PI STA=17+24.60 ELEV=723.09 PI STA=17+34.12 ELEV=724.44 SHEET NAME1" = 6'17R5PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FMAYES FAMILY LIMITEDPARTNERSHIPPIN:00755101DB 09903 PG 191BEGIN CONSTRUCTION R5STA. 10+00DO NOT DISTURBEXISTING WETLAND (TYP.)INSTALL LOGWEIR (TYP.)INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL TEMPORARYPROTECTION FENCE (TYP.)INSTALL CONSTRUCTEDLOG RIFFLE (TYP.)INSTALL CHANNELBLOCK (TYP.)74075010+0011+0012+0013+0014+0015+0016+0017+00730720740750730720FLOWR5FLOWR5A M A T C H L I N E - S T A 1 7 + 0 0 SE E S H E E T 1 7 CHANNEL FILL (TYP.)09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGINSTALL STONE AND LOGSTEP POOL (TYP.) TPTPTPTPTPTPTP TPTPTPTPTPC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FCECECECECECECECECE CECECECECECECE17+0018+0019+0020+0021+0022+0023+0024+00EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-1.76%-1.80%-1.81%-1.83%-1.98%-2.13%-2.25%-2.25%-2.30%-2.27%-2.24%-2.09%-2.29%-2.19%PI STA=16+77.36 ELEV=725.24PI STA=16+81.98 ELEV=723.59PI STA=16+86.60 ELEV=724.94PI STA=17+15.08 ELEV=724.44PI STA=17+24.60 ELEV=723.09PI STA=17+34.12 ELEV=724.44PI STA=17+59.07 ELEV=723.99PI STA=17+67.82 ELEV=722.64PI STA=17+76.57 ELEV=723.99PI STA=18+03.04 ELEV=723.51PI STA=18+12.87 ELEV=722.16PI STA=18+22.71 ELEV=723.51PI STA=18+63.61 ELEV=722.76PI STA=18+80.03 ELEV=721.41PI STA=18+96.44 ELEV=722.76 PI STA=19+31.86 ELEV=722.06 PI STA=19+43.71 ELEV=720.71 PI STA=19+55.57 ELEV=722.06 PI STA=19+93.05 ELEV=721.26 PI STA=20+01.51 ELEV=719.41 PI STA=20+09.97 ELEV=720.76 PI STA=20+43.28 ELEV=720.01 PI STA=20+53.38 ELEV=718.26 PI STA=20+63.49 ELEV=719.61 PI STA=21+03.41 ELEV=718.71 PI STA=21+18.11 ELEV=716.86 PI STA=21+32.80 ELEV=718.21 PI STA=21+63.23 ELEV=717.51 PI STA=21+74.54 ELEV=715.66 PI STA=21+85.85 ELEV=717.01 PI STA=22+23.25 ELEV=716.16 PI STA=22+31.96 ELEV=714.41 PI STA=22+40.68 ELEV=715.76 PI STA=22+74.11 ELEV=715.01 PI STA=22+88.29 ELEV=713.16 PI STA=23+02.46 ELEV=714.51 PI STA=23+39.84 ELEV=713.73 PI STA=23+56.06 ELEV=712.38 PI STA=23+72.28 ELEV=713.73 PI STA=24+05.01 ELEV=712.98 PI STA=24+11.86 ELEV=711.63 PI STA=24+18.71 ELEV=712.98 SHEET NAME1" = 6'18R5PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FMAYES FAMILY LIMITEDPARTNERSHIPPIN:00755101DB 09903 PG 191INSTALL TEMPORARYPROTECTION FENCE (TYP.)INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL LOGWEIR (TYP.)INSTALL CHANNELBLOCK (TYP.)INSTALL LOG VANE (TYP.)73074017+0018+0019+0020+0021+0022+0023+0024+00720710730740720710MATCH LINE - STA 17+00SEE SHEET 16 FLOWR5MA TCH L IN E - S T A 2 4 + 0 0 S E E SH E E T 1 8 CHANNEL FILL (TYP.)09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGINSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL CONSTRUCTEDLOG RIFFLE (TYP.)INSTALL STONE AND LOGSTEP POOL (TYP.) WLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLB WLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLB WLBWLB WLBWLBWLBWLBTP TP TPTPTPTPTP TPTPTP TPC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FCECECECECECECECECECECECECECECECE23+00 24+0025+0026+0027+0028+0029 + 0 0 30+0031+0032+00EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-2.29%-2.19%-2.13%-2.14%-1.78%-1.74%-1.75%-0.55%-1.89%-2.12%-2.32%PI STA=23+72.28 ELEV=713.73PI STA=24+05.01 ELEV=712.98PI STA=24+11.86 ELEV=711.63PI STA=24+18.71 ELEV=712.98PI STA=24+50.71 ELEV=712.28PI STA=24+57.77 ELEV=710.93PI STA=24+64.82 ELEV=712.28PI STA=24+97.64 ELEV=711.58PI STA=25+10.31 ELEV=710.23PI STA=25+22.99 ELEV=711.58PI STA=25+55.77 ELEV=710.88PI STA=25+69.21 ELEV=709.53PI STA=25+82.64 ELEV=710.88PI STA=26+10.78 ELEV=710.38PI STA=26+28.22 ELEV=709.03 PI