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Home My WebLink About20201570 Ver 1_Meeting Request Review Doc Attachment_20201027Consulting Engineers Middlesboro, Kentucky 606 248 6600 Tri-Cities, Tennessee 423 467 8401 Copyright 1994 Vaughn & Melton, Inc. All Rights Reserved c Charlotte, North Carolina Tennessee 865 546 5800 Knoxville, South Carolina 864 574 4775 Spartanburg, Asheville, North Carolina 828 253 2796 4 PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SIGNATURE: SIGNATURE: P.E. P.E. HYDRAULICS ENGINEER ENGINEER ROADWAY DESIGN LOCATION: TYPE OF WORK: DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 7/19/2018 10:38:01 AMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_rdy_tsh.dgnUser:jddavesCONTRACT:DEPARTMEN T O F TRA N S PORTATIONSTATE O F NORT H CAR O LI NAPrepared in the Office of: VAUGHN & MELTON ASHEVILLE NC, 28806 1318-F PATTON AVE. RIGHT OF WAY DATE: LETTING DATE: PROJECT ENGINEER PROJECT DESIGN ENGINEER DESIGN DATA FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS NCDOT CONTACT: DESIGN DATAGRAPHIC SCALES PLANS PROFILE (HORIZONTAL) 0 PROFILE (VERTICAL) MPHV= = = ADT ADT 008/17/11704 357 0488 0 PE R/W CONST. GRADING, DRAINAGE, PAVING, AND STRUCTURE REECE SCHULER, PE JOSH DEYTON, PE =T MACON COUNTY DIVISION 14 - BRIDGE MANAGER ON SR 1448 (WEST OLD MURPHY ROAD) Z TO SR 1133 TO SR 1128 Murphy Rd. W est Old N/A14SP.20561.1 14SP.20561.1 N/A 14SP.20561.1 N/A LENGTH ROADWAY TIP PROJECT 14SP20561.1 = 0.056 MI 14SP.20561.1 LENGTH STRUCTURE TIP PROJECT 14SP.20561.1 = 0.012 MI TOTAL LENGTH OF TIP PROJECT 14SP.20561.1 = 0.068 MI14SP.20561.120 401020 20 10 20 40 4 2 4 8 5902011 880 55 7% -L- STA. 12+93.72 BEGIN BRIDGE -L- STA. 13+56.32 END BRIDGE N. Jones Creek Rd. Jo n es Creek Rd . A lliso n W a tts R d .DAVID DAVES DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 83 NA 2011NC GRIDAIN HT OR LR O CA ROFESSI ON GE NREINE SEALPNAL REE CE M. SCHULER26960NORH C ROLI N APROFESSIONAL ENGINEER T A RUONDIR .S YEL DARB033023 S E A L 24 2031 -L- STA. 14+96.12 END CONSTRUCTION -L- STA. 15+00.00 END PROJECT 14SP20561.1 -L- STA. 11+40.00 BEGIN PROJECT 14SP.20561.1PROJECT:DALRYMPLE ROAD -DR1- SR 1448 WEST OLD MURPHY ROAD -L- Clearing on this project shall be performed to the limits established by method II. This project is not within the boundary of any municipality. ALLISON CREEK BRIDGE NO. 343 OVER ALLISON CREEK ALLISON CREEKLOCATION PROJECT JULY 21, 2017 DECEMBER 8, 2020 FUNC CLASS = SUBREGIONAL TIER LOCAL COLLECTOR MINOR 2018 STANDARD SPECIFICATIONS VICINITY MAP 1448 1448 11331132 1303 1302 1303 1304 1308 1306 1301 1128 1128 11301131 Detour Route NAD 83 NA 2011 NC GRID DocuSign Envelope ID: 0AD1B2C2-5EF0-4417-BE78-244C2C7C15A2 2/4/2019 2/4/2019 ENGINEER SHEET NO.PROJECT REFERENCE NO.7/19/2018 11:17:02 AMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_psh01a.dgnUser:jddavesROADWAY DESIGN 14SP.20561.1 AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL REE CE M. SCHULER26960 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 1A FOR ROADS AND STRUCTURES. ACCORDANCE WITH SECTION 801 OF THE 2018 NORTH CAROLINA STANDARD SPECIFICATIONS ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT IN RIGHT-OF-WAY MARKERS: UTILITY OWNERS ON THIS PROJECT ARE: Duke Energy and Frontier Communication UTILITIES: APPROACHING A BRIDGE. SECTION PRIOR TO SETTING OF THE SLOPE STAKES FOR THE EMBANKMENT OR EXCAVATION THE ENGINEER SHALL CHECK THE STRUCTURE END BENT PLANS, DETAILS, AND CROSS- END BENTS: MAKE HIS OWN INVESTIGATION AS TO THE SUBSURFACE CONDITIONS. NO SUBSURFACE PLANS ARE AVAILABLE ON THIS PROJECT. THE CONTRACTOR SHOULD SUBSURFACE PLANS: WORK" IN ACCORDANCE WITH SECTION 104-7. SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC WILL BE PAID FOR AS "EXTRA TEMPORARY SHORING: WITH THE ENGINEER PRIOR TO ORDERING GUARDRAIL MATERIAL. CONSTRUCTION AS DIRECTED BY THE ENGINEER. THE CONTRACTOR SHOULD CONSULT THE GUARDRAIL LOCATIONS SHOWN ON THE PLANS MAY BE ADJUSTED DURING GUARDRAIL: SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.02 ASPHALT, EARTH, AND CONCRETE SHOULDER CONSTRUCTION ON THE HIGH SIDE OF SHOULDER CONSTRUCTION: SECTIONS. SUPERELEVATION IS TO BE REVOLVED ABOUT THE GRADE POINTS SHOWN ON THE TYPICAL STD. NO. 225.05 USING THE RATE OF SUPERELEVATION AND RUNOFF SHOWN ON THE PLANS. ALL CURVES ON THIS PROJECT SHALL BE SUPERELEVATED IN ACCORDANCE WITH SUPERELEVATION: METHOD II. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY CLEARING: PROPER TIE-IN. PLACED. GRADE LINES MAY BE ADJUSTED BY THE ENGINEER IN ORDER TO SECURE A ALONG THE CENTER LINE OF SURVEY ON WHICH THE PROPOSED RESURFACING WILL BE ARE SHOWN, THE PROFILES SHOWN DENOTE THE TOP ELEVATION OF THE EXISTING PAVEMENT SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. WHERE NO GRADE LINES THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED GRADING AND SURFACING OR RESURFACING AND WIDENING: REVISED: EFFECTIVE: 01-16-2018 GENERAL NOTES: 2018 SPECIFICATIONS 876.02 Guide for Rip Rap at Pipe Outlets 862.03 Structure Anchor Units 862.02 Guardrail Installation 862.01 Guardrail Placement 846.04 Drop Inlet Installation in Shoulder Berm Gutter 846.01 Concrete Curb, Gutter and Curb & Gutter 840.66 Drainage Structure Steps 840.35 Traffic Bearing Grated Drop Inlet - for Cast Iron Double Frame and Grates 840.29 Frames and Narrow Slot Flat Grates 840.25 Anchorage for Frames - Brick or Concrete or Precast 840.00 Concrete Base Pad for Drainage Structures DIVISION 8 - INCIDENTALS 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I DIVISION 5 - SUBGRADE, BASES AND SHOULDERS 422.03 Reinforced Bridge Approach Fills - Type A Alternate Approach Fill for Integral Abutment DIVISION 4 - MAJOR STRUCTURES 300.01 Method of Pipe Installation DIVISION 3 - PIPE CULVERTS 225.04 Method of Obtaining Superelevation - Two Lane Pavement 225.02 Guide for Grading Subgrade - Secondary and Local 200.02 Method of Clearing - Method II DIVISION 2 - EARTHWORK STD.NO. TITLE project and by reference hereby are considered a part of these plans: N. C. Department of Transportation - Raleigh, N. C., Dated January, 2018 are applicable to this The following Roadway Standards as appear in "Roadway Standard Drawings" Highway Design Branch - 2018 ROADWAY ENGLISH STANDARD DRAWINGS REV. EFF. 01-16-2018 S-1 THRU S-13 STRUCTURE PLANS X-1 THRU X-7 CROSS-SECTIONS X-1A CROSS-SECTION SUMMARY RF-1 THRU RF-3 REFORESTATION PLANS EC-1 THRU EC-5 EROSION CONTROL PLANS PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS TMP-1 THRU TMP-3 TRAFFIC CONTROL PLANS 4 PLAN AND PROFILE SHEET 3D-1 DRAINAGE SUMMARY PAVEMENT REMOVAL SUMMARY SUMMARY OF GUARDRAIL, AND ASPHALT 3B-1 SUMMARY OF EARTHWORK AND WEDGING DETAILS 2A-1 PAVEMENT SCHEDULE, TYPICAL SECTIONS, 1C-1 SURVEY CONTROL SHEET 1B CONVENTIONAL SYMBOLS LIST OF STANDARD DRAWINGS 1A INDEX OF SHEETS, GENERAL NOTES, AND 1 TITLE SHEET SHEET NUMBER SHEET INDEX OF SHEETS DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 2/4/2019 Existing Edge of Pavement Existing Curb Proposed Slope Stakes Cut Proposed Slope Stakes Fill Existing Metal Guardrail Existing Cable Guiderail Proposed Guardrail Equality Symbol Pavement Removal Existing Right of Way Marker Existing Right of Way Line h Existing Control of Access C F Existing Easement Line HYDROLOGY: Stream or Body of Water Hydro, Pool or Reservoir Flow Arrow Disappearing Stream Spring ;zvW K Proposed Lateral, Tail, Head Ditch False Sump Proposed Cable Guiderail MAJOR: Bridge, Tunnel or Box Culvert Bridge Wing Wall, Head Wall and End Wall MINOR: Head and End Wall Pipe Culvert Footbridge Paved Ditch Gutter UTILITIES: ROADS AND RELATED FEATURES: Existing Power Pole Proposed Power Pole P U/G Power Cable Hand Hole Power Manhole Power Line Tower Power Transformer Existing Joint Use Pole Proposed Joint Use Pole Existing Telephone Pole Proposed Telephone Pole Telephone Manhole Telephone Pedestal U/G Telephone Cable Hand Hole R }Tp Q l ] / b H-Frame Pole O O POWER: TELEPHONE: Telephone Cell Tower WATER: Water Manhole Water Meter Water Valve Water Hydrant 4 I H a TV: TV Pedestal TV Tower U/G TV Cable Hand Hole | I ] GAS: Gas Valve Gas Meter n c SANITARY SEWER: Sanitary Sewer Manhole Sanitary Sewer Cleanout U/G Sanitary Sewer Line d o A/G Water Above Ground Gas Line A/G Gas Above Ground Water Line Above Ground Sanitary Sewer A/G Sanitary Sewer MISCELLANEOUS: Utility Pole O F S 3 Utility Pole with Base Utility Located Object Utility Traffic Signal Box ? CONC CONC WW vvDrainage Box: Catch Basin, DI or JB Storm Sewer Storm Sewer Manhole m U/G Tank; Water, Gas, Oil A/G Tank; Water, Gas, Oil BOUNDARIES AND PROPERTY: State Line County Line Township Line City Line Reservation Line Property Line Existing Iron Pin Property Monument Existing Fence Line Proposed Woven Wire Fence Proposed Chain Link Fence Proposed Barbed Wire Fence g F 123 Existing Wetland Boundary Proposed Wetland Boundary Existing Endangered Animal Boundary Existing Endangered Plant Boundary BUILDINGS AND OTHER CULTURE: Area Outline Gas Pump Vent or U/G Tank Cap Church School Dam Sign Small Mine Well V M W W S x Foundation S Building y y VEGETATION: Single Tree X Y Vineyard Single Shrub Hedge Woods Line Orchard Vineyard RAILROADS: Standard Gauge RR Signal Milepost Switch RR Abandoned RR Dismantled S FLOW *S.U.E. = Subsurface Utility Engineering WLB EIP BECM CONC HW CB CSX TRANSPORTATION MILEPOST 35 SWITCH Cemetery EXISTING STRUCTURES: Parcel / Sequence Number E AATUR End of Information E.O.I. SHEET NO.PROJECT REFERENCE NO. Abandoned According to Utility Records WLB EAB EPB R W R W R W C A E TDE PDE PUE S P P T T TC TC T FO T FO W W TV TV TV FO TV FO G G SS FSS FSS ?UTL Jurisdictional Stream JS Buffer Zone 1 Buffer Zone 2 BZ 1 BZ 2 Wetland TUE DUE AUE CRProposed Curb Ramp CONVENTIONAL PLAN SHEET SYMBOLS Underground Storage Tank, Approx. Loc. Geoenvironmental Boring C A HPBExisting Historic Property Boundary U/G Power Line LOS B (S.U.E.