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Home My WebLink About20210392 Ver 1_Justus Rd Erosion Control Plans with JS impacts and Sec 106 info_20210406456 78910 11 1213 14 DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA WATAUGA COUNTY GRAPHIC SCALEPLANSPROFILE (HORIZONTAL)PROFILE (VERTICAL)STATESTATE PROJECT REFERENCE NO.STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTIONNO.TOTALSHEETSN.C.SHEET Prepared in the Office of:DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINA31-MAR-2021 11:19R:\Road_Projects\Secondary\Watauga\SR1137_Justus Rd\Dgn\New Wilson Alignment\EC Work\Plan Sheets\SR1137_EC_TSH_1.dgn$$$$USERNAME$$$$02550 05 10 05 10 ROADSIDE ENVIRONMENTAL UNITEROSION AND SEDIMENT CONTROL MEASURESCONSTRUCTION.GRUBBING PHASE OFFOR CLEARING ANDEROSION CONTROL PLANSTHIS PROJECT CONTAINSTemporary Silt DitchTemporary Silt FenceSilt Basin Type BStilling BasinTDTemporary DiversionTemporary Rock Silt Check Type-BTemporary Rock Silt Check Type-ATemporary Rock Sediment Dam Type-ATemporary Rock Sediment Dam Type-B Type A Type B Type CABCTemporary Silt FenceTSDStd. #DescriptionSymbol Temporary Berms and Slope Drains Rock Inlet Sediment Trap:1630.031630.051605.011622.011633.011634.011634.021635.011635.021630.041632.011632.021632.03Rock Pipe Inlet Sediment Trap Type-ARock Pipe Inlet Sediment Trap Type-BTemporary Rock Sediment Dam Type ATemporary Rock Sediment Dam Type BTemporary Silt FenceRoadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Designrevison thereto are applicable to this project and by reference hereby are considered a part ofthese plans.Rock Pipe Inlet Sediment Trap Type AEC-11606.01Special Sediment Control Fence1634.011634.021635.011605.011630.01Temporary Berms and Slope Drains1606.011622.01Special Sediment Control FenceRiser Basin1635.02Rock Pipe Inlet Sediment Trap Type B1604.01Railroad Erosion Control Detail1607.01Gravel Construction EntranceSkimmer Basin Tiered Skimmer BasinInfiltration BasinSpecial Stilling Basin1630.06Temporary Rock Silt Check Type-A withMatting and Polyacrylamide (PAM)Wattle/Coir Fiber WattleWattle/Coir Fiber Wattlewith Polyacrylamide (PAM)1630.021633.02NATURAL RESOURCES DIVISION OF WATER QUALITY.ISSUED BY THE NORTH CAROLINA DEPARTMENT OF ENVIRONMENT ANDNCG-010000 GENERAL CONSTRUCTION PERMIT EFFECTIVE AUGUST 3, 2011WITH THE REGULATIONS SET FORTH BY THETHESE EROSION AND SEDIMENT CONTROL PLANS COMPLYUnit - N. C. Department of Transportation - Raleigh, N. C., dated January 2012 and the latest1630.05Temporary Diversion1630.04Stilling Basin1630.03Temporary Silt Ditch1630.02Silt Basin Type B1630.06Special Stilling Basin1631.01Matting Installation1632.021632.01Rock Inlet Sediment Trap Type BRock Inlet Sediment Trap Type A1632.03Rock Inlet Sediment Trap Type C1633.011633.02Temporary Rock Silt Check Type BTemporary Rock Silt Check Type A1640.01Coir Fiber Baffle1645.01Temporary Stream CrossingEWCFWDIVISION OF HIGHWAYSDIVISION 11, DISTRICT 2 BOONEP.O. BOX 1460, BOONE, N.C. 2860711C.095108292018 STANDARD SPECIFICATIONSREVISION:VICINITY MAPSTA 00+00BEGIN PROJECTLINVILLEBOONETaylorRd.ClarksCreekRd.FoscoGeorge EggersSusanTownsendRd.Jason Townsend Rd.ClarksCreekRd.WildDaisyLn. Clark OakwoodLn.JustusRd.JustusRd.CreekRd.PisgahNationalForest.19H.03 .08 ChurchChristian Foscoe FLutherianHoly CommunionHChurch CemeterySeventh Day AdventFChurch AdventSeventh Day1.011.22STA 66+81.51END PROJECTSR 1137 JUSTUS RD FROM END OF PAVEMENT 1.27 MILES TO END OF MAINT.STA 5+44 TO E.O.P. 66+81.51 -L- STA 00+00 TO E.O.P. 6+90 -Y1- SEE Project#17BP.11.R.29 For Roadway Plans Sta 0+00 to 5+44LOCATION: TYPE OF WORK:GRADING, DRAINAGE, BASE AND PAVING - 1.29 MILES 06/29/15 04/18/19 BEGAN SURVEY:END SURVEY:ON THIS PROJECTSENSITIVE