STA=26+45.67 ELEV=710.38 PI STA=26+74.39 ELEV=709.88 PI STA=26+91.19 ELEV=708.53 PI STA=27+07.98 ELEV=709.88 PI STA=27+45.06 ELEV=709.23 PI STA=27+53.22 ELEV=707.88 PI STA=27+61.38 ELEV=709.23 PI STA=27+92.17 ELEV=709.06 PI STA=27+99.85 ELEV=707.71 PI STA=28+07.53 ELEV=709.06 PI STA=29+94.57 ELEV=705.98 PI STA=30+09.55 ELEV=707.33 PI STA=30+22.78 ELEV=707.08 PI STA=30+36.00 ELEV=705.73 PI STA=30+47.79 ELEV=707.08 PI STA=30+59.57 ELEV=706.83 PI STA=30+82.75 ELEV=705.48 PI STA=31+05.93 ELEV=706.83 SHEET NAME1" = 6'19R5PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FMAYES FAMILY LIMITEDPARTNERSHIPPIN:00755101DB 09903 PG 191INSTALL CONSTRUCTEDLOG RIFFLE (TYP.)INSTALL TEMPORARYPROTECTION FENCE (TYP.)INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL CHANNELBLOCK (TYP.)DO NOT DISTURBEXISTING WETLAND (TYP.)INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)INSTALL LOG VANE (TYP.)73074024+0025+0026+0027+0028+0029+0030+0031+00720710730740720710700700FLOWR5MATCH LINE - STA 24+00SEE SHEET 17 MATCH LINE - STA 31+00SEE SHEET 19CHANNEL FILL (TYP.)09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGTIE PROPOSED STREAM INTOEXISTING STREAMTIE PROPOSED STREAM INTOEXISTING STREAMINSTALL STONE AND LOGSTEP POOL (TYP.) WLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLB WLBWLB WLBWLBWLBWLBWLBWLB WLB WLB WLB FDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPFPTPT P TP TPTP TP TP TPTPTPTPTP TPCECECECEC/FC/FC/FC/FC/FC/FCECECECECECECECECECE15+00 16+ 0 0 17+ 0 0 17+1730+0031+00 32+0033+0034+0035+003 6 + 0 0 37+0038+0039+0019+0020+00 21+00EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-2.32%-2.17%-0.81%-1.75%-1.75%-1.79%-1.79%-0.78%-1.78%PI STA=30+82.75 ELEV=705.48PI STA=31+05.93 ELEV=706.83PI STA=31+43.87 ELEV=705.95PI STA=31+59.42 ELEV=704.60PI STA=31+74.98 ELEV=705.95PI STA=31+79.73 ELEV=703.95PI STA=31+84.49 ELEV=705.30PI STA=33+11.00 ELEV=703.78PI STA=33+15.00 ELEV=702.43 PI STA=33+37.00 ELEV=703.78 PI STA=33+55.00 ELEV=701.93 PI STA=33+78.71 ELEV=703.28 PI STA=33+95.23 ELEV=701.43 PI STA=34+11.75 ELEV=702.78 PI STA=34+48.81 ELEV=702.48 PI STA=34+72.17 ELEV=701.13 PI STA=34+95.52 ELEV=702.48 PI STA=35+27.03 ELEV=701.93 PI STA=35+51.99 ELEV=700.58 PI STA=35+76.95 ELEV=701.93 PI STA=36+06.66 ELEV=701.41 PI STA=36+17.00 ELEV=700.06 PI STA=36+26.31 ELEV=701.41 PI STA=36+68.24 ELEV=700.66 PI STA=36+74.12 ELEV=699.31 PI STA=36+80.00 ELEV=700.66 PI STA=37+21.79 ELEV=699.91 PI STA=37+31.91 ELEV=698.56 PI STA=37+42.03 ELEV=699.91 PI STA=37+80.69 ELEV=699.61 PI STA=37+89.96 ELEV=698.26 PI STA=37+99.22 ELEV=699.61 SHEET NAME1" = 6'20R5PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FMAYES FAMILY LIMITEDPARTNERSHIPPIN:00755101DB 09903 PG 191N/FJPO BEVERLY LPPIN:00712255DB 30320 PG 843N/FTOWN OF CORNELIUSPIN:00712253DB 31409 PG 357INSTALL GRADE CONTROLLOG J-HOOK VANE (TYP.)INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)INSTALL LOG VANE (TYP.)INSTALL CHANNELBLOCK (TYP.)DO NOT DISTURBEXISTING WETLAND (TYP.)INSTALL TEMPORARYPROTECTION FENCE (TYP.)INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL LOG VANE (TYP.)INSTALL CHANNELBLOCK (TYP.)31+0032+0033+0034+0035+0036+0037+0038+00720710700690720710700690FLOWR5MATCH LINE - STA 31+00SEE SHEET 18FLOWR3MATCH LINE - STA 38+00SEE SHEET 20FLOWR4END CONSTRUCTION R4STA. 17+17CHANNEL FILL (TYP.)09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGFLOODPLAIN POOL (TYP.)TIE PROPOSED STREAM INTOEXISTING STREAMINSTALL STONE AND LOGSTEP POOL (TYP.) WLBWLBWLBWLB WLB WLBWLBWLBWLBWLBWLBWLBWLBWLBFDWAYFDWAYFDWAYFDWAY FDWAY FDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFP FPFPFPFPFPFPFPFPFPFPTPTPTPTPTPTPTPTPTP TP TPTP TPTPTPTPTP TPTP TPTPTP TP TPTPTPTPTP TPCECECECECECECECECECECECECEC/FC/FC/FC/FC/FC/FC/FCECECECE15+00 16+00 17+00 17+1737+0038+0039+0040+004 1 + 0 0 41+6420+0021+0022+0023+0024+0025+00EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-1.78%-1.01%-1.76%-1.77%-1.76%PI STA=37+80.69 ELEV=699.61PI STA=37+89.96 ELEV=698.26PI STA=37+99.22 ELEV=699.61PI STA=38+44.09 ELEV=698.81PI STA=38+61.50 ELEV=697.46PI STA=38+81.46 ELEV=698.81PI STA=39+11.02 ELEV=698.51PI STA=39+27.93 ELEV=697.16PI STA=39+44.84 ELEV=698.51PI STA=39+80.67 ELEV=697.88PI STA=39+88.63 ELEV=696.53PI STA=39+96.58 ELEV=697.88 PI STA=40+36.06 ELEV=697.18 PI STA=40+51.06 ELEV=695.83 PI STA=40+66.07 ELEV=697.18 PI STA=40+96.18 ELEV=696.65 PI STA=41+13.73 ELEV=695.30 PI STA=41+31.27 ELEV=696.65 SHEET NAME1" = 6'21R5PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FMAYES FAMILY LIMITEDPARTNERSHIPPIN:00755101DB 09903 PG 191N/FJPO BEVERLY LPPIN:00712255DB 30320 PG 843N/FTOWN OF CORNELIUSPIN:00712253DB 31409 PG 357END CONSTRUCTION R5STA. 41+64END CONSTRUCTION R3BEGIN CONSTRUCTION R1STA. 23+80INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)INSTALL GRADECONTROLLOG J-HOOKVANE (TYP.)END CONSTRUCTION R4STA. 17+1738+0039+0040+0041+0042+0043+0044+0045+00720710700690720710700690FLOWR5MATCH LINE - STA 38+00SEE SHEET 19FLOWR4FLOWR3CHANNEL FILL (TYP.)EXISTING 12" CERAMIC PIPEINV. IN 694.87INV. OUT 694.11TO BE REMOVEDINSTALL TEMPORARYPROTECTION FENCE (TYP.)09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGVERNAL POOL (TYP.)INSTALL LOGVANE (TYP.)INSTALL GEOLIFTW/ TOEWOOD (TYP.) WLBWLBWLBWLB WLB WLB WLBWLBWLBWLBWLBWLB WLB WLBWLBWLBCECECETPTPTP TPTPTPTPTPTPTPTPTPTPTPC/FC/FCECECE CECECECE CE CE10+0011+0012+0013+0014+0015+ 0 0 15+5534 + 0 0 35+0036+00 37+0 0 14+0015+0016+0017+001 8 + 0 0EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-1.51%-1.58%-1.37%-1.44%-1.59%PI STA=12+12.74 ELEV=705.00PI STA=12+22.63 ELEV=703.10 PI STA=12+32.53 ELEV=704.50 PI STA=12+72.22 ELEV=703.90 PI STA=12+92.15 ELEV=702.50 PI STA=13+12.09 ELEV=703.90 PI STA=13+46.82 ELEV=703.35 PI STA=13+66.62 ELEV=701.95 PI STA=13+86.42 ELEV=703.35 PI STA=14+26.71 ELEV=702.80 PI STA=14+45.14 ELEV=700.90 PI STA=14+63.56 ELEV=702.30 PI STA=15+01.70 ELEV=701.75 PI STA=15+14.23 ELEV=700.20 PI STA=15+26.76 ELEV=701.60 PI STA=15+37.48 ELEV=701.43 SHEET NAME1" = 6'22R6PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FMAYES FAMILY LIMITEDPARTNERSHIPPIN:00755101DB 09903 PG 191N/FPAUL JR. BJORNEBOEPIN:00714102DB 33037 PG 446DO NOT DISTURBEXISTING WETLAND (TYP.)BEGIN CONSTRUCTION R6STA. 10+00INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL CHANNELBLOCK (TYP.)INSTALL TEMPORARYPROTECTION FENCE (TYP.)INSTALL LOG VANE (TYP.)VERNAL POOL (TYP.)10+0011+0012+0013+0014+0015+0016+0017+00720710700690720710700690FLOWR6FLOWR5FLOWR309-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGTIE PROPOSED STREAM INTOEXISTING STREAMINSTALL GRADE CONTROLLOG J-HOOK (TYP.)END CONSTRUCTION R6STA. 15+38INSTALL CONSTRUCTEDLOG RIFFLE (TYP.)INSTALL CONSTRUCTEDROCK RIFFLE (TYP.) WLBWLBWLBWLBWLB WLBWLBWLBWLBWLBWLBWLBCECE CE CE10+0011+0012+0013+0013+16TPTP TPTPTPTPTPTPTP TPTPT P TPTP18+00 1 9 + 0 0 19+69C/FC/FC/F C/FCE CE CE CECECECECEEXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-3.44%-1.69%-0.52%PI STA=10+00.00 ELEV.=731.23PI STA=10+93.44 ELEV.=728.01PI STA=11+59.01 ELEV.=725.40PI STA=11+81.28 ELEV.=727.64 PI STA=12+70.00 ELEV.=726.14 PI STA=12+79.12 ELEV.=724.97 PI STA=12+89.00 ELEV.=726.14 PI STA=13+15.69 ELEV.