*) U/G Power Line LOS C (S.U.E.*) U/G Power Line LOS D (S.U.E.*) P U/G Telephone Cable LOS B (S.U.E.*) U/G Telephone Cable LOS C (S.U.E.*) U/G Telephone Cable LOS D (S.U.E.*) T U/G Telephone Conduit LOS B (S.U.E.*) U/G Telephone Conduit LOS C (S.U.E.*) U/G Telephone Conduit LOS D (S.U.E.*) TC U/G Fiber Optics Cable LOS B (S.U.E.*) U/G Fiber Optics Cable LOS C (S.U.E.*) U/G Fiber Optics Cable LOS D (S.U.E.*) T FO U/G Water Line LOS B (S.U.E*) U/G Water Line LOS C (S.U.E*) U/G Water Line LOS D (S.U.E*) W U/G TV Cable LOS B (S.U.E.*) U/G TV Cable LOS C (S.U.E.*) U/G TV Cable LOS D (S.U.E.*) TV U/G Fiber Optic Cable LOS B (S.U.E.*) U/G Fiber Optic Cable LOS C (S.U.E.*) U/G Fiber Optic Cable LOS D (S.U.E.*) TV FO U/G Gas Line LOS B (S.U.E.*) U/G Gas Line LOS C (S.U.E.*) U/G Gas Line LOS D (S.U.E.*) G SS Forced Main Line LOS B (S.U.E.*) SS Forced Main Line LOS C (S.U.E.*) SS Forced Main Line LOS D (S.U.E.*) FSS Utility Unknown U/G Line LOS B (S.U.E.*) U/G Test Hole LOS A (S.U.E.*) STATE OF NORTH CAROLINA, DIVISION OF HIGHWAYS Note: Not to Scale UST Contaminated Site: Known or Potential Known Contamination Area: Soil Potential Contamination Area: Soil Known Contamination Area: Water Potential Contamination Area: Water Primary Horiz Control Point Primary Horiz and Vert Control Point Secondary Horiz and Vert Control Point Exist Permanent Easment Pin and Cap New Permanent Easement Pin and Cap Vertical Benchmark New Right of Way Line Concrete or Granite R/W Marker New Right of Way Line with Concrete C/A Marker New Control of Access Line with New Control of Access New Temporary Construction Easement New Temporary Drainage Easement New Permanent Drainage Easement New Permanent Drainage / Utility Easement New Permanent Utility Easement New Temporary Utility Easement New Aerial Utility Easement12/2/2016Computed Property Corner RIGHT OF WAY & PROJECT CONTROL: New Right of Way Line with Pin and Cap 1B14SP.20561.1 DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 -L- GR > BY THE NCDOT LOCATION AND SURVEYS UNIT. PROJECT CONTROL ESTABLISHED USING GLOBAL POSITIONING SYSTEM. NOTES: 1. THE CONTROL DATA FOR THIS PROJECT CAN BE FOUND ELECTRONICALLY BY SELECTING PROJECT CONTROL DATA AT: THE FILES TO BE FOUND ARE AS FOLLOWS: SITE CALIBRATION INFORMATION HAS NOT BEEN PROVIDED FOR THIS PROJECT. IF FURTHER HTTPS://CONNECT.NCDOT.GOV/RESOURCES/LOCATION/ INDICATES GEODETIC CONTROL MONUMENTS USED OR SET FOR HORIZONTAL PROJECT CONTROL INFORMATION IS NEEDED, PLEASE CONTACT THE LOCATION AND SURVEYS UNIT. DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY THE AVERAGE COMBINED GRID FACTOR USED ON THIS PROJECT THE N.C. LAMBERT GRID BEARING AND LOCALIZED HORIZONTAL GROUND DISTANCE FROM ALL LINEAR DIMENSIONS ARE LOCALIZED HORIZONTAL DISTANCES VERTICAL DATUM USED IS NAVD 88 -FINAL- ROW Marker Iron Pin and Cap-E SHEET NO.PROJECT REFERENCE NO.6/2/992/4/2019 3:09:28 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_ls_1c-1.dgnUser:jddavesLocation and Surveys NOTE: DRAWING NOT TO SCALE GEOID MODEL - G12NC SURVEY CONTROL SHEET 55-0343 -FINAL- 1C-155-0343 ELEV.=2,256.92' E=662,576.9200 N=527,414.8920 LOCALIZED PROJECT COORDINATES NCDOT BASELINE MONUMENT (BL-1) ELEV.=2,257.28' E=662,827.7360 N=527,702.9240 LOCALIZED PROJECT COORDINATES NCDOT BASELINE MONUMENT (BL-2) SR 1448 WEST 20' BST GRGR SR 1448 WEST OLD MURPHY ROAD 20' BSTGR GR PC Sta. 11+11.22 PT Sta. 11+63.97 POT Sta. 11+63.88 -L- POT STA 13+80.04 -DR1- POT Sta. 10+00.00 PC Sta. 14+15.90 PCC Sta. 15+20.02 PT Sta. 17+89.03 ELEV=2,258.12' BM-1 ELEV=2,252.82' BM-2 ELEV.=2,256.29 E=662,988.1460 N=527,944.9910 LOCALIZED PROJECT COORDINATES NCDOT BASELINE MONUMENT (BL-3) > -L- STA. 11+40.00 BEGIN PROJECT 14SP.20561.1 -L- STA. 15+00.00 END PROJECT 14SP.20561.1 ELEV.=2,251.00' E=663,077.1110 N=528,242.4470 LOCALIZED PROJECT COORDINATES NCDOT GPS MONUMENT (GPS-101) 825.92'S 30°29'31.8" W WOODS WITH NAD 83/NSRS 2011 STATE PLANE GRID COORDINATES OF NORTHING: 528242.4470(ft) EASTING: 663077.1110(ft) ELEVATION: 2251.00(ft) (GROUND TO GRID) IS: 0.9997722476 S 30° 29' 31.8" W 825.92' 550343_LS_CONTROL.TXT NC GRID NAD 83 NA 2011 MURPHY ROAD OLD -DR1-GRHTR ALIGN STATION OFFSET NORTH EAST L 11+40.00 -12.00 527538.53610 662648.88848 L L L 14+15.90 L 14+35.00 -35.00 527777.21290 662822.72495 L 14+70.00 -35.00 527803.65242 662843.73891 L 14+85.00 -30.00 527812.22351 662856.47247 L L L 30.00 L 13+70.00 30.00 527685.95723 662830.38729 L 13+67.00 40.00 527677.17419 662836.03158 L 13+50.00 40.00 527664.26342 662824.97567 L 30.00 L 11+50.00 30.00 527518.87943 662687.32590 L 11+40.00 12.00 527522.96937 662667.15531 NCDOT FOR MONUMENT "550343 G-101" "550343 G-101" TO -L- STATION 11+40.00 IS 14+85.00 527787.17304 662890.18411 13+30.00 -35.00 527697.85319 662754.99839 14+35.00 527735.88522 662872.89489 11+40.00 -35.00 527553.45421 662631.38277 14+96.12 -12.02 527810.35113 662877.41180 13+40.00 527663.17042 662810.87419 L 14+70.00 30.00 527764.10564 662895.32429 12.00 ALLISON CREEK ALLISON CREEK662810.87025527763.09870-35.00 3 BL3 527944.9910 662988.1460 2256.29 16+68.52 14.13 RT 2 BL2 527702.9240 662827.7360 2257.28 13+81.16 16.95 RT 1 BL1 527414.8920 662576.9200 2256.92 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION L STATION OFFSET BL **************************************** LOCUST TREE 8" SPIKE SET IN THE ROOT OF A 24" L STATION 17+38.00 48.84' LEFT N 528032.64 E 662957.72 BM2 ELEVATION = 2252.82' **************************************** **************************************** PINE TREE 8" SPIKE SET IN THE BASE OF A 15" WHITE S 51°27'22.6" W Dist 121.41' L STATION 9+92.11 23.55' LEFT N 527433.17 E 662544.42 BM1 ELEVATION = 2258.12' ****************************************1015PT Sta. 9+75.00 TYPE STATION NORTH EAST PC 11+11.22 527508.8200 662639.3856 PT 11+63.97 527548.9814 662673.5938 PC 14+15.90 527740.3334 662837.4549 PCC 15+20.02 527822.7971 662900.9415 PT 17+89.03 528062.7529 663020.5614 PT 9+75.00 527404.8876 662551.3309 -L- FINAL DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER PAVEMENT DESIGN6/2/992/5/2019 10:50:24 AMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_rdy_typ.dgnUser:jddavesNOTE: PAVEMENT EDGE SLOPES ARE 1:1 UNLESS SHOWN OTHERWISE EXISTING PAVEMENT PAVEMENT SCHEDULE EARTH MATERIAL U T E1 C1 THAN 5•" IN DEPTH. E2 AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER AT AN AVERAGE RATE OF 112 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 1•" IN DEPTH. C2 W PROPOSED WEDGING (SEE APPROPRIATE DETAILS) MIN. Wedging Detail MIN.MIN. Detail Showing Method of Wedging C SURVEY L 3" 3"3" TYPE B25.0C, AT AN AVERAGE RATE OF 456 LBS. PER SQ. YD. PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, -L- STA. 13+56.32 (END BRIDGE) USE TYPICAL SECTION NO. 3 TYPICAL SECTION NO. 3 CL GRADE POINT EXIST. GROUND C1 E1 GRADE TO THIS LINE VARIES EXIST. GROUND C1 E1 T GRADE TO THIS LINE 3'-0" 0.08 3'-0" T **2:1TYPICAL SECTION NO. 1 USE TYPICAL SECTION NO. 1 -L- 0.02 FT/FT0.02 FT/FT * 7'-0" WITH GUARDRAIL 7"7" UW -L- STA. 12+93.72 (BEGIN BRIDGE) TO C1 C2 E2 U E2 C1 C2 C1 E2 U UAIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL REE CE M. SCHULER26960 GUTTERLINE 1'-0"1'-0" C GRADE POINT L RDWY & 1" TAPER1" TAPER 0.04 FT/FT 0.04 FT/FT 14SP.20561.1 4'-5"4'-5" J1 8" ABC USE TYPICAL SECTION NO. 4 -DR1- STA. 10+11.00 TO -DR1- STA. 11+60.00 5'-0" EXIST. GROUND GRADE TO THIS LINE 0.08 5'-0" EXIST. GROUND GRADE TO THIS LINE 2'-0" 0.08 2'-0" C1C1 T T GRADE POINT J1 J1 4:1CL CL -L- -DR1- TYPICAL SECTION NO. 4 0.08 IN EACH OF TWO LAYERS. TYPE S9.5B, AT AN AVERAGE RATE OF 168 LBS. PER SQ. YD. PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, 11'11' 33'-0" OUT TO OUT C2 11'11' DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 2A-1 C2 SEE XSC SEE XSC4:13:1 TO VARIES 3:12:1 TO 8'-0"2:1OFFSET BLOCK POST 2:1 TO FACE OF GUARDRAIL POST 1" OFFSET FROM BACK OF CURB C1 6" E1 E1 R T MIN. 2'-4" INSET A INSET A 3'-0" -L- STA. 12+79 TO BEGIN BRIDGE LT AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL REE CE M. SCHULER26960 SHOULDER BERM