AREA(S) EXISTENVIRONMENTALLY SR 1137 JUSTUS ROAD2927.92 SR 1137 JUSTUS RDSR 1137 J USTUS RDSR 1137 JUST US R D S R 113 7 J US TUS R DSR 1137 JUSTUS RDSR 1137 JUSTUS RD & Shrubs &Shrubs -L--L2--L2--Y1--Y1--Y1--L2--L2--L2--L2--L--L--DRIVE1-5+00 2 5 +0 0 30+00 35+00 40+00 45+00 50+00 55+00 60+0065+00-L- 7+66.6 BK=10+0015+0020+00 5+00STA 0+00 TO STA 5+44SEE PROJECT #17BP.11.R.29CLARKS CREEK RD.SR1136 CLARKS CREEK RD.SR1136ADVENT CHURCHSEVENTH DAY PARISHCLONINGERBYRDWILSONWILSONASHBURNWILSONASHBURNWILSONBYRD JRBYRDBYRDWILSONWILSONASHBURNWILSONWILSONLowmanLowmanWillardGlaspeyBoren McDANIEL T y o McDANIEL T y o K N O X B yr d Araiza Cundi ff IAraiza KE L L E YHurstRunner Sea mon Duck worth Bra wley F AI RBETTERBu nt o n ChidesterWILSONRENTAL PROP.APPALACHIAN BOC Sta. 5+441516-L3- 7+66.6 AH=-L3- 21+04.81 BK=-L- 24+17.38 AH=E.O.P. Sta. 66 + 81.51 11361137116815801136113811371136(105 SHEET NO.PROJECT REFERENCE NO.1A 04/16/11 7 daysNoneHigh Quality Water Zones7 daysSlopes steeper than 3:1Slopes 3:1 or flatterAll other areas flatter than 4:1and slopesPerimeter dikes, swales, ditchesNone7 days14 days14 daysnot steeper than 2:1, 14 days are allowedIf slopes are 10 ft. or less in length and are7 days for slopes greater than 50' in lenght(except for perimeters and HQW zones)None Site Area DescriptionStabilization Time FrameStabilization Time Frame ExceptionsGROUND STABILIZATION CHART installation" in the BMP manual section 4.2 "Pipe & Culvert 10. More information on wet pipe installation can be found chart.9. Establish permanent vegetation per ground stabilization on existing measures. control measures and perform maintenance as needed of the pipe. Also complete installation of erosion8. Install slope protection on the outlet and inlet ends7. Place the new pipe and compact backfill. with 20% of the diameter below streambed elevation. streambed elevation. Pipes less than 48”must be buried in streams 48”or greater must be buried 12” below and the Wildlife Resources Commission, all pipes6. Per permit conditions for Corps of Engineers either side of new pipe or culvert unless indicated on permit.5. Excavation of stream channel shall not exceed 10' on escaping the project. material and sediment from entering stream and 4. Remove material and existing pipe while limiting, placed in the dry. Install dewatering measures.3. Manage the water course. The pipe must be 2. Install erosion control devices. permit conditions and impact area limits.1. Prior to installing any E&SC measures identify Wet Pipe Installation Schedule and NotesGROUND STABILIZATION CHARTGENERAL E&SC NOTESTROUT BUFFER ZONE SEQUENCEEROSION CONTROL & PIPE INSTALLATION SCHEDULETrout projects. erosion control chain except for the final device in HWQ and PAM is to be placed on all Type A checks and wattles in theblasting in close proximity to streams.Flyrock protection such as blast mats should be provided forthe extent practical upon completion of construction.to native vegetation characteristic of an undisturbed buffer toThe disturbed areas within the stream buffer shall be restoredto allow for concentrated flows.of fabric, and in low points of the silt fence in 3-foot sectionsbedrock is encountered which prohibits the proper anchoring Special sediment control fence shall be used in areas where shall be used instead of standard silt fence in trout buffer zone. Silt fence backed by woven wire, with a post spacing of 6 feet, Notes: seeding. product, bonded fiber matrix, or flexible growth medium after road shoulders) shall be protected with rolled erosion control 6. Graded slopes and fills within the trout buffer zone (excluding to restrain erosion. or permanent ground cover, devices, or structures sufficient grading be planted