=726.00 SHEET NAME1" = 6'23R6&R7APLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTH10+0011+0012+0013+00N/FPAUL JR. BJORNEBOEPIN:00714102DB 33037 PG 446N/FMAYES HILDA H FAMILY LPPIN:00714101DB 10281 PG 731INSTALL PERMANENTFORD STREAMCROSSING (TYP.)INSTALL LOGWEIR (TYP.)INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)INSTALL TEMPORARYPROTECTION FENCE (TYP.)FLOWR7AFLOWR7740730720710 740730720710END CONSTRUCTION R7STA. 19+64END CONSTRUCTION R7ASTA. 13+16BEGIN CONSTRUCTION R7ASTA. 10+00CHANNEL FILL (TYP.)09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWG TPTPTP TP 10+0011+0012+0013+0014+001 5 + 0 0 16+0017+00C/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FC/FCECECECECECECECECECECECECECECECECECEEXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-1.60%-1.64%-1.80%-1.61%-2.00%-2.02%-1.68%-1.64%-1.80%-1.87%-1.99%-1.77%-2.00%PI STA=11+01.31 ELEV.=735.77PI STA=11+13.84 ELEV.=735.57PI STA=11+17.37 ELEV.=734.40PI STA=11+20.90 ELEV.=735.57PI STA=11+36.15 ELEV.=735.32PI STA=11+44.53 ELEV.=734.15PI STA=11+52.91 ELEV.=735.32PI STA=11+72.33 ELEV.=734.97PI STA=11+76.00 ELEV.=733.80PI STA=11+76.72 ELEV.=734.97PI STA=12+01.51 ELEV.=734.57PI STA=12+07.00 ELEV.=733.40PI STA=12+12.00 ELEV.=734.57PI STA=12+22.00 ELEV.=734.37 PI STA=12+37.00 ELEV.=733.20 PI STA=12+45.00 ELEV.=734.37 PI STA=12+64.77 ELEV.=733.97 PI STA=12+75.35 ELEV.=732.80 PI STA=12+85.93 ELEV.=733.97 PI STA=12+97.81 ELEV.=733.77 PI STA=13+09.75 ELEV.=732.60 PI STA=13+20.00 ELEV.=733.77 PI STA=13+34.00 ELEV.=733.54 PI STA=13+43.00 ELEV.=732.37 PI STA=13+60.00 ELEV.=733.54 PI STA=13+70.00 ELEV.=733.36 PI STA=13+75.00 ELEV.=732.09 PI STA=13+91.00 ELEV.=733.26 PI STA=14+07.00 ELEV.=731.99 PI STA=14+23.00 ELEV.=733.16 PI STA=14+39.00 ELEV.=731.99 PI STA=14+46.00 ELEV.=733.16 PI STA=14+50.00 ELEV.=731.99 PI STA=14+55.00 ELEV.=733.16 PI STA=14+63.00 ELEV.=733.01 PI STA=14+74.60 ELEV.=731.84 PI STA=14+86.03 ELEV.=733.01 PI STA=15+06.15 ELEV.=732.61 PI STA=15+17.03 ELEV.=731.44 PI STA=15+27.92 ELEV.=732.61 PI STA=15+42.03 ELEV.=732.36 PI STA=15+49.14 ELEV.=730.99 PI STA=15+65.00 ELEV.=732.16 PI STA=15+80.00 ELEV.=730.69 PI STA=15+90.50 ELEV.=731.86 PI STA=16+10.00 ELEV.=730.29 PI STA=16+16.00 ELEV.=731.46 PI STA=16+55.00 ELEV.=729.79 PI STA=16+65.00 ELEV.=730.96 PI STA=16+90.00 ELEV.=730.46 PI STA=17+07.00 ELEV.=728.79 PI STA=17+28.00 ELEV.=729.96 SHEET NAME1" = 6'24R7PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FPAUL JR. BJORNEBOEPIN:00714102DB 33037 PG 446N/FMAYES HILDA H FAMILY LPPIN:00714101DB 10281 PG 731N/FPAUL JR. BJORNEBOEMARIE F BJORNEBOEPIN:00714106DB 35212 PG 263INSTALL LOG ANDROCK STEP POOL (TYP.)INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)INSTALL GEOLIFTW/ TOEWOOD (TYP.)BEGIN CONSTRUCTION R7STA. 11+06MATCH LINE - STA 17+00SEE SHEET 24FLOWR772073074010+0011+0012+0013+0014+0015+0016+0075017+00720730740750CHANNEL FILL (TYP.)09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGINSTALL CONSTRUCTEDLOG RIFFLE (TYP.) WLBWLBWLBWLBWL B WLB WLB WLB WLBWLB WLBWLBWLBWLBWLB WLB WLBWLBWLBWLBWLBWLBWLBWLBCECECE C E CECECE11+0012+0013+0013+16TPTP TP TPTPTPTP TP TPTPTPTPTP TP16+00 17+00 18+0019+0019+69C/FC/FC/FC/F C/FC/FCE CE CE CECE-2.00%-1.96%-1.67%-1.94%-1.89%-2.00%0.00%PI STA=16+90.00 ELEV.=730.46PI STA=17+07.00 ELEV.=728.79PI STA=17+28.00 ELEV.=729.96PI STA=17+56.00 ELEV.=729.41PI STA=17+60.00 ELEV.=727.94PI STA=17+70.00 ELEV.=729.11PI STA=17+91.00 ELEV.=728.76PI STA=17+99.85 ELEV.=727.29PI STA=18+08.54 ELEV.=728.46PI STA=18+91.00 ELEV.=726.86PI STA=19+03.00 ELEV.=725.69PI STA=19+10.00 ELEV.=726.86 PI STA=19+47.00 ELEV.=726.16 PI STA=19+55.00 ELEV.=726.00 PI STA=19+64.00 ELEV.