AND GUTTER (NCDOT STD. DWG. NO. 846.01)R 11" V INCIDENTAL MILLING (0"-3") CL GRADE POINT EXIST. GROUND C1 E1 GRADE TO THIS LINE VARIES EXIST. GROUND C1 E1 T GRADE TO THIS LINE 3'-0" 0.08 3'-0" T **2:1TYPICAL SECTION NO. 2 -L- 0.02 FT/FT0.02 FT/FT 7" 0.08 11'11' 3:12:1 TO 8'-0"2:1 SEE INSET A * 7'-0" WITH GUARDRAIL USE TYPICAL SECTION NO. 2 -L- STA. 13+56.32 (END BRIDGE) TO -L- STA. 14+06.32 -L- STA. 12+43.72 TO -L- STA. 12+93.72 (BEGIN BRIDGE) -L- STA. 11+40 TO -L- STA. 12+43.72 -L- STA. 14+06.32 TO -L- STA. 14+96.12 " @ C/L BEARING2 1 3 PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, DocuSign Envelope ID: 76483498-E564-4A2F-8A6D-7A5FEAB80CB4 2/5/2019 2/5/2019 WASTEBORROWUNDERCUTLOCATIONEMBT+%EXCAVATION UNCLASSIFIED GUARDRAIL SUMMARY "N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAIL. TOTAL SHOULDER WIDTH = DISTANCE FROM EDGE OF TRAVEL LANE TO SHOULDER BREAK POINT. FLARE LENGTH = DISTANCE FROM LAST SECTION OF PARALLEL GUARDRAIL TO END OF GUARDRAIL. W = TOTAL WIDTH OF FLARE FROM BEGINNING OF TAPER TO END OF GUARDRAIL. LENGTH SHOP CURVED FACED WARRANT POINT APPROACH END TRAILING END DIST. FROM E.O.L. TOTAL SHOUL. WIDTH FLARE LENGTH APPROACH TRAILING APPROACH TRAILING END END END END W ANCHORS REMARKS "N" SURVEY LINE BEG. STA.END STA.LOCATION XI MOD XI6/21/00AT-1 DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA TYPE 350 ATTENUATOR IMPACT GUARDRAIL FACED SINGLE GUARDRAIL EXISTING REMOVE GUARDRAIL EXISTING STOCKPILE AND REMOVE EA G NG G = GATING IMPACT ATTENUATOR TYPE 350 NG = NON-GATING IMPACT ATTENUATOR TYPE 350 COMPUTED BY: CHECKED BY:DATE: DATE:SHEET NO.PROJECT REFERENCE NO.7/19/2018 8:16:30 AMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_psh03_sum.dgnUser:jddavesLOCATION PAVEMENT REMOVAL SUMMARY LINE BREAK-UP ASPHALT REMOVAL CONCRETE REMOVAL CONCRETE IN SQUARE YARDS REMOVAL ASPHALT -L- -L- -L- -L- LT RT SUBTOTAL PROJECT TOTALS: ADDITIONAL GUARDRAIL POSTS=5 EA. -L- TOTAL III TYPE -L- LT RT JCG 14+45.17 TL-3 B-77 1 243.75 CURVED SHOP TYPE III 50 50 7 7 7 7 -150 STRAIGHT 6-14-16 will be paid for at the contract lump sum price for "grading". excavation, fine grading, and clearing and grubbing Approximate quantities only. Unclassified excavation, borrow 12+67 TO 12+90 13+74 TO 13+78 SAY 12+22.67 13+03.92 12+04.87 12+86.12 13+63.92 13+65.86 -- 1 1 1 3 38 32 70 75 50 1 1 3 14SP.20561.1 13+46.12 1 1 1 1 1 1 81.25 81.25 81.25 TYPE III TL 2 3 @ 18.75'= AT-1 1 @ 6.25'=-6.25 LESS DEDUCTIONS FOR ANCHORS 13+03.92 12+86.12 13+63.92 13+46.12 1 SAY GRAND TOTAL EST. 5% FOR REPLACING TOP SOIL ON BORROW PITS SUMMARY NO.1 SUBTOTAL SUMMARY NO.1 PROJECT SUBTOTAL SUMMARY NO.2 SUBTOTAL SUMMARY NO.2 -L- STA. 11+40 TO STA. 12+93.72 (BEGIN BRIDGE) SUBTOTAL SUMMARY NO.2 SUMMARY NO.3 NOTE: will be paid for at the contract lump sum price for "grading". excavation, fine grading, and clearing and grubbing Approximate quantities only. Unclassified excavation, borrow IN CUBIC YARDS SUMMARY OF EARTHWORK DOUBLE 4 4 4 4 037.5 -- -56.25 -18.75 25 3B-1 17 5 202 185 34 34 40 606 577606 5 5 339 339 334 334 29 -DR1- STA. 10+11.00 TO STA. 11+60.00 7 7 65 65 58 58 -L- STA. 12+93.72 (BEGIN BRIDGE) TO STA. 13+00 0 0 22 202 180 -L- STA. 13+56.32 (END BRIDGE) TO STA. 14+96.12 GREU TL-3 3 @ 50'= GREUGREU 5 WASTE IN LIEU OF BORROW 5 GEOTEXTILE FOR SOIL STABILIZATION = 25 SY CLASS IV SUBGRADE STABILIZATION = 25 TONS SELECT GRANULAR MATERIAL = 25 CY UNDERCUT EXCAVATION = 25 CY INCIDENTAL STONE = 25 TONS CONTINGENCY ITEMS: -5 5 610 601 STATIONSTATION LINE SURVEY LENGTH SAY: TOTAL: -L- SHOULDER BERM GUTTER SUMMARY 13+04.00 LT12+79.00 LT 25.00' 25.00' 25' DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 6/21/00DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA COMPUTED BY: CHECKED BY:DATE: DATE:SHEET NO.PROJECT REFERENCE NO.7/19/2018 12:46:22 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_psh03_sum.dgnUser:jddavesSIZE A BQUANTITIESFOR DRAINAGESTRUCTURESENDWALLS STATION STRUCTURE NO.R.C.P.C.S.P..109.079.109PER EACH (0' THRU 5.0')5.0' THRU 10.0'10.0' AND ABOVE* TOTAL L.F. FOR PAYQUANTITY SHALL BE COL.'A' + (1.3 X COL.'B')FROMTOTYPE OF GRATE C.B. STD. 840.01 OR STD. 840.02ABBREVIATIONS LOCATION (LT,RT, OR CL)REMARKS 12"15"18"24"30"36"42"48"12"36"42"48" LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48" & UNDER) STANDARD 840.03 AND HOOD FRAME, GRATES CU. YDS. OR GAUGE THICKNESS *FT. LIN.TOP ELEVATIONINVERT ELEVATIONINVERT ELEVATIONSLOPE CRITICALOTHERWISE) NOTED (UNLESS STD. 838.80 OR STD. 838.11 STD. 838.01, C.B. N.D.I. D.I. J.B. M.H. CATCH BASIN NARROW DROP INLET DROP INLET JUNCTION BOX MANHOLE TRAFFIC BEARING DROP INLETT.B.D.I. T.B.J.B.TRAFFIC BEARING JUNCTION BOX G.D.I.GRATED DROP INLET G.D.I. (N.S.) (NARROW SLOT) GRATED DROP INLET 48"42"36"30"24"18"15"DROP INLETCATCH BASINSECTIONTRANSITIONALCONCRETE(RCP, CSP, CAAP, HDPE, or PVC) DRAINAGE PIPE CORR. STEEL ELBOWS NO. & SIZECONC. COLLARS CL. "B" C.Y. STD 840.72CONC. & BRICK PIPE PLUG, C.Y. STD. 840.71PIPE REMOVAL LIN.FT.DO NOT USE RCPDO NOT USE CSPDO NOT USE CAAPDO NOT USE HDPEC.S. PIPE 15"18"24".064.064.064.064(CLASS III) R.C. PIPE 12"18"24"30"36"42"48"15"**" R. C. PIPE (CLASS V)**" R. C. PIPE CULVERTS, CONTRACTOR DESIGN PIPE**" R. C. PIPE CULVERTS, CONTRACTOR DESIGN PIPE15" SIDE DRAIN PIPE18" SIDE DRAIN PIPE(CLASS IV) R.C. PIPE SUB-REGIONAL & REGIONAL See "Standard Specifications For Roads and Structures, Section 300-5". TOTAL GFE JCG 6-14-16 14SP.20561.1 project construction stakeout. Invert Elevations are for Bid Purposes only and shall not be used for NOTE:T.B.D.I. STD. 840.36T.B.D.I. FRAME WITH TWO GRATES STD. 840.371 1 1 1 11 4-1 4-1 4-2 OUT 56 12 12 56 3D-1 -L- 12+82.48 LT LT-L- 14+52.45 2258.49 2255.49 2255.49 2253.20 2249.102249.40IN REMOVE EIXISTING 18" CMP DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 15" RCP 48" WW WOODS 48" WW WW ROCK 1SBW 3S ELEC W 1SBW 1S ELEC 1SBW2S ELEC GR18" CMP 15" CMP 18" CMPGR BST 3 BL3 527944.9910 662988.1460 2256.29 16+68.52 14.13 RT 2 BL2 527702.9240 662827.7360 2257.28 13+81.04 16.88 RT 1 BL1 527414.8920 662576.9200 2256.92 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET BL POSTS WD BRANCH 1'+/- 1SBW 3S ELEC SR 1448 WEST OLD MURPHY ROAD S 24°11'42" E41.69'S 19°03'34" E43.92'S 10°59'54" W 22.10' S 02°25'05" W 50.04' S 26°50'48" W 20.76' S 28°12'27" E 16.36' JUNCTION LOCATION OF PIPE APPROXIMATE 20' BST 1' BRANCH1' BRANCHGATE MTL NAD 83 / (2011) ALLISON CREEK ALLISON CREEK22.73'S 11° 20' 23" E RETAIN RETAIN 1 2 3 REVISIONS 20 scale 4 NORH C ROLI N APROFESSIONAL ENGINEER T A RUONDIR .S YEL DARB033023 S E A L 14SP.20561.1 12+00 13+00 14+00 15+00 2,240 2,244 2,248 STRUCTURE HYDRAULIC DATA DESIGN DISCHARGE DESIGN FREQUENCY DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION AT DATE OF SURVEY W.S. ELEVATION = 1400 CFS = 25 YRS = 2000 CFS = 100 YRS = 25+ YRS = 2258.02 FT = 1610 CFS = 2257.5 FT = 2250.6 FT = 2257.2 CFS AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL REE CE M. SCHULER26960 4-1 4-2 2,260 2,256 2,252 2,272 2,268 2,264 2,272 2,268 2,264 2,260 2,256 2,252 2,248 2,244 2,240 -L- -DR1- 10+00 11+00 2,260 2,256 2,252 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO.5/14/99SHEET NO.PROJECT REFERENCE NO. DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_psh04_psh.dgn12/10/2018 3:24:10 PMEST. 48 CY ELEV. 2252.8 EXCAVATE TOEST. 70 CY ELEV. 2252.4 EXCAVATE TO LATERAL 'V' DITCH D2:12:1 b 1"/Ft. DETAIL A Ground Natural b=3 Ft. Min. D=1 Ft.SLOPE FILL 2:12:1 D ( Not to Scale) STANDARD 'V' DITCH Min. D=1 Ft. DETAIL B Ground Natural Ground Natural FROM STA. 12+90 TO STA. 13+30 LT. ( Not to Scale) TO LATERAL 'V' DITCH 11+40 TO 11+75 NOTE: TRANSITION FROM EX. DITCH FROM STA. 11+75 TO STA. 12+90 LT 2,264 PAVED SHOULDER PROPOSED FULL DEPTH -L- STA. 12+79 TO BEGIN BRIDGE LT SHOULDER BERM & GUTTER -L- NOT TO SCALE SKETCH SHOWING RELATIONSHIP OF PAVEMENT WIDTH TO BRIDGE WIDTH 1'-1" 1'-1"33'-0"11'11'TYPE-III TYPE-IIITYPE-IIIPC Sta. 11+11.22PT Sta. 11+63.97PC Sta. 14+15.9015PCC Sta. 15+20.02PI Sta 11+37.60 D L = 52.76' T = 26.38' R = 10,000.00' PI Sta 14+68.01 D L = 104.12' T = 52.11' R = 1,000.00' T = 135.41'R = 950.00' -L- STA. 11+40.00 BEGIN PROJECT -L- STA. 15+00.00 END PROJECT -L- STA. 12+93.72 BEGIN BRIDGE -L- STA. 13+56.32 END BRIDGE -L- CURVE DATA +40.29040202008028040506050804070906100711'11'-DR1- CURVE DATA 0302TYPE-III TYPE-III AT-1 SHOP CURVE R=20' TYPE-III 8:1 8:1 8:1 R 15'R15'11'11'LT & RT TO EXIST 60' TAPER -L- -DR1- PI Sta 10+53.41 D L = 47.12' T = 30.00' R = 30.00' PI Sta 11+13.11 D L = 62.65' T = 32.66' R = 90.00' PT Sta. 11+43.11 POT Sta. 11+63.88 PC Sta. 10+80.45 PT Sta. 10+70.54 PC Sta. 10+23.41 -DR1- POT Sta. 10+00.00 -L- POT STA 13+80.04 -L- STA. 12+83.02 BEGIN APPROACH SLAB -L- STA. 13+67.02 END APPROACH SLAB RELOCATED TO NEW R/W EXISTING FENCE TO BE RELOCATED TO NEW R/W EXISTING FENCE TO BE LATERAL "V" DITCH SEE DETAIL A TYPE-III SEE DETAIL B STD. "V" DITCH LT & RT TO EXIST 96' TAPER 074109-L- STA. 14+96.12 END CONSTRUCTION AT GRAVEL DRIVE TO BE PLACED 