or otherwise provided with temporary within 7 calendar days of completion of any phase of 5. Graded slopes and fills within the trout buffer zone will including provision of adequate ground cover. be phased so that each day’s work is a completed work, the area from the edge of water to the top of bank, should are exposed. Stream bank stabilization, which includes to minimize the length of time that disturbed areas 4. Work within the buffer zone should be sequenced3. Install EC devices is commenced.2. All materials should be on the hand before work any special provisions. trout buffer variance approval conditions for permit conditions and impact area limits. Review1. Prior to installing any E&SC measures identify Projects in Trout Buffer ZonesGeneral Erosion Control Sequence & Notes for NC DOT control chain except for the final device in HWQ and Trout projects. PAM is to be placed on all Type A checks and wattles in the erosion For silt basin size see the attached erosion control plans.Notes: chart.5. Establish permanent vegetation per ground stabilization4. All devices are to be cleaned out when half full. water is leaving the project or entering a pipe. with the temporary rock silt checks in locations where3. No. 5 stone, or equivalent, will be used in conjunction by percent grade as shown in the erosion control plan.2. Temporary rock silt checks, type B will be spaced be implemented as soon as practical.F. Other permanent erosion control measures are to as soon as the pipe is installed.E. Pipe outlet and inlet protection will be done installed as soon as ditch line is established.D. Final stone ditch checks or wattles shall be areas as soon as the disturbance begins. wattles with PAM shall be installed in all disturbedC. Temporary stone ditch checks with PAM or shall be installed after clearing and before grading.B. Silt fences and temporary silt ditches before clearing and grubbing begins.A. Temporary silt basins shall be installed erosion control measures will be as follows:1. Generally, the order of installation of the Erosion Control Schedule and Notes11C.095108 0.02 FT/FT0.02 FT/FTCLGRADEPOINTGRADE TO THIS LINE0.080.082:1 CLTRAVEL LANEDITCHSHOULDERSHOULDERTRAVEL LANEVARIESVARIESVARIESTYPICAL SECTION NO. 1 3:1Right of WayShoulderTravel LaneTravel LaneShoulderDitch9.0'4.0'4.0'9.0'6.0'GRAPHIC SCALE0'5'5'SHEET NO.PROJECT REFERENCE NO.ROADWAY DESIGNENGINEERENGINEER2 11C.095108PAVEMENT DESIGN6/2/9919-AUG-2020 09:29R:\Road_Projects\Secondary\W atauga\SR1137_Justus Rd\Dgn\New Wilson Alignment\EC Work\Plan Sheets\W A1137_typ_2.dgn$$$$USERNAM E$$$$SR 11377'-9'7'-9'14'-18' EXISTING TYPICAL SECTION45.0'1.5:1C1E1D1C1D1PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE,E1PROP. ASPHALT SURFACE TREATMENT (TRIPLE SEAL).PROP. APPROX. 6" AGGREGATE BASE COURSE.TYPE I19.0C, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. TYPICAL SECTION NO. 2 SHEET NO.PROJECT REFERENCE NO.ROADWAY DESIGNENGINEERENGINEER2-111C.095108PAVEMENT DESIGN6/2/9919-AUG-2020 09:30R:\Road_Projects\Secondary\W atauga\SR1137_Justus Rd\Dgn\New Wilson Alignment\EC Work\Plan Sheets\W A1137_typ_2.dgn$$$$USERNAM E$$$$TYPICAL SECTION NO. 3 GRAPHIC SCALE0'5'5'0.02 FT/FT0.02 FT/FTCLGRADEPOINTGRADE TO THIS LINE0.080.082:1 3:1Right of WayShoulderTravel LaneTravel LaneShoulderDitch9.0'4.0'4.0'9.0'45.0'1.5:1C1E1D10.02 FT/FT0.02 FT/FTCLGRADEPOINTGRADE TO THIS LINE0.080.082:1 3:1Right of WayShoulderTravel LaneTravel LaneShoulderDitch1.5:1C1E1D1 STATIONS 10+00 to 20+00VariesVariesVariesVariesVariesVaries-Y- STATIONS 0+00 to 6+80Varieswith Edge of Pavement to tie one Lane at Bridge.* Ditch Line and Planted Buffer to be tapered parallel 10+00 to 20+00Planted Buffer1+00 to 2+30Planted BufferC1D1PROP. APPROX. 