=726.00 SHEET NAME1" = 6'25R7PLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FPAUL JR. BJORNEBOEPIN:00714102DB 33037 PG 446N/FMAYES HILDA H FAMILY LPPIN:00714101DB 10281 PG 731END CONSTRUCTION R7STA. 19+64END CONSTRUCTION R7ASTA. 13+16INSTALL TEMPORARYPROTECTION FENCE (TYP.)INSTALL PERMANENTFORD STREAMCROSSING (TYP.)INSTALL LOGWEIR (TYP.)INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)INSTALL GRADE CONTROLLOG J-HOOK VANE (TYP.)DO NOT DISTURBEXISTING WETLAND (TYP.)72073074010+0011+0012+0013+0014+0015+0016+0075017+00720730740750MATCH LINE - STA 17+00SEE SHEET 23FLOWR7 CHANNEL FILL (TYP.)09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGINSTALL CONSTRUCTEDLOG RIFFLE (TYP.) WLBWLB WLB WLB WLB WLB WLBWLBWLBWLBFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAY FDWAY FDWAY FDWAYFPFPFPFPFPFPFPFPFP10+0011+0011+68 CECECECECECECECEC/FC/FC/F C/FC/F25+00 26+0027+00EXISTINGGROUNDDESIGNBANKFULLDESIGNTHALWEG-2.37%-2.50%-2.67%PI STA=10+00.00 ELEV.=695.00PI STA=10+19.00 ELEV.=694.24PI STA=10+32.00 ELEV.=694.90PI STA=10+40.00 ELEV.=694.71PI STA=10+44.00 ELEV.=694.05PI STA=10+55.00 ELEV.=694.71PI STA=10+69.00 ELEV.=693.95PI STA=10+86.00 ELEV.=694.61PI STA=10+96.00 ELEV.=694.36PI STA=11+05.00 ELEV.=693.60PI STA=11+16.00 ELEV.=694.26PI STA=11+28.00 ELEV.=693.94 INV:690.22 15"CPPBAILEY ROAD FDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPFPFP FPFPFPFPFP C/FC/FC/FC/FC/FC/F13+00 14+00 1 5 + 0 0 TP TPTPTPTPCE CECECEC/FC/FC/FC/FCECE CECECECECECE CE CEC ECE10+0011+0012+0013+0014+0043+0044+0045+00-1.46%-1.45%-1.52%0.73%PI STA=10+00.00 ELEV.=691.88 PI STA=10+74.22 ELEV.=690.79 PI STA=10+94.22 ELEV.=690.50 PI STA=12+00.85 ELEV.=688.88 PI STA=14+04.01 ELEV.=690.36 SHEET NAME1" = 6'26R8&GREENWAYPLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTHN/FTOWN OF CORNELIUSPIN:00712253DB 31409 PG 357N/FCHARLOTTTE-MECKLENBURGBOARDO OF EDUCATIONPIN:00712108DB 27025 PG 514INSTALL ROCKWEIR (TYP.)INSTALL GEOLIFTW/ TOEWOOD (TYP.)INSTALL CONSTRUCTEDSTONE RIFFLE (TYP.)INSTALL LOGWEIR (TYP.)DO NOT DISTURBEXISTING WETLAND (TYP.)INSTALL CHANNELBLOCK (TYP.)BEGIN CONSTRUCTION R8STA. 10+00END CONSTRUCTION R8STA. 11+28FLOWR168069070010+0011+0012+0010+0011+0012+0013+0071014+00680690700710FLOWR8CHANNEL FILL (TYP.)09-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWGINSTALL CONSTRUCTEDLOG RIFFLE (TYP.)MATCH LINE - STA 14+00 SEE SHEET 27PROPOSED DUAL24'-30" RCPSINV IN = 687.07'INV OUT = 686.67'TOP OF GRAVEL = 690.60'PROPOSED 12' WIDE 6"THICK AGGREGATE BASECOURSE PATH FOR FUTUREGREENWAY (SEE DETAIL)PROPOSED DUAL20'-30" RCPSINV IN = 687.07'INV OUT = 686.67'FINISHED GRADE OFGRAVEL SHALL BE 2"BELOW ADJACENTSIDEWALK GRADE TOACCOMDATE FINISHEDASPHALT PATHPROPOSED GRAVELFINSIHED GRADEEXISTING GROUND FDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPCECECECECECECECECECEC/FC/FC/FC/FC/FC/FC/FC/FC/F14+0015+0016+0017+0018+0019+0020+0021+0035+0037+003 8 + 0 039+0040+0041+0042+0043+000.55%-0.23%0.84%0.59%0.89%0.91%1.52%-0.47%PI STA=14+04.01 ELEV.=690.36PI STA=15+44.31 ELEV.=691.64 PI STA=16+74.02 ELEV.=692.36 PI STA=17+46.77 ELEV.=692.19 PI STA=18+36.75 ELEV.=692.94 PI STA=19+10.00 ELEV.=693.37 PI STA=19+87.64 ELEV.=694.07 PI STA=20+75.03 ELEV.=695.40 PI STA=21+17.79 ELEV.=695.20 SHEET NAME1" = 6'27GREENWAYPLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTH68069070014+0015+0016+0071017+0068069070071009-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWG18+0019+0020+0021+00MATCH LINE - STA 14+00SEE SHEET 26 MATCH LINE - STA 21+0 0 SEE SHEET 28 PROPOSED 12' WIDE 6"THICK AGGREGATE BASECOURSE PATH FOR FUTUREGREENWAY (SEE DETAIL)PROPOSED 6" CPPFOR DRAINAGEINV IN =690.72'INV OUT = 690.70'PROPOSED 6" CPPFOR DRAINAGEINV IN =690.72'INV OUT = 690.70'PROPOSED GRAVELFINSIHED GRADEEXISTING GROUND WLBWLBWLBWLBWLBFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPCECECECECECECECECECECECECECECECECECECECECECECECECECECECECEC/FC/FC/FC/FC/FC/FC/FC/FC/FC/F21+0022+0023+0024+0025+0026+0027+0028+0029+0031+0033+0035+00-0.11%0.82%0.41%-0.11%0.89%1.23%0.90%-2.00%-0.47%-0.23%PI STA=20+75.03 ELEV.