7 TONS ABC TYP. 19.25'01+30.67+32.25+62.47+55.40+11.00 -DR1- TYP. 19.25' GREU TL-3 GREU TL-3 GREU TL-3BRIDGE EXISTING REMOVE 10'10'10'10' S.E. = 10% max. DS = 60 m.p.h. S.E. = 10% max. DS = 60 m.p.h. DB O-24 PG 331 DB R-5 PG 501 ROBERT WALTER WOODS CHARLOTTE H. WOODS DONALD LLOYD WALDROOP WILL & ESTATES FILE 10-E / 300 DB R-31 PG 198 DUNG THI SON, ET. ALS. DB J-20 PG 175 DB Z-5 PG 419 / SECOND TRACT MRS. DOYLE DALRYMPLE BEGIN GRADE -L- STA. 11+40.00 EL = 2,257.44' -L- STA. 14+96.12 EL = 2,257.22' END GRADE PI = 12+30.00 EL = 2,257.71' (+)0.3039%(+)0.7143% VC = 50' K = 122 PI = 12+80.00 EL = 2,258.07' (+)0.7143%(+)0.3000% VC = 50' K = 121 PI = 13+80.00 EL = 2,258.37' (+)0.3000%(-)1.2260% VC = 93' K = 61 PI = 14+60.00 EL = 2,257.39' (-)1.2260%(-)0.4674% VC = 60' K = 79 (5-4-09) NWSEL =2250.6 100-YR. WSEL =2258.02 25-YR. WSEL =2257.2 BRIDGE EXISTING C/L ELEV. = 2,258.19' SKEW = 120 1 @60', 24" CORED SLAB W/ 4' END CAPS C/L STA. 13+25.02 -L-o PI =11+75.000BEGIN SPEC. DITCH LT.El = 2,253.56'(-) 1.3183%El = 2,251.45'PI =13+30.000END SPEC. DITCH LT.2,258.63PI = 10+40.00 EL = 2,259.79' (+)4.0000%(-)6.3539% VC = 50' K = 5 PI = 11+20.00 EL = 2,254.71'(-)6.3539%(+)0.9688% VC = 75' K = 10 BEGIN GRADE -DR1- STA. 10+11.00 ELEV. = 2,258.63' -DR1- STA. 11+60.00 ELEV. = 2,255.09' END GRADE 12.00' RT (EX. R/W) +85.00 -L- 30.00' RT +35.00 -L- 30.00' LT +15.90 -L- 35.00' LT +40.00 -L- 12.00' LT (EX. R/W) +40.00 -L- 12.00' RT (EX. R/W) +40.00 -L- 30.00' RT +70.00 -L- 40.00' RT +67.00 -L- 40.00' RT +50.00 -L- 35.00' LT +35.00 -L- 35.00' LT +70.00 -L- 30.00' RT +40.00 -L- 30.00' RT +50.00 -L- 35.00' LT +30.00 -L- 30.00' RT +70.00 -L- 12.02' (EX. R/W) +96.12 -L-30.00' LT +85.00 -L- TBDI 15" CS 5 SY FF 1 TON RIP RAP CLASS B 18" CL IV RCPEST. EXCAVATION = 48 CY UP TO ELEV. 2152.8 (STRUCTURAL PAY ITEM) EST. 65 TONS CLASS II RIP RAP EST. EXCAVATION = 70 CY UP TO ELEV. 2152.4 (STRUCTURAL PAY ITEM) EST. 61 TONS CLASS II RIP RAP REMOVE-DR1- STA. 11+60.00 END CONSTRUCTION 30.00' RT +25.00 -L- 10.00' RT +63.00 -DR1- 7.00' LT +63.00 -DR1- 40.00' LT +50.00 -DR1- 29.87' RT +15.99 -L- F F C F F F C C F F F C F F F F F F F F F F C C F F F F DocuSign Envelope ID: 0AD1B2C2-5EF0-4417-BE78-244C2C7C15A2 2/4/20192/4/2019 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS TMP-1 SHEET NO.User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\transmangplans\TMP-1.dgn2/5/2019 1:26:47 PMTRAFFIC CONTROL PROJECT ENGINEER TRAFFIC CONTROL PROJECT DESIGN ENGINEER STATE TRAFFIC MANAGEMENT ENGINEER TRAFFIC CONTROL DESIGN ENGINEER INDEX OF SHEETS SHEET NO.TITLE APPROVED: DATE: TRANSPORTATION MANAGEMENT PLAN N.C.D.O.T. W ORK ZONE TRAFFIC CONTROL PHONE: (919) 250-4094 FAX: (919) 250-4098 1020 BIRCH RIDGE DRIVE, RALEIGH, NC 27610 (DELIVERY) 1580 M AIL SERVICE CENTER (M SC) RALEIGH, NC 27699-1580 WORK ZONE SAFETY & M OBILITY ONFOETATS DEPARTMENT OF TRANSPORTATIONANIL ORACHTR NFO ETATSDEP ART ME N TOFRATNSPOR TATIONANILORA C HTRO "from the M OUNTAINS to the COAST" DEPARTE N OF ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS ENGINEER PROJECT ENGINEER DESIGN LLOYD D. BROWN,P.E.AIN HT OR LR O CA ROFESSI ON GE NREINE SEALPNAL LL O YD D. BROWN20119 TMP-1B TRANSPORTATION OPERATIONS PLAN: (MANAGEMENT STRATEGIES, GENERAL NOTES, AND LOCAL NOTES) AND LEGEND TMP-1 TITLE SHEET AND INDEX OF SHEETS PROJECT:14SP.20561.1TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3509 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC MACON COUNTY DIVISION 14 ON SR 1448 (WEST OLD MURPHY ROAD) BEGIN PROJECT END PROJECT Z Murphy Rd. W est Old N. Jones Creek Rd. Jo n es Creek Rd . A lliso n W a tts R d .KEITH T. BRIDGERSNAD 83 / (2011)TMP-2 SPECIAL SIGN DESIGN NOTES, OFF-SITE DETOUR SIGNING AND ROAD CLOSURE TMP-3 TEMPORARY TRAFFIC CONTROL DETAIL, PHASING DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED LOCATION: BRIDGE NO. 343 OVER ALLISON CREEK JOSEPH E. HUMMER, P.E. VICINITY MAP OFF-SITE DETOUR 1448 1448 11331132 1303 1302 1303 1304 1308 1306 1301 1128 1128 11301131 DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4 2/5/2019 LEGEND SHEET NO.PROJ. REFERENCE NO. TMP-1A 14SP.20561.1 SEAL APPROVED:DATE: DEPARTE N O F ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR DRAWINGS & LEGEND ROADWAY STANDARD STATIONARY SIGN PORTABLE SIGN STATIONARY OR PORTABLE SIGN SIGNALS PAVEMENT MARKINGS E M P T PAVEMENT MARKING SYMBOLS EXISTING LINES TEMPORARY LINES PAVEMENT MARKING SYMBOLS EXISTING PROPOSED TEMPORARY PORTABLE TRAFFIC SIGNAL AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 PAVEMENT MARKERS CRYSTAL/CRYSTAL CRYSTAL/RED YELLOW/YELLOW Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3509 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC FLAGGER TRUCK MOUNTED IMPACT ATTENUATOR (TMIA) FLASHING ARROW PANEL (TYPE C) TRAFFIC CONTROL DEVICES CONE DRUM CHANGEABLE MESSAGE SIGN SKINNY DRUM BARRICADE (TYPE III) TEMPORARY SIGNING LAW ENFORCEMENT TEMPORARY CRASH CUSHION TUBULAR MARKER NORTH ARROW GENERAL EXIST. PVMT. PROPOSED PVMT. WORK AREA TEMPORARY PAVEMENT DIRECTION OF TRAFFIC FLOW User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\transmangplans\TMP-1A.dgn2/5/2019 1:31:21 PMROADWAY STANDARD DRAWINGS TITLESTD. NO. 1101.02 TEMPORARY LANE CLOSURES 1101.05 WORK ZONE VEHICLE ACCESSES 1101.11 TRAFFIC CONTROL DESIGN TABLES 1110.01 STATIONARY WORK ZONE SIGNS 1110.02 PORTABLE WORK ZONE SIGNS 1135.01 CONES 1145.01 BARRICADES 1130.01 DRUMS 1150.01 FLAGGING DEVICES 1101.01 WORK ZONE ADVANCE WARNING SIGNS 1101.03 TEMPORARY ROAD CLOSURES DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF THESE PLANS: N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., DATED JANUARY 2018 THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - 1205.12 PAVEMENT MARKINGS - BRIDGES 1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS 1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS 1205.04 PAVEMENT MARKINGS - INTERSECTIONS DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4 2/5/2019 LOCAL NOTES: 1)User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\transmangplans\TMP-1B.dgn2/5/2019 1:32:18 PMEMERGENCY VEHICLE ACCESS MUST BE MAINTAINED AT ALL TIMES. STRATEGIES MANAGEMENT PLAN TRANSPORTATION OPERATIONS SHEET NO.PROJ. REFERENCE NO. TMP-1B APPROVED:DATE: DEPARTE N O F TAE OF NOR WORK Z ONE TRDIVISION OF T S M TT ANSPORTA TIONT H ROL NA AFFIC CONTROL HI GHW A YSCAI RAIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 2) TRAFFIC PATTERN ALTERATIONS A) NOTIFY THE ENGINEER THIRTY (30) CALENDAR DAYS PRIOR TO ANY TRAFFIC PATTERN ALTERATION. SIGNING TRAFFIC CONTROL DEVICES Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3509 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE ENGINEER. THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN OR DIRECTED BY THE ENGINEER. PAVEMENT MARKING & LOCAL NOTES) (MANAGEMENT STRATEGIES, GENERAL NOTES GENERAL NOTES LOCAL NOTES CONSTRUCTION PLANS. ALONG THE EXISTING ROADWAY ALIGNMENT AS SHOWN IN THE REMOVE AND REPLACE EXISTING STRUCTURE AND APPROACHES CONSTRUCTION TRAFFIC WILL BE DETOURED OFF-SITE DURING THE CONSTRUCTION PERIOD. TMP DESIGN PARAMETERS TRAFFIC PATTERN. D) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. E) PLACE TYPE III BARRICADES WITH "ROAD CLOSED" SIGN R-11-2 ATTACHED (SEE ATTACHMENT MARKING PLANS) F) INSTALL PERMANENT PAVEMENT MARKINGS PAINT ON FINAL SURFACE OF THE ENTIRE PROJECT. G) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. BETWEEN CLOSURE POINTS AT ALL TIMES DURING CONSTRUCTION. LOCAL ACCESS TO ALL RESIDENCES AND BUSINESSES WILL BE MAINTAINED ROUTE AS SHOWN IN THE TRAFFIC CONTROL PLANS. PROVIDE SIGNING REQUIRED FOR THE OFF-SITE DETOUR TRAFFIC CONTROL PLANS. ROAD ACCORDING TO THE ROADWAY STANDARD DRAWINGS AND B) PROVIDE SIGNING AND DEVICES REQUIRED TO CLOSE THE DETOUR WHEN THE DETOUR IS NOT IN OPERATION. COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED FOR THE OFF-SITE CLOSE THE ROAD WHEN ROAD CLOSURE IS NOT IN OPERATION. C) COVER OR REMOVE ALL SIGNS AND DEVICES REQUIRED TO OPERATIONS TRANSPORTATION 14SP.20561.1 BOARD 30 DAYS PRIOR TO ROAD CLOSURE. NOTIFY THE FIRE DEPT, E.M.S., AND MACON COUNTY SCHOOL CLOSE SR 1448 (WEST OLD MURPHY ROAD) AND DETOUR TRAFFIC OFFSITE (SEE SHEET TMP-3) THE OFF-SITE DETOUR WILL INCLUDE SR 1448, SR 1133, SR 1131 AND SR 1128 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4 2/5/2019 D Orange Ground HTSYMBOLXWIDY Letter spacings are to start of next letter Text Length Series/Size Spacing Factor is 1 unless specified otherwise GS40_ENGLFILENAME: TYPE: QUANTITY: SIGN WIDTH: HEIGHT: MAT'L:ALUMINUM BORDER TYPE: RECESS: WIDTH: RADII: NO. Z BARS: LENGTH: BACKG. COLOR: COPY COLOR: DESIGN BY: PROJECT ID:DIV: in. DATE: USE NOTES: Legend and border shall be direct applied1. 2. 0.063 in.