3" ASPHALT CONCRETE INTERMEDIATE COURSE,E1PROP. ASPHALT SURFACE TREATMENT (TRIPLE SEAL).PROP. APPROX. 6" AGGREGATE BASE COURSE.TYPE I19.0C, AT AN AVERAGE RATE OF 342 LBS. PER SQ. YD. SHEET NO.PROJECT REFERENCE NO.EC-3 DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINASOIL STABILIZATION SUMMARY SHEETHYDRAULICSROADWAY DESIGNENGINEERENGINEERSUBTOTALMISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEERTOTALSAYSIDESTATIONTOSTATIONFROM LINESHEET NO.CONSTESTIMATE (SY)STATIONTOSIDESTATIONFROM LINESHEET NO.CONSTESTIMATE (SY)MATTING FOR EROSION CONTROLPERMANENT SOIL REINFORCEMENT MATSUBTOTALTOTALSAYADDITIONAL PSRM TO BE INSTALLED7-L-19+50rT7-L--Y-1519+50rtLT24011C.09510839039039000017+008024+60.55702+756+00 SHEET NO.PROJECT REFERENCE NO. DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINAHYDRAULICSROADWAY DESIGNENGINEERENGINEER11C.095108SITE DESCRIPTIONSOIL STABILIZATION TIMEFRAMESSTABILIZATION TIME7 DAYSTIMEFRAME EXCEPTIONSPERIMETER DIKES, SWALES, DITCHES AND SLOPESHIGH QUALITY WATER (HQW) ZONES7 DAYSNONESLOPES STEEPER THAN 3:17 DAYSIF SLOPES ARE 10' OR LESS IN LENGTH AND ARENOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED.NONESLOPES 3:1 OR FLATTER14 DAYS14 DAYS7 DAYS FOR SLOPES GREATER THAN 50' INLENGTH.ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1NONE, EXCEPT FOR PERIMETERS AND HQW ZONES.EC-3B 6/21/00 DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINACOMPUTED BY:CHECKED BY:DATE:DATE:SHEET NO.PROJECT REFERENCE NO.31-M AR-2021 11:24.\WA1137_Pipe Data Sheet_3C.dgn$$$$USERNAM E$$$$3C11C.095108LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)SIZELO CATIO N (LT,RT, O R CL)REMARKSPIPE REM O VAL LIN.FT.12"15"18"24"30"36"42"EXISTING PIPESCLSTATIONCLCLCLCLCLCLCL12"15"18"24"30"36"42"72"NEW PIPES611'330'CLCLCLJ.B. STD. 840.31 or 840.32 ADD DRIVE PIPEADD PIPECLCLLTLT215'ADD PIPEREMOVE PIPEJ COMBS(UNLESS NOTED OTHERWISE)(RCP, CSP, CAAP, HDDE OR PVC)TYPE B DRAINAGE PIPE336'610'SHEET TOTALS-L3- 8+9850'ADD PIPE-L3- 19+5040'ADD PIPE-DR2- 00+1725'-DR1- 00+17ADD DRIVE PIPE-Y1- 00+5445'40'40'-Y1- 3+86108'DO NOT DISTURB40'-Y1- 5+17LT-L- 24+5935'32'32'-L- 28+2040'-L- 31+7665'REPLACE WET PIPE-L- 36+9042'29'29'REPLACE WET PIPE-L- 37+8360'61'61'REPLACE WET PIPE-L- 41+3355'40'40'-L- 41+2125'24'24'REPLACE PIPE-L- 42+17RT115'150'150'-L- 42+1745'39'39'REPLACE PIPE-L- 42+82RT21'-L- 43+18RT36'DO NOT DISTURB-L- 44+3745'-L- 46+37LT50'49'REPLACE PIPE-L- 47+99LT29'29'49'-L- 48+14CL45'ADD PIPE-L- 51+52CL50'36'36'REPLACE WET PIPE137'141'36'63'65'50'1REPLACE WET PIPE ADD JUNCTION BOX1REPLACE WET PIPE ADD JUNCTION BOX1ADD WET PIPE AND JUCTION BOX334'36'D.I. STD. 840.14 or 840.15 F & G STD 840.16 11-Y1- 4+39LT92'11ONLY REPLACE 36' OF PIPE ADD D.I.ADD PIPE AND D.I.-Y1- 5+59LT147'11ADD PIPE AND D.I.3320'RT-L3- 7+7430'ADD PIPE-L- 52+67LT20'ADD PIPE-L- 53+50RT75'ADD PIPEREPLACE WET PIPE72"45'45'45'REPLACE WET PIPE -L- 55+46CL60'60'60'-L- 57+82CL-L- 58+05RT85'85'REMOVE PIPE25'25'ADD PIPE-L- 59+42RT25'ADD PIPE-L- 59+77CL40'40'40'REPLACE WET PIPEREPLACE WET PIPE6/21/00 DIVISION OF HIGHWAYSSTATE OF NORTH CAROLINACOMPUTED BY:CHECKED BY:DATE:DATE:SHEET NO.PROJECT REFERENCE NO.31-M AR-2021 11:27R:\Road_Projects\Secondary\W atauga\SR1137_Justus Rd\Dgn\New W ilson Alignm ent\Plansheets\W A1137_Pipe Data Sheet_3C.dgn$$$$USERNAM E$$$$11C.095108LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER)SIZELO CATIO N (LT,RT, O R CL)REMARKSPIPE REM O VAL LIN.FT.12"15"18"24"30"36"EXISTING PIPESSTATION12"15"18"24"30"36"42"73"NEW PIPES150'LTCLCL210'J COMBS(UNLESS NOTED OTHERWISE)(RCP, CSP, CAAP, HDDE OR PVC)TYPE B DRAINAGE PIPE90'489'SHEET TOTALS-L- 60+03-L- 61+4945'60'-L- 63+6140'40'-L- 64+5540'40'-L- 65+08CL-L- 66+1230'20'20'165'160'40'35'33'33'REPLACE PIPE40'REPLACE PIPE-L- 62+5150'40'50'REPLACE PIPE-L- 62+40LT20'16'16'REPLACE PIPERT40'DO NOT DISTURBLT45'40'REPLACE PIPE45'40'REPLACE PIPELTREPLACE PIPE425'761'430'5065302'426'301'36'PROJECT TOTALS49'112'45'3C-11099'J.B. STD. 840.31 or 840.323 D.I. STD. 840.14 or 840.15 F & G STD 840.1633100'-L- 53+85LT30'ADD PIPE48"40'72" MATCHLINE**3+50 REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 11:30.