=695.40PI STA=21+17.79 ELEV.=695.20PI STA=21+83.92 ELEV.=695.05PI STA=22+59.08 ELEV.=693.54 PI STA=23+35.71 ELEV.=693.46 PI STA=24+45.71 ELEV.=694.36 PI STA=25+46.46 ELEV.=694.78 PI STA=26+13.89 ELEV.=694.70 PI STA=27+33.05 ELEV.=696.16 PI STA=27+49.96 ELEV.=696.32 PI STA=28+32.65 ELEV.=697.05 SHEET NAME1" = 6'28GREENWAYPLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTH68069070021+0022+0023+0071024+0068069070071009-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWG25+0026+0027+0028+00MATCH LINE - STA 21+00SEE SHEET 27 MATCH LINE - STA 28+00 SEE SHEET 29PROPOSED 12' WIDE 6"THICK AGGREGATE BASECOURSE PATH FOR FUTUREGREENWAY (SEE DETAIL)PROPOSED 40'-24" RCPINV IN =692.35'INV OUT = 692.25'PROPOSED 20'-24" RCPINV IN =691.00'INV OUT = 690.80'PROPOSED GRAVELFINSIHED GRADEEXISTING GROUND INV:694.11 12"CERAMIC WLB WLBWLBWLBWLBWLBWLBWLBWLB WL B WLBWLBWLB FDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPFPTPCECECECECECECECEC/FC/FC/FC/FC/FC/F28+0029+0030+00 31+0031+800.89%1.93%3.90% 1 2 . 3 2 % PI STA=28+32.65 ELEV.=697.05PI STA=30+01.88 ELEV.=700.32 PI STA=31+33.31 ELEV.=705.44 PI STA=31+79.85 ELEV.=711.17 SHEET NAME1" = 6'29GREENWAYPLAN ANDPROFILEDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-14801" = 60'1" = 6'MECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONBANK4-23-2016-001CATAPLNO.PR O F ESSIONALSEAL36916ENGINEER N O R THCAROLINACHRISTOPAT O M . ICHERS N O T F O R C O N S T R U C T I O N P R E L I M I N A R Y P L A N SFINAL MIT PLANB4-23-20NORTH28+0029+0030+0031+0069070071009-29_UPPER ROCKY_PLAN AND PROFILE_SHEETS.DWG720690700710720MATCH LINE - STA 28+00SEE SHEET 28 TIE GRAVEL INTOEXISTING CURBPROPOSED GRAVELFINSIHED GRADEEXISTING GROUND WLBWLBWLB WLBWLBWLBWLBWLB WLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLB WLBWLBWLBWLBWLBWLB WLBWLBWLBWLBWLBCECECECECECECECECECECE10+00 11+00 12+0013+0013+16TPTPTPTPTPTPTPTP10+00 11+0012+00 13+0014+00 15+00 16+00 17+ 0 0 18+0019+0019+69CE C E C E CE CECECECECECECEC E END CONSTRUCTION R7STA. 19+69END CONSTRUCTION R7ASTA. 13+16BEGIN CONSTRUCTION R7STA. 11+06BEGIN CONSTRUCTION R7ASTA. 10+00PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERSDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-1480FINAL MIT PLANB4-23-201" = 150'4-23-2016-001CATAPLN/A30-33_UPPER ROCKY_REVEGETATION PLAN.DWGMECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONPROJECTN O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SAPLREVEGETATIONPLANN/APLANTING ZONESPLANTING NOTESPLANTING SCHEDULEPERMANENT SEEDINGSCHEDULETEMPORARY SEEDINGSCHEDULE30-33_UPPER ROCKY_REVEGETATION PLAN.DWG1.THE FOLLOWING TABLES LIST THE PROPOSED VEGETATION SPECIESSELECTION FOR THE PROJECT REVEGETATION. THE TOTAL PLANTINGAREA IS APPROXIMATELY 17.3 ACRES AND WILL VARY BASED ON SITECONDITIONS DURING CONSTRUCTION.2.FINAL VEGETATION SPECIES SELECTION MAY CHANGE DUE TOREFINEMENT OR SPECIES AVAILABILITY AT THE TIME OF PLANTING.SPECIES SUBSTITUTIONS WILL BE COORDINATED BETWEEN ENGINEER ANDPLANTING CONTRACTOR PRIOR TO THE PROCUREMENT OF PLANT/SEEDSTOCK.3.IN GENERAL, WOODY SPECIES SHALL BE PLANTED AT A DENSITY OF 680STEMS PER ACRE AND A MINIMUM OF 50 FEET FROM THE TOP OFRESTORED STREAMBANKS TO THE REVEGETATION LIMITS. EXACTPLACEMENT OF THE SPECIES WILL BE DETERMINED BY THECONTRACTOR’S VEGETATION SPECIALIST