(1.6 mm) FLUSH User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\transmangplans\TMP-2.dgn2/5/2019 2:25:37 PMAPPROVED:DATE: DEPARTE N O F ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 PROJ. REFERENCE NO.SHEET NO. CHK BY: LDB TOTAL AREA: CGM DESIGN SPECIAL SIGN Black 3.8 Sq. Ft. 1'-6" 0.38" 4.4 2.0 2.23.6 2.5 2.6 2.5 3.2 2.6 4.4 C 2000/4 2'-6" 12 Aug 17, 201614 0.63" W E S T O L D M U R P H Y R D 3.5 3.2 2.8 2.7 2.7 2.6 2.6 1.6 2.7 2.2 3.5 21.3 23.0 C 2000/4 14SP.20561.1 14SP.20561.1 TMP-2 3.5"23"3.5" 2'-6" 3.5" 4"C 3" 4"C 3.5"1'-6"Panel Style: construction_guide.ssi M.U.T.C.D.: 2009 Edition BORDER R=1.5" TH=0.63" IN=0.38" 1.5" DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SIGN NUMR: I-1 black non-reflective sheeting. Background shall be NC grade B fluoresent orange retroreflective sheeting. 1,2 DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4 2/5/2019 APPROVED:DATE: DEPARTE N O F ANSPORTA TIONTAE OF NORT H ROL NA WORK Z ONE TRAFFIC CONTROLDIVISION OF HI GHW A YS T S CAI M TTR SHEET NO.PROJ. REFERENCE NO.User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\transmangplans\TMP-3.dgn2/5/2019 2:24:11 PMAIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 14SP.20561.1 Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3509 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC OFFSITE DETOUR ROUTE SIGN 1 SIGN 2 SIGN 4 21'' X 15'' M6-1 L M4-8 24'' X 12''DETOUR M6-1 21'' X 15'' M4-8 24'' X 12''DETOUR DETOUR END 24'' X 18'' M4-8 A 48'' X 48'' AHEAD ROAD CLOSED W20-3 SIGN A SIGN B SIGN C 48'' X 48'' ROAD CLOSED 500 FT W20-3 48'' X 48'' ROAD CLOSED 1000 FT W20-3 NEXT RIGHT 42'' X 12'' SP-4R 48'' X 48'' AHEAD DETOUR W20-2 48'' X 48'' AHEAD ROAD CLOSED W20-3 48'' X 48'' AHEAD ROAD CLOSED W20-3 NEXT LEFT 42'' X 12'' SP-4L SIGN E SIGN F SIGN D M4-8 24'' X 12''DETOUR SIGN 3 M6-3 21'' X 15'' 30'' X 18'' SR 1448 INSET A ** C B 500' 500' STA. 11+40+/- SR 1128 B 500' STA. 15+00+/- ROAD CLOSED R11-2 48'' x 30'' TYPE III BARRICADE(S) M4-10R R11-4 60'' x 30'' DETOUR 48" x 18" ROAD CLOSED THRU TRAFFIC TO TYPE III BARRICADE M4-10L R11-4 60'' x 30'' DETOUR 48" x 18" ROAD CLOSED TO THRU TRAFFIC TYPE III BARRICADE PHASING FOR ADDITIONAL WORK ZONE SIGNS. SEE ROADWAY STANDARD DRAWING NO. 1101.03, SHEET 1 OF 9 AND 2 OF 9,- AS PER ENGINEER'S INSTRUCTIONS, AND AS SHOWN HEREON. - TRAFFIC CONTROL DEVICES 1 THROUGH 4 SHALL BE INSTALLED ACCORDING TO ROADWAY STANDARD DRAWING 1101.03, SHEET 1 OF 9. - TRAFFIC CONTROL DEVICES A THROUGH F SHALL BE INSTALLED ALL DETOUR SIGNS ARE BLACK ON ORANGE UNLESS OTHERWISE NOTED.- ALL DETOUR SIGN LOCATIONS ARE APPROXIMATE.- NOTES: SEE INSET A AND ROAD CLOSURE OFFSITE DETOUR SIGNING PHASING NOTES, CONTROL DETAIL, TEMPORARY TRAFFIC TMP-3 30'' X 18'' 30'' X 18'' Murphy Rd. W est Old N. Jones Creek Rd. Jo n es Creek Rd .A lliso n W a tts R d .B BRIDGE 343 SR 1448 SR 1133 SR 1448 4 D 3 B F 1 A 1 Mile +/- 1 4 D 3 1 2 2 MURPHY RD WEST OLD MURPHY RD WEST OLD MURPHY RD WEST OLD DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDNAD 83 / (2011)SEE SHEET TMP-2 SEE SHEET TMP-2 SEE SHEET TMP-2 I-1 I-1 I-1 **** * ** 3 (4.3 MILES) 3 3 2 MURPHY RD WEST OLD I-1 30'' X 18'' SEE SHEET TMP-2 SIGNING AND DETOUR ROUTE SIGNING. STEP 4: - OPEN TO FINAL TRAFFIC PATTERN, AND REMOVE ALL TRAFFIC CONTROL DEVICES, FROM STATION 11+45+/- -L- TO STATION 14+65 +/- -L-. (SEE CONSTRUCTION PLANS). STEP 3: - PLACE FINAL PAVEMENT MARKINGS (SEE PMP-1 AND PMP-2) ON SR 1448 (WEST OLD MURPHY ROAD, -L-). UP TO AND INCLUDING THE FINAL LAYER OF SURFACE COURSE ON -L- FROM STA. 11+45+/- TO STA. 14+65+/-. STEP 2: - AWAY FROM TRAFFIC, REMOVE THE EXISTING STRUCTURE AND CONSTRUCT THE PROPOSED STRUCTURE AND ROADWAY BUSINESSES BETWEEN CLOSURE POINTS. TO THRU TRAFFIC, AND DETOUR TRAFFIC OFF-SITE AS SHOWN HEREON. MAINTAIN ACCESS TO ALL RESIDENCES AND - USING ROADWAY STANDARD DRAWING NO. 1101.03, SHEET 1 OF 9 , CLOSE SR 1448 (WEST OLD MURPHY ROAD, -L-) STEP 1: - INSTALL OFF-SITE DETOUR ROUTE SIGN ASSEMBLIES FOR THE CLOSING OF SR 1448 (WEST OLD MURPHY ROAD, -L-). 1448 1448 1133 1128 1128 11301131130114481131 1131 DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4 2/5/2019 STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3509 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC PAVEMENT MARKING PLAN SHEET NO. 09/08/992/5/2019 1:40:16 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\pavementmarking\PMP-1.dgnUser:jddavesCONTRACT: PROJECT:TIP NO. DATE: APPROVED: ENGINEER TRANSPORTATION ENGINEER DESIGN TRANSPORTATION LLOYD D. BROWN, P.E. ROADWAY STANDARD DRAWING STD. NO. 1205.01 1205.02 1205.12 1250.01 1251.01 1253.01 1261.01 1261.02 1262.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS PAVEMENT MARKINGS - TWO LANE & MULTILANE ROADWAYS PAVEMENT MARKINGS - BRIDGES RAISED PAVEMENT MARKERS - INSTALLATION SPACING RAISED PAVEMENT MARKERS - PERMANENT AND TEMPORARY RAISED PAVEMENT MARKERS - SNOWPLOWABLE GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING GUARDRAIL AND BARRIER DELINEATORS - TYPES & MOUNTING GUARDRAIL END DELINEATION TITLE GENERAL NOTES THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, OR DIRECTED BY THE ENGINEER. A.) INSTALL PAVEMENT MARKINGS AND PAVEMENT MARKERS ON THE FINAL SURFACE MARKING PAINT SNOWPLOWABLE RAISED MARKER B.) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. C.) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS. SHEET NO.DESCRIPTION PAVEMENT MARKING PLAN TITLE SHEET PMP-2 PMP-1 INDEX14SP.20561.1MACON COUNTY 14SP.20561.1 SR 1448 (WEST OLD MURPHY ROAD) ROAD NAME: KEITH T. BRIDGERS PMP-1 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED ON SR 1448 (WEST OLD MURPHY ROAD) LOCATION : BRIDGE NO. 343 ALLISON CREEK CONSIDERED A PART OF THESE PLANS: DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C. THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" - THE ENGINEER. D.) PASSING ZONES WILL BE DETERMINED IN THE FIELD AND MUST BE APPROVED BY PAVEMENT MARKING DETAIL, SCHEDULE AND QUANTITIES DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4 2/5/2019 BRANCH 1'+/-1' BRANCH1' BRANCHALLISON CREEK ALLISON CREEK 0 AND SCHEDULE PAVEMENT MARKING DETAIL SHEET NO.PROJECT REFERENCE NO. 2/5/2019 1:42:47 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Traffic\TrafficControl\TCP\pavementmarking\PMP-2.dgnUser:jddaves8/17/99APPROVED: DATE: SYMBOL DESCRIPTION PA PI ME WHITE SOLID EDGE LINE QUANTITY BREAKDOWN PAY ITEM TOTAL QUANTITY YELLOW DOUBLE CENTER LINE PAINT (4") PAINT (4") MARKERSSNOWBLOWABLE RAISED PAVEMENT MARKERS YELLOW & YELLOW SCALE 15 14SP.20561.1 -L- STA. 11+40 +/- BEGIN PROJECT 14SP.20561.1 -L- STA. 15+00 +/- END PROJECT 14SP.20561.1 713 FT 713 FT 30 30 60 1426 FT 1426 FT AIN HT OR LR O CA ROFESSION GE NREINE SEALPNAL LL O YD D. BROWN20119 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PMP-2 -L- STA. 14+96 +/- PAVEMENT MARKINGS TIE TO EXISTING -L- STA. 11+40 +/- PAVEMENT MARKINGS TIE TO EXISTING 5 EA 5 EA WEST OLD MURPHY ROAD -L- SR 1448 -DR1- TO SR 1133 TO SR 1128 PAVEMENT MARKING SCHEDULE AND QUANTITIES10 15TYPE-III TYPE-III AT-1 SHOP CURVE R=20' TYPE-IIITYPE-III GREU TL-3 GREU TL-3 GREU TL-3GR GR GRGRGR BST SR 1448 WEST OLD MURPHY ROAD GR 20' BST 20' BST SR 1448 WEST OLD MURPHY ROAD NAD 83/ 2011 DocuSign Envelope ID: 43C7BB86-B6FE-4628-A42B-8102D19954D4 2/5/2019 for Special Considerations. Refer To E. C. Special Provisions ON THIS PROJECT SENSITIVE AREA(S) EXIST ENVIRONMENTALLY STANDARDS. SENSITIVE WATERSHED BEEN DESIGNED TO THIS PROJECT HAS GRAPHIC SCALE PLANS STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA PLAN FOR PROPOSED HIGHWAY EROSION CONTROL EROSION AND SEDIMENT CONTROL MEASURES Temporary Silt Ditch Temporary Silt Fence Silt Basin Type B Stilling Basin TDTemporary Diversion Temporary Rock Silt Check Type-B Temporary Rock Silt Check Type-A Temporary Rock Sediment Dam Type-A Temporary Rock Sediment Dam Type-B Type A Type B Type C A B C Temporary Silt Fence TSD Std. #Description Symbol Temporary Berms and Slope Drains Rock Inlet Sediment Trap: 1630.03 1630.05 1605.01 1622.01 1633.01 1634.01 1634.02 1635.01 1635.02 1630.04 1632.01 1632.02 1632.03 Rock Pipe Inlet Sediment Trap Type-A Rock Pipe Inlet Sediment Trap Type-B Temporary Rock Sediment Dam Type A Temporary Rock Sediment Dam Type B Temporary Silt Fence Roadway Standard Drawings The following roadway english standards as appear in "Roadway Standard Drawings"- Roadway Design revison thereto are applicable to this project and by reference hereby are considered a part of these plans. Rock Pipe Inlet Sediment Trap Type A EC-1 1606.01 Special Sediment Control Fence 1634.01 1634.02 1635.01 1605.01 1630.01 Temporary Berms and Slope Drains 1606.01 1622.01 Special Sediment Control Fence Riser Basin 1635.02 Rock Pipe Inlet Sediment Trap Type B 1604.01 Railroad Erosion Control Detail 1607.01 Gravel Construction Entrance Skimmer Basin Tiered Skimmer Basin Infiltration Basin Special Stilling Basin1630.06 Temporary Rock Silt Check Type-A with Matting and Polyacrylamide (PAM) Wattle/Coir Fiber Wattle Wattle/Coir Fiber Wattle with Polyacrylamide (PAM) 1630.02 1633.02 1630.05 Temporary Diversion 1630.04 Stilling Basin 1630.03 Temporary Silt Ditch 1630.02 Silt Basin Type B 1630.06 Special Stilling Basin 1631.01 