\EC-4.dgn$$$$USERNAME$$$$8/17/99 EC-411C.0951080+00 1+00 2+00 3+0018" CMPTO NC 194CLARKS CREEK RD. S R113 6 N 03°06'02" W30' EASEMENT PER PB 12 PG 308RockLITTLE TREE LLCPB 12 PG 308BOR 307 PG 749J. JON TOWNSENDBOR 307 PG 749J. JON TOWNSENDJOHN ROBERT HODGESBOR 1534 PG 854BOR 1497 PG 668 MATCHLINE**3+50M A TCHLI NE**9+90REVISIONS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 11:31.\EC-5.dgn$$$$USERNAME$$$$8/17/99 EC-511C.0951084+00 5+00 6+00 7+00 36" CM P BST BSTCLARKS CREEK RD.SR 1137 JUSTUS RDGRGR 36" CMP50.00'SR1136 TO NC 105T SR 1137 JUSTUS ROADGRGRGRWOODSGRASST 4 8" C MP Soil40'-24"CMPProp Retain Wall STIMIL NIATNIAM12361-L--Y1-445'-24" CSP15" CSP-L3-18" CSPGRAVEL15" CSP0+00 1+00 2 + 00 8 +0 0ID 5.13 ft. weir9 x 3 x 38 - Type A Rock Cks @ 39'ID 5.24 ft. weir20 x 10 x 3ID 5.34 ft. weir12 x 4 x 3PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR +7.2%- 4. 5 %+10.3%Sta. 8+98 to 13+00 Rt30 Day StabilizationNOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE ANOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE AACRES DISTURBED = 0.01-L3- STA 9+29 to 9+78 LTENVIRONMENTALLY SENSITIVE AREAFT REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 11:33.\EC-6.dgn$$$$USERNAME$$$$8/17/99 EC-611C.095108MATCHLINE**9+91.04M ATCHLINE**16+21.72 WDSR 1137 JUSTUS ROADCLARKS CREEK108'-15"CM PDo Not Disturb+36 3187766STA. 13+00 TO 19+00 LT.REMOVE WHITE PINE TREESNOTE-Y1--L3--L3-24" CSP 18" CSP3+0010+00 11+00 12+00 13+00 14+00 15+00 16+0027 - Type A Rock Cks @ 29'ID 15.13 ft. weir6 x 3 x 37 - Type A Rock Cks @ 41'+4.3%+6.5%+10.3%+15.0%+17.0%Sta. 13+00 to 17+00 Rt30 Day StabilizationNOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE A NOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE A MATCHLINE**25+77REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 11:35.\EC-7.dgn$$$$USERNAME$$$$8/17/99 EC-711C.095108M ATCHLIN E**16+21.72 25+00 26+00GRAVEL GRAVELWDWELLOF CLARKS CREEKUNNAMED TRIB.SoilSoil 32'-18"CMPGWT35'-18"CSP9781011114wheeler trail STA. 13+00 TO 19+00 LT.REMOVE WHITE PINE TREESNOTE-L--L3--L3-18" CSP15" CSPG R A VEL GRAVEL717+0018+00 19+00 20+00 21+00ID 7.12 ft. weir9 x 3 x 34 - Type A Rock Cks @ 50'ID 7.22 ft. weir9 x 3 x 34 - Type A Rock Cks @ 40'ID 7.32 ft. weir9 x 3 x 3ID 7.43 ft. weir12 x 4 x 3 PROPOSED DITCH LINE.INSTALL PSRM IN THE PROPOSED DITCH LINE.INSTALL PSRM IN THEPROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR +00+0.0%-5.0%+50+6.3%+9.2%Sta. 17+00 to 19+50 Rt60 Day Stabilization-L3-Sta. 19+50 to -L-24+60.55 Rt60 Day StabilizationSta. 24+60 to 28+32 Rt60 Day StabilizationNOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE ANOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE AF MATCHLINE**25+77 MATCHLINE**32+17REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 11:36.\EC-8.dgn$$$$USERNAME$$$$8/17/99 EC-811C.09510826+0027+00 2 8 + 0 0 29+0030+00 31+00 32+00 Soil SR 1137 JUSTUS RD45'-73"CMAP40'-18"CSP ADD 114wheeler trail11-L-65'-72" CAAP11 - Type A Rock Cks @ 31'13 - Type A Ro c k Cks @ 25'ID 8.13 ft. weir12 x 4 x 3ID 8.22 ft. weir9 x 3 x 3PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR Sta 27+00 to 31+00 Lt.No Embankment ConstructionSta 27+00 to 31+00 Lt.No Embankment Construction+9.2%+9.2%+11.2%+ 7. 1 %Sta. 28+33 to 31+83 Rt30 Day StabilizationSta. 