PRIOR TO SITE PLANTING ANDBASED ON THE WETNESS CONDITIONS OF PLANTING LOCATIONS.4.SUPPLEMENTAL PLANTING ACTIVITIES SHALL BE PERFORMED WITHIN THEEXISTING BUFFER ENHANCEMENT AREA USING SPECIES DESCRIBED INRIPARIAN BUFFER PLANT MIXTURE.5.ANY INVASIVE SPECIES VEGETATION, SUCH AS CHINESE PRIVET(LIGUSTRUM SINENSE), MULTIFLORA ROSE (ROSA MULTIFLORA), ANDMICROSTEGIUM (MICROSTEGIUM VIMINEUM), WILL BE INITIALLY TREATEDAS DESCRIBED IN THE CONSTRUCTION SPECIFICATIONS PRIOR TOPLANTING ACTIVITIES TO ALLOW NATIVE PLANTS TO BECOME ESTABLISHEDWITHIN THE CONSERVATION EASEMENT.6.LARGER NATIVE TREE SPECIES TO BE PRESERVED WILL BE FLAGGED BYTHE ENGINEER PRIOR TO CONSTRUCTION ACTIVITIES. ANY TREESHARVESTED FOR WOODY MATERIAL WILL BE UTILIZED TO PROVIDE BEDAND BANK STABILIZATION, COVER AND/OR NESTING HABITAT.7.ALL DISTURBED AREAS WILL BE STABILIZED USING MULCHING ANDSEEDING AS DEFINED IN THE CONSTRUCTION SPECIFICATIONS AND THEAPPROVED SEDIMENTATION AND EROSION CONTROL PLANS.Botanical NameCommon Name% Proposedfor Plantingby SpeciesWetlandToleranceRiparian Buffer Bare Root Plantings – Overstory(Proposed 8’ x 8’ Planting Spacing @ 680 Stems/Acre)Betula nigraRiver Birch8%FACWFraxinuspennsylvanicaGreen Ash4%FACWPlatanusoccidentalisAmericanSycamore8%FACWUlmus americanaAmerican Elm6%FACWLiriodendrontulipiferaTulip-poplar7%FACUQuercus lyrataOvercup Oak6%OBLQuercus michauxiiSwamp ChestnutOak7%FACWRiparian Buffer Bare Root Plantings – Understory(Proposed 8’ x 8’ Planting Spacing @ 680 Stems/Acre)Diospyros virginianaPersimmon7%FACAmelanchierarboreaCommonServiceberry5%FACCephalanthusoccidentalisButtonbush6%OBLCarpinus carolinianaIronwood6%FACCornus amomumSilky Dogwood6%FACWAsimina trilobaPaw Paw6%FACLindera benzoinSpicebush6%FACWAlnus serrulataHazel Alder6%OBLCeltis laevigataSugarberry6%FACWRiparian Buffer Live Stake Plantings - Streambanks(Proposed 2’-3’ Spacing @ Meander Bends and 6’-8’ Spacing @Riffle Sections)SambucuscanadensisElderberry20%FACWSalix sericeaSilky Willow30%OBLSalix nigraBlack Willow10%OBLCornus amomumSilky Dogwood40%FACWBotanical NameCommon Name% Proposedfor Plantingby SpeciesSeeding Rate(lb/acre)WetlandTolerancePermanent Herbaceous Seed Mixture – Streambank, Floodplain, Wetlands andRiparian Buffer Areas(Proposed Seed Rate @ 15 lbs/acre)Andropogon gerardiiBig blue stem10%1.5000FACDichantheliumclandestinumDeer Tongue15%1.5000FACWCarex crinataFringed sedge10%2.2500FACW+ChasmanthiumlatifoliumRiver oats5%1.5000FACUElymus virginicusVirginia wild rye15%1.5000FACJuncus effususSoft rush5%2.2500FACW+Panicum virgatumSwitchgrass10%1.5000FAC+Eutrochium fistulosumJoe-pye-weed5%0.7500FACWSchizachyriumscopariumLittle blue stem10%0.7500FACUTripsacum dactyloidesEasterngamagrass5%0.7500FAC+Sorghastrum nutansIndiangrass10%0.7500FACUPlanting DatesBotanical NameCommon NameApplication Rate(lbs/acre)September toMarchSecale cerealeRye Grain (Cool Season)130April to AugustUrochloa ramosaBrowntop Millet (WarmSeason)4030MATCH LINE SEE SHEET 29MATCH LINE SEE SHEET 31 WETLAND BUFFER ENHANCEMENTRIPARIAN BUFFER RESTORATIONRIPARIAN BUFFER PRESERVATIONWETLAND BUFFER RESTORATION WLBWLBWLB WLBWLBWLBWLBWLBWLB WLBWLB WLB WLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWL B WLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLBWLB WLBWLBWLBWL B WLBWLBWLBWLBWL B WLBWLB WLB WLBWLB WLBWLBWLBWLB FDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPCECECECECECECE10+0011+0011+68TPTPTPTPTPTPTPTP TPTPTPTPTP TPTP TPTPTPTPTPTPTPTPTPTPTP TPTPTPCECECECECECECECECE CE CECEC E CECECECECE CECE27+0028+0029+0030 + 0 031+003 1 + 8 0 CE CE CECECECECECE CE CECE CECE CE CECECECECECECE10+0011+0012+0013+0014+001 