Matting Installation 1632.02 1632.01 Rock Inlet Sediment Trap Type B Rock Inlet Sediment Trap Type A 1632.03 Rock Inlet Sediment Trap Type C 1633.01 1633.02 Temporary Rock Silt Check Type B Temporary Rock Silt Check Type A 1640.01 Coir Fiber Baffle 1645.01 Temporary Stream Crossing EW CFW ROADSIDE ENVIRONMENTAL UNIT Raleigh, NC 27611 1 South Wilmington St. NAME LEVEL III CERTIFICATION NO. Reviewed by: Reviewed in the Office of: Designed by: Reid Whitehead, PE, CPESC Prepared in the Office of: Christian Gonzalez-Martell 3939 Consulting Engineers Vaughn & Melton Asheville, NC 28806 1318-F Patton Avenue MACON COUNTY 7/19/2018 12:48:24 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Environmental\Erosion Control Design Files\550343_Env_EC-1.dgnUser:jddaves Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3509 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC BEGIN PROJECT END PROJECT Z Murphy Rd. W est Old N. Jones Creek Rd. Jo n es Creek Rd . A lliso n W a tts R d .NAD 83 NA 2011NC GRID14SP.20561.1 14SP.20561.1 LOCATION: TYPE OF WORK: ON SR 1448 (WEST OLD MURPHY ROAD) GRADING, DRAINAGE, PAVING, AND STRUCTURE PROJECT: 14SP.20561.10 2010 CONSTRUCTION. GRUBBING PHASE OF FOR CLEARING AND EROSION CONTROL PLANS THIS PROJECT CONTAINS 14SP.20561.1 14SP.20561.1 N/A N/A N/A R/W CONST. PE 2018 STANDARD SPECIFICATIONS2018 STANDARD SPECIFICATIONS RESOURCES. RESOURCES DIVISION OF WATER OF ENVIRONMENT AND NATURAL THE NORTH CAROLINA DEPARTMENT AUGUST 1, 2016 AND ISSUED BY CONSTRUCTION PERMIT EFFECTIVE BY THE NCG-010000 GENERAL THE REGULATIONS SET FORTH CONTROL PLANS COMPLY WITH THESE EROSION AND SEDIMENT Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest BRIDGE NO. 550343 OVER ALLISON CREEK 4 HYDRAULICS ENGINEER VAUGHN & MELTON FOR THE NORTH CAROLINA DIVISION OF HIGHWAYS GRADING, DRAINAGE, PAVING, AND STRUCTURE ON SR 1448 (WEST OLD MURPHY ROAD) TO SR 1133 TO SR 1128 LENGTH ROADWAY TIP PROJECT 14SP20561.1 = 0.056 MI LENGTH STRUCTURE TIP PROJECT 14SP.20561.1 = 0.012 MI TOTAL LENGTH OF TIP PROJECT 14SP.20561.1 = 0.068 MI -L- STA. 12+93.72 BEGIN BRIDGE -L- STA. 13+56.32 END BRIDGE -L- STA. 14+96.12 END CONSTRUCTION -L- STA. 15+00.00 END PROJECT 14SP20561.1 -L- STA. 11+40.00 BEGIN PROJECT 14SP.20561.1 DALRYMPLE ROAD -DR1- SR 1448 WEST OLD MURPHY ROAD -L- Clearing on this project shall be performed to the limits established by method II. ALLISON CREEK BRIDGE NO. 343 OVER ALLISON CREEK ALLISON CREEKVICINITY MAP 1448 1448 11331132 1303 1302 1303 1304 1308 1306 1301 1128 1128 11301131 Detour Route Detour Route NAD 83 NA 2011 NC GRID DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 SHEET NO.PROJECT REFERENCE NO. Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3590 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC NATURAL GROUND NATURAL GROUND FLOW 2'(MAX.) CROSS SECTION CROSS SECTION TRAPEZOIDAL DITCH VEE DITCH EDGE OF PAVEMENT ISOMETRIC VIEW PAVEMENT SHLD. SLOPE BACK SLOPEDITCH STAKE 2' UPSLOPE MATTING STAKE 2' DOWNSLOPE STAKE 2' UPSLOPE MATTING STAKE 2' DOWNSLOPE TOP VIEW 6'(MIN.) 12"(MIN.) STAKE UPSLOPE STAKE DOWNSLOPE MATTING MATTING See Inset C INSET C See Inset B INSET B STAPLES VAR. 2'(MIN.) 2 IN. See Inset A INSET A STAKES PAM PAM (1 OZ.) (1 OZ.) COIR FIBER WATTLE WITH POLYACRYLAMIDE (PAM) DETAIL PAM AFTER EVERY RAINFALL EVENT THAT IS EQUAL TO OR EXCEEDS 0.50 IN. WATER WILL FLOW AND 1 OUNCE OF PAM ON MATTING ON EACH SIDE OF WATTLE. REAPPLY INITIALLY APPLY 2 OUNCES OF ANIONIC OR NEUTRALLY CHARGED PAM OVER WATTLE WHERE TO BE APPLIED TO EACH WATTLE. LOCATION, AND FROM OFFSITE MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN A SOIL SAMPLE FROM PROJECT INSTALL MATTING IN ACCORDANCE WITH SECTION 1631 OF THE STANDARD SPECIFICATIONS. AND AT EACH END TO SECURE IT TO THE SOIL. INSTALL STAPLES APPROXIMATELY EVERY 1 LINEAR FOOT ON BOTH SIDES OF WATTLE U SHAPE NOT LESS THAN 12" IN LENGTH. PROVIDE STAPLES MADE OF 0.125 IN. DIAMETER STEEL WIRE FORMED INTO A TO WEDGE WATTLE TO BOTTOM OF DITCH. INSTALL A MINIMUM OF 2 UPSLOPE STAKES AND 4 DOWNSLOPE STAKES AT AN ANGLE WATTLE AND SCOUR DITCH SLOPES AND AS DIRECTED. ONLY INSTALL WATTLE(S) TO A HEIGHT IN DITCH SO FLOW WILL NOT WASH AROUND USE 2 FT. WOODEN STAKES WITH A 2 IN. BY 2 IN. NOMINAL CROSS SECTION. USE MINIMUM 12 IN. DIAMETER COIR FIBER (COCONUT FIBER) WATTLE. NOTES: COIR FIBER WATTLE FLOW PAM (2 OZ.) PAM (1 OZ.) PAM (1 OZ.) 14SP.20561.1 EC-2 7/19/2018 12:49:18 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Environmental\Erosion Control Design Files\550343_Env_EC-2.dgnUser:jddavesDocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 SHEET NO.PROJECT REFERENCE NO. DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SITE DESCRIPTION SOIL STABILIZATION TIMEFRAMES STABILIZATION TIME 7 DAYS TIMEFRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITCHES AND SLOPES HIGH QUALITY WATER (HQW) ZONES 7 DAYS NONE SLOPES STEEPER THAN 3:1 7 DAYS IF SLOPES ARE 10' OR LESS IN LENGTH AND ARE NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED. NONE SLOPES 3:1 OR FLATTER 14 DAYS 14 DAYS 7 DAYS FOR SLOPES GREATER THAN 50' IN LENGTH. ALL OTHER AREAS WITH SLOPES FLATTER THAN 4:1 NONE, EXCEPT FOR PERIMETERS AND HQW ZONES. Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3590 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC 7/19/2018 12:50:08 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Environmental\Erosion Control Design Files\550343_Env_EC-3_series.dgnUser:jddaves14SP.20561.1 EC-3 DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 SHEET NO.PROJECT REFERENCE NO. DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA SOIL STABILIZATION SUMMARY SHEET SUBTOTAL MISCELLANEOUS MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER TOTAL SAY SIDESTATION TO STATION FROM LINESHEET NO. CONST STATION TO SIDESTATION FROM LINE SHEET NO. CONST ESTIMATE (SY) MATTING FOR EROSION CONTROL Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3590 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC EC-3A 7/19/2018 12:51:14 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Environmental\Erosion Control Design Files\550343_Env_EC-3_series.dgnUser:jddaves-l-11+40 LT 20 304 ESTIMATE (SY) 14SP.20561.1 2,248 2,250 2,178 ** 4 -l-11+75 12+75 LT 50 11+75 COIR FIBER MATTING 1,485 1,482 1,452 ** SUBTOTAL TOTAL SAY 4 -l-12+75 13+30 LT COIR FIBER MATTING TO BE INSTALLED AS DIRECTED BY THE ENGINEER 3070 ESA disturbed slopes ** COIR FIBER MATTING to be placed on all non-esa disturbed slopes ** matting for erosion control to be placed on all DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 15" RCP 48" WW WOODS 48" WW WW ROCK S2 S3 S1 S4 CHARLOTTE, N.C. 28202 P.O. BOX 1006, EC10Q 526 S. CHURCH STREETPOWER: DUKE ENERGY CORPORATION 1SBW 3S ELEC 2S ELEC GR18" CMP 15" CMP 18" CMPINV=2249.78' INV=2251.12' INV=2253.35' GR BST 3 BL3 527944.9910 662988.1460 2256.29 16+68.52 14.13 RT 2 BL2 527702.9240 662827.7360 2257.28 13+81.04 16.88 RT 1 BL1 527414.8920 662576.9200 2256.92 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET BL POSTS WD BRANCH 1'+/- 1SBW 3S ELEC SR 1448 WEST OLD MURPHY ROAD N 87°44'34" W14.09' PK NAIL 18'12'MAINTAINED R/W MAINTAINED R/W MAINTAINED R/W MAINTAINED R/W S 24°11'42" E41.69'S 19°03'34" E43.92'S 10°59'54" W 22.10' S 02°25'05" W 50.04' S 26°50'48" W 20.76' S 41°26'40" W 44.24'S 31°15'44" W 61.84' S 28°12'27" E 16.36' GR 1 JUNCTION LOCATION OF PIPE APPROXIMATE24.00'20' BST 24.00'1' BRANCH1' BRANCHPROJECT: 55-0343 CL1 CL2 D2 D1 D4 D3 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY GATE MTL NAD 83 / (2011) ALLISON CREEK ALLISON CREEK1 1 22.73'S 11° 20' 23" E RETAIN RETAIN 1 2 3 2248 2249224922492249 22492250225022502250 22502250225122512251 2251 2251225122522252225222522252225222522252 225222532253 225322532253225322532253 225322542254 2 2 5 4 2254 225422542254 22542255 22552255 2255225522552255 22552255225522552255225522552255 22552255 225522552256 22562256 2256225622562256 22562257225722572257 22572257225822582258 2258 2259 SEE PROJECT SPECIAL PROVISIONS ENVIRONMENTALLY SENSITIVE AREA CONSTRUCTION SHEET 4 EROSION CONTROL FOR CLEARING AND GRUBBING NOTE: PLACE TEMPORARY ROCK SEDIMENT DAMS TYPE - B DRAINAGE OUTLETS. AND TEMPORARY ROCK SILT CHECKS TYPE - A AT INSTALLED DURING CLEARING AND GRUBBING PHASE. PERIMETER EROSION CONTROL MEASURES SHALL BE NOTE: UTILIZE SPECIAL STILLING BASIN(S) AS STILLING BASIN WHERE APPLICABLE. NOTE: SHEET NO.PROJECT REFERENCE NO. 0 PLANS GRAPHIC SCALE 1020 20 40 14SP.20561.1 EC-4/CONST.4 TO LATERAL 'V' DITCH 11+40 TO 11+75 NOTE: TRANSITION FROM EX. DITCH FROM STA. 11+75 TO STA. 12+90 LT ( Not to Scale) DETAIL A Ground Natural b=3 Ft. Min. D=1 Ft.SLOPE FILL FROM STA. 12+90 TO STA. 13+30 LT. D2:12:1 Min. D=1 Ft. Ground Natural STANDARD 'V' DITCH ( Not to Scale) DETAIL B Ground Natural b D 2:12:11"/Ft. LATERAL 'V' DITCH 7/19/2018 12:53:45 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Environmental\Erosion Control Design Files\550343_Env_EC-4.dgnUser:jddavesPC Sta. 11+11.22PT