31+68 to 36+96 Lt60 Day StabilizationNOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE ANOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE A MATCHLINE**32+17MATCHLINE**38+57REVISIONS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 11:37.\EC-9.dgn$$$$USERNAME$$$$8/17/99 EC-911C.09510833+00 34+00 35+00 36+00 37+00 38+00TSR 1137 JUSTUS RD42" CMPElk Ridge Farm Yellow Daisy Ln Springs Soil Gr 61'-24"CMP Gr Drwy29'-18"C MP Gr Drwy WOODSWOODS60'-24"CSP 42'-18" CSPDO NOT DISTURB12131112 - Type A Rock Cks @ 41'ID 9.12 ft. weir9 x 3 x 32 - Type A Rock Cks @ 32'ID 9.22 ft. weir9 x 3 x 3PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR +7.1%+7.1%+7.3%NOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE ADISTURBED ACRES = 0.02-L- STA 36+95 to 37+71 LTENVIRONMENTALLY SENSITIVE AREA M ATCHLIN E**38+57 M A T C H L IN E **44+97REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 11:38.\EC-10.dgn$$$$USERNAME$$$$8/17/99 EC-1011C.09510839+00 40+00 41+00 42+00 43+00 44+00TSR 1137 JUSTUS RDPavedPaved Pa ve dGr PavedPavedPavedGr15" HDPE+02Gr Drwy39' -12"HDPE40'-24"CMPGr 24'-12"C MP 1 5 0'- 1 8 "CMP36'-18"CMP21'-24"CSP55'-24"CSP4 5'- 1 5"CS P 2 5'- 1 5"CS P +24 141515A1516115'- 2 4" C S P18 - Type A Rock Cks @ 34'ID 10.12 ft. weir9 x 3 x 3PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR +8.5%+ 8. 5 %+8.5%+10.1%NOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE ANOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE A M ATCHLINE**44+97 MATCHL INE**51+ 37 REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 11:39.\EC-11.dgn$$$$USERNAME$$$$8/17/99 EC-1111C.09510845+0046+00 47+00 48+00 49+00 50+00 51+00TTSR 1137 JUSTUS RDGr3 6'-3 0" C MPGW29' -15"CMP49'-18"RCPGWGr DrwyGr Drwy45 ' -18 "CSP 50'-15"CSPREMOVEADD16 1718161715A201912 - Type A Rock Cks @ 29'ID 11.14 ft. weir24 x 8 x 3ID 11.24 ft. weir12 x 6 x 3ID 11.34 ft. weir12 x 4 x 310 - Type A Rock Cks @ 31'PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR +10.1%+9.6%+9.6%NOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE A MATCHLINE**51+37MATCHLINE**57+77REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 11:40.\EC-12.dgn$$$$USERNAME$$$$8/17/99 EC-1211C.09510852+00 53+00 54+00 55+00 56+00 57+00 58+0059+00T T SR 1137 JUSTUS RDGr GrLark Spur Tr ail Gr Gr Drwy8 5'- 15" RCP60'-24"HDPE36'-30"CMP 3ft Stream2ft Stream2ft Strea m60-24"CSP50'-36"CSP REMOVE2119202117202115" CSP15" CSP18" CSPID 12.13 ft. weir9 x 3 x 315 - Type A Rock Cks @ 24'ID 12.24 ft. weir12 x 4 x 316 - Type A Rock Cks @ 24'ID 12.34 ft. weir18 x 6 x 3ID 12.44 ft. weir12 x 6 x 3ID 12.53 ft. weir9 x 3 x 3ID 12.63 ft. weir9 x 3 x 36 - Type A Rock Cks @ 29'PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR +11.9%+11.9%+9.8 %NOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE ANOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE ANOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE ANOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE A M ATCHLIN E**57+77 M ATCHLINE**64+17 REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 13:31R:\Road_Projects\Secondary\Watauga\SR1137_Justus Rd\Dgn\New Wilson Alignment\EC W ork\Plan Sheets\EC-13.dgn$$$$USERNAME$$$$8/17/99 EC-1311C.09510858+0059+00 60+00 6 1 + 0 0 62+0063+0064+00Gr DrwyG r D rw y Gr DrwyGr DrwyDO NOT DISTURBSR 1137 JUSTUS RDGrGr Drwy40'-48" CMP50' -18"CMP1 6'- 1 2 "CMP 40'-18" C MP 33'-12"RCP40'-24"HDPEGr Drwy85'-15" RCP1ft Stream1ft Stream60' -18"CSP2 0'- 1 5 "CS P 45'-18" C SP 35'-15"CSP40'-24"CSP25'-15"CSPREMOVE 25'-15"CSP23 24252627222729266 - Type A Rock Cks @ 35'ID 13.12 ft. weir9 x 3 x 3ID 13.22 ft. weir9 x 3 x 38 - Type A Rock Cks @ 17'ID 13.32 ft. weir9 x 3 x 35 - Type A Rock Cks @ 18'ID 13.42 ft. weir9 x 3 x 3ID 13.54 ft. weir12 x 6 x 3ID 13.64 ft weir14 x 7 x 313 - Type A Rock Cks @ 18'PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR +16.8%+16.1%Sta. 60+00 to 61+57 Lt60 Day StabilizationSta. 