5 + 0 0 15+5510+00 11+00 1 2 + 0 0 1 3 + 0 0 14 + 0 0 15+00 16+00 17+0017 +1 7 22+00 23+00 24+0025+00 26+0027+00 28+00 29+00 30+0031+ 0 0 32+0033+0034+0035+0036+ 0 0 3 7 + 0 0 3 8 + 0 0 39+0040+0041+00 41+6410+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020 + 0 0 21+002 2 + 0 0 23+0024+0025+0026+0027+0028+00BEGIN CONSTRUCTION R8STA. 10+00END CONSTRUCTION R8STA. 11+28BEGIN CONSTRUCTION R4STA. 10+00BEGIN CONSTRUCTION R3STA. 10+00BEGIN CONSTRUCTION R6STA. 10+00END CONSTRUCTION R6STA. 15+38END CONSTRUCTION R4STA. 17+17END CONSTRUCTION R5STA. 41+64END CONSTRUCTION R3BEGIN CONSTRUCTION R1STA. 23+80PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERSDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-1480FINAL MIT PLANB4-23-201" = 150'4-23-2016-001CATAPLN/A30-33_UPPER ROCKY_REVEGETATION PLAN.DWGMECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONPROJECTN O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SAPLREVEGETATIONPLANN/APLANTING ZONES30-33_UPPER ROCKY_REVEGETATION PLAN.DWG31MATCH LINE SEE SHEET 29MATCH LINE SEE SHEET 30 MATCH LINE SEE SHEET 32 WETLAND BUFFER ENHANCEMENTRIPARIAN BUFFER RESTORATIONRIPARIAN BUFFER PRESERVATIONWETLAND BUFFER RESTORATION BAILEY ROADWLB WLBFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFDWAYFPFPFPFPFPFPFPF P FP FPFPFPFPFPFPFP FPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFPFP10+0011+0012+00 13+00 14+00 15 + 0 0 16+0016+ 2 2 TPTPCE CECECECE CECECECECECECECECECECE CECECECECECECECECECECECECE CECECE10+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0023+0024+0025+0026+0027+0028+0029+0030+0031+0032+0033+0034+0035+0036+0037+003 8 + 0 0 39+0040+0041+0042+0043+0044+0045+0046+0047+0047+32BEGIN CONSTRUCTION R2STA. 10+00BEGIN CONSTRUCTION R1END CONSTRUCTION R1STA. 47+32END CONSTRUCTION R2STA. 16+35BAILEY ROAD BAILEY ROADDOVES CREST ROADPR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERSDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-1480FINAL MIT PLANB4-23-201" = 150'4-23-2016-001CATAPLN/A30-33_UPPER ROCKY_REVEGETATION PLAN.DWGMECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONPROJECTN O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SAPLREVEGETATIONPLANN/APLANTING ZONES30-33_UPPER ROCKY_REVEGETATION PLAN.DWG32MATCH LINE SEE SHEET 31 WETLAND BUFFER ENHANCEMENTRIPARIAN BUFFER RESTORATIONRIPARIAN BUFFER PRESERVATIONWETLAND BUFFER RESTORATION WLB WL B WL BWLBWLBWLBWLBWLBWLBWLBWLBWLB WLB WLB WLB WLBW L B WLB10+001 1 + 0 0 12+0012+08TPTPTPTPTP TPTPTPTP TPCECECE CE CE CECECECECE CE CE CECECECECECECE CE C E10+0011+0012+0013+0014+00 15+001 6 + 0 0 1 7 + 0 0 1 8 + 0 0 19+0020+ 0 0 21+00 22+ 0 0 23+00BEGIN CONSTRUCTION R5ASTA. 10+00BEGIN CONSTRUCTION R5STA. 10+00END CONSTRUCTION R5ASTA. 12+08PR O F ESSIONALSEAL36916ENGINEE R N O R THCAROLINACHRISTOPAT O M . ICHERSDESCRIPTIONNO.REVISIONSDATEPROJECT NAMESHEET NUMBERDESIGNED BY :DRAWN BY :DATE :PROJECT NO. :FILENAME :DRAWING INFORMATIONSHEET NAMEGRAPHIC SCALEHORIZ. SCALE :VERT. SCALE :NORTHWATER & LAND SOLUTIONS7721 Six Forks Rd., Suite 130 Raleigh, NC 27615(919)614-5111waterlandsolutions.comPROJECT ENGINEERDRAFT MIT PLANA9-11-19ENGINEERING SERVICES BYWLS ENGINEERING, PLLCFIRM LICENSE NO. P-1480FINAL MIT PLANB4-23-201" = 150'4-23-2016-001CATAPLN/A30-33_UPPER ROCKY_REVEGETATION PLAN.DWGMECKLENBURG COUNTY, NCUPPER ROCKYMITIGATIONPROJECTN O T F O R C O N S T R U C T I O N P R E L IM I N A R Y P L A N SAPLREVEGETATIONPLANN/APLANTING ZONES30-33_UPPER ROCKY_REVEGETATION PLAN.DWG33MATCH LINE SEE SHEET 30MATCH LINE SEE SHEET 31WETLAND BUFFER ENHANCEMENTRIPARIAN BUFFER RESTORATIONRIPARIAN BUFFER PRESERVATIONWETLAND BUFFER RESTORATION