Sta. 11+63.97PC Sta. 14+15.9015PCC Sta. 15+20.02PI Sta 11+37.60 D L = 52.76' T = 26.38' R = 10,000.00' PI Sta 14+68.01 D L = 104.12' T = 52.11' R = 1,000.00' PI Sta 16+55.43 T = 135.41' R = 950.00' -L- STA. 11+40.00 BEGIN PROJECT -L- STA. 15+00.00 END PROJECT -L- STA. 12+93.72 BEGIN BRIDGE -L- STA. 13+56.32 END BRIDGE -L- CURVE DATA +40.29040202008028040506050804070906100711'11'-DR1- CURVE DATA 0302TYPE-III TYPE-III AT-1 SHOP CURVE R=20' TYPE-III 8:1 8:1 8:1 R 15'R15'11'11'LT & RT TO EXIST 60' TAPER -L- -DR1- PI Sta 10+53.41 D L = 47.12' T = 30.00' R = 30.00' PI Sta 11+13.11 D L = 62.65' T = 32.66' R = 90.00' PT Sta. 11+43.11 POT Sta. 11+63.88 PC Sta. 10+80.45 PT Sta. 10+70.54 PC Sta. 10+23.41 -DR1- POT Sta. 10+00.00 -L- POT STA 13+80.04 -L- STA. 12+83.02 BEGIN APPROACH SLAB -L- STA. 13+67.02 END APPROACH SLAB RELOCATED TO NEW R/W EXISTING FENCE TO BE RELOCATED TO NEW R/W EXISTING FENCE TO BE LATERAL "V" DITCH SEE DETAIL A TYPE-III SEE DETAIL B STD. "V" DITCH LT & RT TO EXIST 96' TAPER 074109-L- STA. 14+96.12 END CONSTRUCTION AT GRAVEL DRIVE TO BE PLACED 7 TONS ABC TYP. 19.25'01+30.67+32.25+62.47+55.40+11.00 -DR1- TYP. 19.25' GREU TL-3 GREU TL-3 GREU TL-3BRIDGE EXISTING REMOVE 10'10'10'10' S.E. = 10% max. DS = 60 m.p.h. S.E. = 10% max. DS = 60 m.p.h. DB O-24 PG 331 DB R-5 PG 501 ROBERT WALTER WOODS CHARLOTTE H. WOODS DONALD LLOYD WALDROOP WILL & ESTATES FILE 10-E / 300 DB R-31 PG 198 DUNG THI SON, ET. ALS. DB J-20 PG 175 DB Z-5 PG 419 / SECOND TRACT MRS. DOYLE DALRYMPLE 12.00' RT (EX. R/W) +85.00 -L- 30.00' RT +35.00 -L- 35.00' LT +15.90 -L- 35.00' LT +40.00 -L- 12.00' LT (EX. R/W) +40.00 -L- 12.00' RT (EX. R/W) +40.00 -L- 30.00' RT +70.00 -L- 40.00' RT +67.00 -L- 40.00' RT +50.00 -L- 35.00' LT +35.00 -L- 35.00' LT +70.00 -L- 30.00' RT +40.00 -L- 30.00' RT +50.00 -L- 35.00' LT +30.00 -L- 30.00' RT +70.00 -L- 12.02' (EX. R/W) +96.12 -L-30.00' LT +85.00 -L- TBDI 15" CS 5 SY FF 1 TON RIP RAP CLASS B 18" CL IV RCPEST. EXCAVATION = 48 CY UP TO ELEV. 2152.8 (STRUCTURAL PAY ITEM) EST. 65 TONS CLASS II RIP RAP EST. EXCAVATION = 70 CY UP TO ELEV. 2152.4 (STRUCTURAL PAY ITEM) EST. 61 TONS CLASS II RIP RAP REMOVE-DR1- STA. 11+60.00 END CONSTRUCTION Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3590 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC Sta. 12+90 to Sta. 13+30 LT according to Detail B from Excavate Proposed Ditch Sta. 11+40 to Sta. 12+90 LT according to Detail A from Excavate Proposed Ditch 30.00' RT +25.00 -L- 10.00' RT +63.00 -DR1- 7.00' LT +63.00 -DR1- 40.00' LT +50.00 -DR1- F F C F F F C C F F F C F F F F F F F F F F C C F F F F DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 15" RCP 48" WW WOODS 48" WW WW ROCK S2 S3 S1 S4 CHARLOTTE, N.C. 28202 P.O. BOX 1006, EC10Q 526 S. CHURCH STREETPOWER: DUKE ENERGY CORPORATION 1SBW 3S ELEC 2S ELEC GR18" CMP 15" CMP 18" CMPINV=2249.78' INV=2251.12' INV=2253.35' GR BST 3 BL3 527944.9910 662988.1460 2256.29 16+68.52 14.13 RT 2 BL2 527702.9240 662827.7360 2257.28 13+81.04 16.88 RT 1 BL1 527414.8920 662576.9200 2256.92 OUTSIDE PROJECT LIMITS ------------ ---------------- ---------------- ---------------- ---------------- ---------------- ---------------- POINT DESC. NORTH EAST ELEVATION EL STATION OFFSET BL POSTS WD BRANCH 1'+/- 1SBW 3S ELEC SR 1448 WEST OLD MURPHY ROAD N 87°44'34" W14.09' PK NAIL 18'12'MAINTAINED R/W MAINTAINED R/W MAINTAINED R/W MAINTAINED R/W S 24°11'42" E41.69'S 19°03'34" E43.92'S 10°59'54" W 22.10' S 02°25'05" W 50.04' S 26°50'48" W 20.76' S 41°26'40" W 44.24'S 31°15'44" W 61.84' S 28°12'27" E 16.36' GR 1 JUNCTION LOCATION OF PIPE APPROXIMATE24.00'20' BST 24.00'1' BRANCH1' BRANCHPROJECT: 55-0343 CL1 CL2 D2 D1 D4 D3 DATUM DESCRIPTION THE LOCALIZED COORDINATE SYSTEM DEVELOPED FOR THIS PROJECT IS BASED ON THE STATE PLANE COORDINATES ESTABLISHED BY GATE MTL NAD 83 / (2011) ALLISON CREEK ALLISON CREEK1 1 22.73'S 11° 20' 23" E RETAIN RETAIN 1 2 3 UTILIZE SPECIAL STILLING BASIN(S) AS STILLING BASIN WHERE APPLICABLE. NOTE: SHEET NO.PROJECT REFERENCE NO. 0 PLANS GRAPHIC SCALE 1020 20 40 14SP.20561.1 EC-6/CONST.4 TO LATERAL 'V' DITCH 11+40 TO 11+75 NOTE: TRANSITION FROM EX. DITCH FROM STA. 11+75 TO STA. 12+90 LT ( Not to Scale) DETAIL A Ground Natural b=3 Ft. Min. D=1 Ft.SLOPE FILL FROM STA. 12+90 TO STA. 13+30 LT. D2:12:1 Min. D=1 Ft. Ground Natural STANDARD 'V' DITCH ( Not to Scale) DETAIL B Ground Natural b D 2:12:11"/Ft. LATERAL 'V' DITCH C FIELD. REQUIRED. LOCATION TO BE DETERMINED IN 3.) ONSITE CONCRETE WASHOUT STRUCTURE IS ENGINEER. NEED TO BE INSTALLED AS DIRECTED BY THE 2.) ADDITIONAL EROSION CONTROL DEVICES MAY REQUIRE PRIOR APPROVAL BY ENGINEER. NOTES: 1.) ANY DEVIATION FROM OPTIONS GIVEN WILL 7/19/2018 12:55:08 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Environmental\Erosion Control Design Files\550343_Env_EC-5.dgnUser:jddaves as Work Allows. on Slopes located outside the ESA Place Matting for Erosion Control as Work Allows. on Slopes located inside the ESA Place Coir Fiber Matting PROPOSED DITCH LINE. EROSION CONTROL IN THE INSTALL MATTING FOR PROPOSED DITCH LINE. IN THEMATTING INSTALL COIR FIBER PC Sta. 11+11.22PT Sta. 11+63.97PC Sta. 14+15.9015PCC Sta. 15+20.02PI Sta 11+37.60 D L = 52.76' T = 26.38' R = 10,000.00' PI Sta 14+68.01 D L = 104.12' T = 52.11' R = 1,000.00' PI Sta 16+55.43 T = 135.41' R = 950.00' -L- STA. 11+40.00 BEGIN PROJECT -L- STA. 15+00.00 END PROJECT -L- STA. 12+93.72 BEGIN BRIDGE -L- STA. 13+56.32 END BRIDGE -L- CURVE DATA +40.29040202008028040506050804070906100711'11'-DR1- CURVE DATA 0302TYPE-III TYPE-III AT-1 SHOP CURVE R=20' TYPE-III 8:1 8:1 8:1 R 15'R15'11'11'LT & RT TO EXIST 60' TAPER -L- -DR1- PI Sta 10+53.41 D L = 47.12' T = 30.00' R = 30.00' PI Sta 11+13.11 D L = 62.65' T = 32.66' R = 90.00' PT Sta. 11+43.11 POT Sta. 11+63.88 PC Sta. 10+80.45 PT Sta. 10+70.54 PC Sta. 10+23.41 -DR1- POT Sta. 10+00.00 -L- POT STA 13+80.04 -L- STA. 12+83.02 BEGIN APPROACH SLAB -L- STA. 13+67.02 END APPROACH SLAB RELOCATED TO NEW R/W EXISTING FENCE TO BE RELOCATED TO NEW R/W EXISTING FENCE TO BE LATERAL "V" DITCH SEE DETAIL A TYPE-III SEE DETAIL B STD. "V" DITCH LT & RT TO EXIST 96' TAPER 074109-L- STA. 14+96.12 END CONSTRUCTION AT GRAVEL DRIVE TO BE PLACED 7 TONS ABC TYP. 19.25'01+30.67+32.25+62.47+55.40+11.00 -DR1- TYP. 19.25' GREU TL-3 GREU TL-3 GREU TL-3BRIDGE EXISTING REMOVE 10'10'10'10' S.E. = 10% max. DS = 60 m.p.h. S.E. = 10% max. DS = 60 m.p.h. DB O-24 PG 331 DB R-5 PG 501 ROBERT WALTER WOODS CHARLOTTE H. WOODS DONALD LLOYD WALDROOP WILL & ESTATES FILE 10-E / 300 DB R-31 PG 198 DUNG THI SON, ET. ALS. DB J-20 PG 175 DB Z-5 PG 419 / SECOND TRACT MRS. DOYLE DALRYMPLE 12.00' RT (EX. R/W) +85.00 -L- 30.00' RT +35.00 -L- 35.00' LT +15.90 -L- 35.00' LT +40.00 -L- 12.00' LT (EX. R/W) +40.00 -L- 12.00' RT (EX. R/W) +40.00 -L- 30.00' RT +70.00 -L- 40.00' RT +67.00 -L- 40.00' RT +50.00 -L- 35.00' LT +35.00 -L- 35.00' LT +70.00 -L- 30.00' RT +40.00 -L- 30.00' RT +50.00 -L- 35.00' LT +30.00 -L- 30.00' RT +70.00 -L- 12.02' (EX. R/W) +96.12 -L-30.00' LT +85.00 -L- TBDI 15" CS 5 SY FF 1 TON RIP RAP CLASS B 18" CL IV RCPEST. EXCAVATION = 48 CY UP TO ELEV. 2152.8 (STRUCTURAL PAY ITEM) EST. 65 TONS CLASS II RIP RAP EST. EXCAVATION = 70 CY UP TO ELEV. 2152.4 (STRUCTURAL PAY ITEM) EST. 61 TONS CLASS II RIP RAP REMOVE-DR1- STA. 11+60.00 END CONSTRUCTION Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3590 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers Boone, NC 828 355 9933 919 977 9455 704 357 0488 Charlotte, NCRaleigh, NC 30.00' RT +25.00 -L- 10.00' RT +63.00 -DR1- 7.00' LT +63.00 -DR1- 40.00' LT +50.00 -DR1- F F C F F F C C F F F C F F F F F F F F F F C C F F F F DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET HEALING IN DIBBLE PLANTING METHOD firming soil at top. 5. Push handle forward PLANTING NOTES: N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT protected area. 1. Locate a healing-in site in a shady, well the root collar is at ground level. against the sloping end so that 4. Place a single layer of plants as necessary and water thoroughly. 6. Repeat layers of plants and sawdust correct depth. and place seedling at 2. Remove planting bar USING THE KBC PLANTING BAR SEEDLING / LINER BAREROOT PLANTING DETAIL PLANTING DETAILS MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING: toward planter. as shown and pull handle 1. Insert planting bar root systems from drying. container to prevent the canvas bag or similar shall be kept in a moist During planting, seedlings PLANTING BAG soil at bottom. toward planter, firming 4. Pull handle of bar thoroughly. hole open. Water 6. Leave compaction RF-1 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR 25% BETULA NIGRA 25% FRAXINUS PENNSYLVANICA 25% PLATANUS OCCIDENTALIS 25% LIRIODENDRON TULIPIFERA RIVER BIRCH GREEN ASH SYCAMORE TULIP POPLAR 12 inches deep and provide drainage. 