61+57 to 62+64 Lt60 Day StabilizationSta. 62+64 to 65+14 Lt60 Day StabilizationNOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE ANOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE ANOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE AT T MATCHLINE**64+17 REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 11:42.\EC-14.dgn$$$$USERNAME$$$$8/17/99 EC-1411C.09510864+0065+00 66+00 Gr Drwy Gr DrwyGr DrwySR 1137 JUSTUS RDSignEOMNCDOT 40'-15" RCP 40'-15" HDPE2 0'- 2 4 " CMP30'-15"CSP45'-18"CSP 45'-15"CSP18" C MP +89+4528 302829ID 14.14 ft. weir12 x 6 x 32 - Type A Rock Cks @ 24'ID 14.22 ft. weir6 x 3 x 3PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR +16.1%+12.2%NOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE A MATCHL INE**5+ 90 REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 11:42.\EC-15.dgn$$$$USERNAME$$$$8/17/99 EC-1511C.0951087+00 CLARKS CREEKPOND40'-18"CMP40'-24"CMP4531766-Y1--Y1-445'-24" CSP15" CSP-L3--L3-18" CSP24" CSP18" CSPDI18" CSPGRAVEL0+001+00 2+003+00 4+00 5+00 6+00 8+0010+00 11+00 12+0013+00ID 5.24 ft. weir20 x 10 x 327 - Type A Rock Cks @ 29'ID 5.34 ft. weir12 x 4 x 3PROPOSED DITCH LINE.EROSION CONTROL IN THEINSTALL RIPRAP FOR ID 15.13 ft. weir6 x 3 x 3 PROPOSED DITCH LINE.INSTALL PSRM IN THE7 - Type A Rock Cks @ 41'-4.5%+10.3%+4.3%+6.5%+10.3%Sta. 8+98 to 13+00 Rt30 Day StabilizationNOTE: PLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE APLACE PAM ON EVERY OTHER TEMPORARYROCK SILT CHECK TYPE AACRES DISTURBED = 0.006-Y1- STA 0+69 to 1+11 RTENVIRONMENTALLY SENSITIVE AREAFT MATCHLINE**5+90REVISIO NS HYDRAULICSROADWAY DESIGNENGINEERENGINEER R/W SHEET NO.SHEET NO.PROJECT REFERENCE NO. 31-MAR-2021 11:44.\EC-16.dgn$$$$USERNAME$$$$8/17/99 EC-1611C.095108GRAVEL2SFDWDWELLOF CLARKS CREEKUNNAMED TRIB.SHED1SFDRK WALLDECK72" WWWDGRAVEL18" CMP 12" PLASTICC LA R K S C R E E KRock W all BARNWDGr #24440'-8"HDPEBUILDINGWD +30+38+65+43329988831STA 6+90END -Y1- EXISTING PIPE SIZE:SHEET 1 OF 824" X 40' CMPNEW PIPE SIZE: 24" x 45'1 ft StreamREVISIO NS SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER 11C.0951085R/W SHEET NO.8/17/9931-MAR-2021 11:45.\SR 1137_Wet Pipe_ Sta. 0+54 Y1.dgn$$$$USERNAME$$$$6'9'9'4'1 8'SR 1137 Justus Rd.45RATING: C4 5'(INDEX 8-12-2) to Clarks Creek STREAM NAME: Unnamed Tributary2880288528902895290029051+00WITH 3.8% FALLPIPE TO BE LAID ON A 110 SKEW4'290529002895289028852880WET PIPE SURVEY STA. 0+54 -Y1-GRSoil 40'-24"CMPProp Retain Wall STIMIL NIATNIAM-L--Y1-45'-24" CSP15" CSP-L3-18" CSPGRAVEL15" CSP7+00 8+00 10+00 0+00 EXISTING PIPE SIZE:SHEET 2 OF 818" X 32' CMPNEW PIPE SIZE: 18" x 35'1 ft StreamREVISIO NS SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER 11C.0951087R/W SHEET NO.8/17/9931-MAR-2021 11:46.\SR 1137_Wet Pipe_ Sta. 24+59.dgn$$$$USERNAME$$$$6'9'9'6'1 8'SR 1137 Justus Rd.45RATING: C4 5'WITH 7.4% FALLPIPE TO BE LAID ON A 96 SKEW(INDEX 8-12-2) to Clarks Creek STREAM NAME: Unnamed Tributary21+00 25+00 26+00 20+00300230073012301730223027 302730223017301230073002WET PIPE SURVEY STA. 24+59GARDENTBOR 1133, PG 577BOR 1209 PG 492BOR 1209 PG 492-L-- L--L3-GRAVEL GARDEN32'-18"CMPT35'-18"CSPBOR 1133, PG 577BOR 1209 PG 492BOR 1209 PG 492-L-- L--L3-18" CSP15" CSPGRAVEL FF EXISTING PIPE SIZE:SHEET 3 OF 873" X 45' CMAP4 ft StreamREVISIO NS SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER 11C.0951088R/W SHEET NO.8/17/9931-MAR-2021 11:47.