2. Excavate a flat bottom trench a sloping angle. sawdust over the roots maintaining 5. Place a 2 inch layer of well rotted at one end of the trench. well rotted sawdust at a sloping angle rotted sawdust. Place a 2 inch layer of 3. Backfill the trench with 2 inches well 2 inch from seedling. 2 inches toward planter 3. Insert planting bar 1 inch thick at center. 4 inches wide and be 12 inches long, cross section, and shall blade with a triangular Planting bar shall have a KBC PLANTING BAR root collar. 10 inches below the no roots extend more than pruned, if necessary, so that All seedlings shall be root ROOT PRUNING REFORESTATION AVERAGING 8 FT. ON CENTER, APPROXIMATELY 680 PLANTS PER ACRE. TREE REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. ON CENTER, RANDOM SPACING, REFORESTATION REFORESTATION DETAIL SHEET 14SP.20561.1 DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 SHEET NO.PROJECT REFERENCE NO. RF-2 SEE PLAN SHEETS FOR AREAS TO BE PLANTED DIBBLE PLANTING METHOD firming soil at top. 5. Push handle forward PLANTING NOTES: N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT correct depth. and place seedling at 2. Remove planting bar USING THE KBC PLANTING BAR PLANTING DETAILS MIXTURE, TYPE, SIZE, AND FURNISH SHALL CONFORM TO THE FOLLOWING: toward planter. as shown and pull handle 1. Insert planting bar root systems from drying. container to prevent the canvas bag or similar shall be kept in a moist During planting, seedlings PLANTING BAG soil at bottom. toward planter, firming 4. Pull handle of bar thoroughly. hole open. Water 6. Leave compaction PAID FOR AS "STREAMBANK REFORESTATION" NOTE: TYPE 1 AND TYPE 2 STREAMBANK REFORESTATION SHALL BE STREAMBANK REFORESTATION TYPE 1 50% CORNUS AMOMUM 50% SALIX NIGRA SILKY DOGWOOD BLACK WILLOW TYPE 2 TYPE II TYPE I FT. STREAM STREAMBANK REFORESTATION TYPICAL 8 FT. 4 from seedling. 2 inches toward planter 3. Insert planting bar 1 inch thick at center. 4 inches wide and be 12 inches long, cross section, and shall blade with a triangular Planting bar shall have a KBC PLANTING BAR root collar. 10 inches below the no roots extend more than pruned, if necessary, so that All seedlings shall be root ROOT PRUNING 2 inch 25% BETULA NIGRA 25% PRUNUS SEROTINA 25% PLATANUS OCCIDENTALIS 25% LIRIODENDRON TULIPIFERA 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR 12 in - 18 in BR RIVER BIRCH BLACK CHERRY SYCAMORE TULIP POPLAR BAREROOT PLANTING DETAILLIVE STAKES PLANTING DETAIL BUDS (FACING UPWARD) ANGLE CUT 30°-45° SQUARE CUT GROUND EXISTING/PROPOSED LIVE STAKES BANK STABILIZATION WITH LIVE STAKES LIVE STAKE COIR FIBER MAT (1/2"-2" DIAMETER) LIVE CUTTING 2 - 3 Feet 2 ft - 3 ft LIVE STAKES 2 ft - 3 ft LIVE STAKES STREAMBED EXISTING/PROPOSED DETAIL SHEET 1 OF 2 STREAMBANK REFORESTATION APPROXIMATELY 2724 PLANTS PER ACRE. ON CENTER, RANDOM SPACING, AVERAGING 4 FT. ON CENTER, TYPE 1 STREAMBANK REFORESTATION SHALL BE PLANTED 3 FT. TO 5 FT. APPROXIMATELY 680 PLANTS PER ACRE. ON CENTER, RANDOM SPACING, AVERAGING 8 FT. ON CENTER, TYPE 2 STREAMBANK REFORESTATION SHALL BE PLANTED 6 FT. TO 10 FT. OF LIVE STAKE IS WITHIN GROUND LIVE STAKES SHALL BE DRIVEN UNTIL APPROXIMATELY 3/4 ON CENTER LIVE STAKES SHALL BE SPACED APPROXIMATELY 4 FEET NOTE: 14SP.20561.1 Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 704 357 0488 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3509 Charlotte, NC Boone, NC 828 355 9933 cCopyright 2017 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 SHEET NO.PROJECT REFERENCE NO. RF-3 N.C.D.O.T. - ROADSIDE ENVIRONMENTAL UNIT DETAIL SHEET 2 OF 2 STREAMBANK REFORESTATION REINFORCEMENT BAR #10 STEEL 12" 1" 24" 4" 1" STAPLE 1" (nominal) DIAMETER BEND 4" WOODEN STAKE 2" x 2" (nominal) BACKFILLMATTING COIR FIBER GROUND EXISTING FLOODPLAIN/ TO NWSEL EXTEND MATTING OF FLOW DIRECTION IN TRENCH MATTING AND BACKFILLED PLACED IN TRENCH MATTING SHALL BE COIR FIBER MATTING DETAIL ANCHOR OPTIONS PLAN VIEW TYPICAL CROSS SECTION NOT TO SCALE STREAM BED { ON 1' CENTERS ANCHOR TRENCH ON 1' CENTERS ANCHOR OVERLAP 3' CENTERS ANCHORS ON 6" OVERLAY(MIN) (TYP) 18" 3' CENTERS ANCHORS ON 6" MIN IN TRENCH 1' CENTERS ANCHORS ON 12-24" 1-2" 1-2" 1' CENTERS ANCHORS ON 1' CENTERS ANCHORS ON 1' CENTERS ANCHORS ON Asheville, North Carolina 423 467 8401 865 546 5800 864 574 4775 828 253 2796 704 357 0488 606 248 6600 Tri-Cities, TN Knoxville, TN Spartanburg, SC Middlesboro, KY Charleston, SC 843 974 5650 Atlanta, GA 770 627 3509 Charlotte, NC Boone, NC 828 355 9933 cCopyright 2006 Vaughn & Melton, Inc. All Rights Reserved Consulting Engineers 14SP.20561.1 DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 IN CUBIC YARDS DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA EXCAVATION UNCLASSIFIED CROSS SECTION SUMMARY 0 0 -L- LOCATION 634 NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT. 5 0 011+40 12+50 will be paid for at the contract lump sum price for "grading". excavation, fine grading, and clearing and grubbing Approximate quantities only. Unclassified excavation, borrow 1 211+50 7 3712+00 0 20 4 3414+50 3 11 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 14SP.20561.1 12+93.72 (BEGIN BRIDGE) 13+56.32 (END BRIDGE) 14+00 EXCAVATION UNCLASSIFIED NOTE: EMBANKMENT COLUMN DOES NOT INCLUDE BACKFILL FOR UNDERCUT. 0 0 010+11 010+25 010+50 10+75 11+00 11+25 11+50 11+60 0 0 4 1 16 18 2 0 129 -DR1- LOCATION 65 X-1A 14+96.12 EMBT + % EMBT + % 13+00 5 0 100 109 SHEET NO.PROJECT REFERENCE NO. 8/17/99User:jddavesV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Proj\550343_psh03_sum.dgn7/23/2018 6:52:30 AMDocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 12/10/2018 3:35:50 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0 6/23/162255 2255 2260 2260 2250 2250 11+00.00 2255 2255 2260 2260 2250 2250 11+40.00 2255 2255 2260 2260 2265 2265 2250 225011+50.00 2250 2250 2255 2255 2260 2260 2265 2265 2245 2245 12+00.00 X-114SP.20561.1 -L- 2.5 5 BEGIN PROJECT 14SP.20561.1 2257.49 2257.44 0.0080.028 2257.440.014 2:12:1 2253.90 2:10.023 2257.422257.470.020 0.020 2:1 2:12253.22 3:1 2:12257.272257.62DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 12/10/2018 3:36:18 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0 6/23/162250 2250 2255 2255 2260 2260 2265 2265 2245 2245 12+50.00 2250 2250 2255 2255 2260 2260 2265 2265 2270 2270 2275 2275 2280 2280 2245 2245 13+00.00 X-214SP.20561.1 -L- 2.5 5 BEGIN BRIDGE STA. 12+93.72 0.029 0.029 2:12:12:12:1 2252.55 2257.452257.860.040 0.040 2:12251.86 2:1 2257.932258.13DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 12/10/2018 3:36:47 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0 6/23/162250 2250 2255 2255 2260 2260 2265 2265 2270 2270 2275 2275 2245 2245 13+50.00 2255 2255 2260 2260 2265 2265 2270 2270 2250 2250 13+80.04 2255 2255 2260 2260 2265 2265 2250 2250 14+00.00 X-314SP.20561.1 -L- 2.5 5 (FOR -DR1- SEE XSC X-5 THRU X-7) END BRIDGE STA. 13+56.32 0.040 0.040 2257.992258.260.049 2257.80 SEE -DR1-2:1 0.0402258.190.059 0.040 2:1 2:12257.682258.07DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 12/10/2018 3:37:13 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0 6/23/162250 2250 2255 2255 2260 2260 2265 2265 2270 2270 2245 2245 14+50.00 2255 2255 2260 2260 2265 2265 2250 225014+96.12 2255 2255 2260 2260 2250 225015+00.00 X-414SP.20561.1 -L- 2.5 5 END PROJECT 14SP.20561.1 END CONSTRUCTION 0.085 0.050 2:1 DRIVEWAY2257.422257.542257.22 .109 .0742257.222257.22 DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 12/10/2018 3:53:57 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl_DR1_new.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0 6/23/162250 2250 2255 2255 2260 2260 2265 2265 2270 2270 2275 2275 2245 2245 10+11.00 2250 2250 2255 2255 2260 2260 2265 2265 2245 2245 10+25.00 2250 2250 2255 2255 2260 2260 2265 2265 2245 2245 10+50.00 X-514SP.20561.1 -DR1- 2.5 5 BEGIN CONSTRUCTION 2257.79SR 1448 -L-SR 1448 -L-0.0030.012 2258.632257.44 2256.55 0.0060.0064:1 4:12259.092253.29 0.0200.0203:1 4:12258.92DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 12/10/2018 3:54:24 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl_DR1_new.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0 6/23/162250 2250 2255 2255 2260 2260 2245 2245 10+75.00 2250 2250 2255 2255 2260 2260 2245 2245 11+00.00 2250 2250 2255 2255 2260 2260 2245 2245 11+25.00 2250 2250 2255 2255 2260 2260 2245 2245 11+50.00 X-614SP.20561.1 -DR1- 2.5 5 2253.39 0.0160.016 4:13:1 2257.572254.12 0.0090.0094:1 4:12256.132254.71 0.0200.0204:1 4:12255.282255.00 0.0220.0224:1 2255.03DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89 00 00 55 55 1010 1010 1515 1515 2020 2020 2525 2525 3030 3030 3535 3535 4040 4040 4545 4545 5050 5050 5555 5555 6060 6060 6565 6565 7070 7070 7575 7575 12/10/2018 3:54:53 PMV:\Asheville\transportation\31236-09 MTC 14SP.20561.1 Macon 343\Roadway\Xsc\550343_rdy_xpl_DR1_new.dgnUser:jddavesPROJ. REFERENCE NO.SHEET NO.0 6/23/162250 2250 2255 2255 2260 2260 2245 2245 11+60.00 X-714SP.20561.1 -DR1- 2.5 5 END CONSTRUCTION 2255.09 0.0320.0322255.09DocuSign Envelope ID: 4B5E38EC-7B91-470E-A838-706A9EC8BB89