\SR 1137_Wet Pipe_ Sta. 31+76.dgn$$$$USERNAME$$$$6'9'9'6'1 8'SR 1137 Justus Rd.45RATING: C4 5'(INDEX 8-12-2) to Clarks Creek STREAM NAME: Unnamed TributaryWET PIPE SURVEY STA. 31+7630+00 31+00 32+00 33+00WITH 4.4% FALLPIPE TO BE LAID ON A 130 SKEW3095.03100.03090.03085.03080.03075.03100.03095.03090.03085.03080.03075.0NEW PIPE SIZE: 72" X 65' CAAP45'-73"CMAPDO NOT DISTURB65'-72" CAAP45'-73"CMAPDO NOT DISTURB65'-72" CAAPCC EXISTING PIPE SIZE:SHEET 4 OF 818" X 29' CMP4 ft StreamREVISIONS SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER 11C.0951089R/W SHEET NO.8/17/9931-MAR-2021 11:48.\SR 1137_Wet Pipe_ Sta. 36+90.dgn$$$$USERNAME$$$$6'9'9'4'SR 1137 Justus Rd.45RATING: C(INDEX 8-12-2) to Clarks Creek STREAM NAME: Unnamed TributaryWET PIPE SURVEY STA. 36+9036+00 37+00WITH 4.0% FALLPIPE TO BE LAID ON A 125 SKEW3130.03135.03125.03120.03115.03110.0NEW PIPE SIZE: 18" X 42'3135.03130.03125.03120.03115.03110.04'T42" CMP3P Rail 3 P Rail S p ring s Gate Soil 61'-24"CMP BridgeCovered 29'-18"C MP4 5'1 8'60'-24"CSP 42'-18"CSPBOR 1709 PG 296T42" CMP3P Rail 3 P Rail S p ring s Gate SoilSign61'-24"CMP BridgeCovered 29'-18"C MP4 5'1 8'60'-24"CSP 42'-18"CSPBOR 1709 PG 2961 EXISTING PIPE SIZE:SHEET 5 OF 824" X 61' CMP4 ft StreamREVISIONS SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER 11C.0951089R/W SHEET NO.8/17/9931-MAR-2021 11:49.\SR 1137_Wet Pipe_ Sta. 37+83.dgn$$$$USERNAME$$$$6'9'9'4'SR 1137 Justus Rd.45RATING: C(INDEX 8-12-2) to Clarks Creek STREAM NAME: Unnamed TributaryWET PIPE SURVEY STA. 37+8337+00WITH 5.6% FALLPIPE TO BE LAID ON A 135 SKEW3135.03140.03130.03125.03120.03115.0NEW PIPE SIZE: 24" X 60'4'3140.03135.03130.03125.03120.03115.0T42" CMPS p ring s Soil61'-24"CMPGr Drwy29'-18"CMP60'-24"CSP42'-18"CSPT 42" CMPS p ring s Soil61'-24"CMPGr Drwy29'-18"CMP60'-24"CSP42'-18"CSP EXISTING PIPE SIZE:SHEET 6 OF 830" X 36' CMP3 ft StreamREVISIO NS SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER 11C.09510812R/W SHEET NO.8/17/9931-MAR-2021 11:50.\SR 1137_Wet Pipe_ Sta. 51+52.dgn$$$$USERNAME$$$$6'9'9'6'1 8'SR 1137 Justus Rd.45RATING: C4 5'(INDEX 8-12-2) to Clarks Creek STREAM NAME: Unnamed TributaryWET PIPE SURVEY STA. 51+52WITH 7.6% FALLPIPE TO BE LAID ON A 134 SKEW3265.03270.03260.03255.03250.03245.050+00 51+00 52+0053+00NEW PIPE SIZE: 36" x 50'3270.03265.03260.03255.03250.03245.0TT SR 1137 JUSTUS RDGr 36'-30"CMP 3ft Stream 3ft Stream50'-36"CSP 15" CSPTT SR 1137 JUSTUS RDGr 36'-30"CMP 3ft Stream 3ft Stream50'-36"CSP 15" CSP EXISTING PIPE SIZE:SHEET 7 OF 824" X 60' HDPE2 ft StreamREVISIO NS SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER 11C.09510812R/W SHEET NO.8/17/9931-MAR-2021 11:51.\SR 1137_Wet Pipe_ Sta. 55+46.dgn$$$$USERNAME$$$$6'9'9'6'1 8'SR 1137 Justus Rd.45RATING: C4 5'(INDEX 8-12-2) to Clarks Creek STREAM NAME: Unnamed TributaryWET PIPE SURVEY STA. 55+46NEW PIPE SIZE: 24" x 60'3315.03310.03305.03395.03390.056+00 3300.03315.03310.03305.03300.03395.03390.0WITH 10.2% FALLPIPE TO BE LAID ON A 119 SKEWArborGrape Gr Drwy60'-24"HDPE2ft Stream2ft Stream60-24"CSP+ 2 0 ArborGrape Gr Drwy60'-24"HDPE2ft Stream2ft Stream60-24"CSP+ 2 018.5C1.026.3C6.2 EXISTING PIPE SIZE:SHEET 8 OF 824" X 40' HDPE1 ft StreamREVISIO NS SHEET NO.PROJECT REFERENCE NO.HYDRAULICSROADWAY DESIGNENGINEERENGINEER 11C.09510813R/W SHEET NO.8/17/9931-MAR-2021 11:52.\SR 1137_Wet Pipe_ Sta. 59+77.dgn$$$$USERNAME$$$$6'9'9'6'1 8'SR 1137 Justus Rd.45RATING: C4 5'(INDEX 8-12-2) to Clarks Creek STREAM NAME: Unnamed TributaryWET PIPE SURVEY STA. 59+77NEW PIPE SIZE: 24" x 40'3365.03360.03355.03345.03340.03350.059+00 61+003340.03345.03350.03355.03360.03365.0WITH 7.8% FALLPIPE TO BE LAID ON A 107 SKEWTGr DrwyS R 113 7 J US T US RDWD GRHedge Gr 40' -18"CMP33'-12"RCP40'-24"HDPEGr DrwyTrees85'-15" RCPGW1ft Stream35'-15"CSP40'-24"CSP25'-15"CSPREMOVE2 5'- 1 5" C S PT Gr DrwyS R 113 7 J US T US RDWD GRHedge Gr 40' -18"CMP33'-12"RCP40'-24"HDPEGr DrwyTrees85'-15" RCPGW1ft Stream35'-15"CSP40'-24"CSP25'-15"CSPREMOVE2 5'- 1 5" C S P