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Home My WebLink About20210300 Ver 1_Meeting Request Review Doc Attachment_20210208(106 20+00N A D 83/ 2011 4 CREEK TO SR 1634 -L- STA. 20+50.00 17BP.14.R.210 END PROJECT -L- STA. 10+55.00 17BP.14.R.210 BEGIN PROJECT -L- STA. 15+52.20 BEGIN BRIDGE -L- STA. 16+39.80 END BRIDGE VICINITY MAP LOCATION PROJECT 106 MIDDLE TO DEAD ENDSR 1635 -L-MIDDLE CREEK RD MACON COUNTY BRIDGE #550043 OVER MIDDLE CREEK ON SR 1635 (MIDDLE CREEK RD) GRADING, DRAINAGE, PAVING, AND STRUCTURE 25 50 10050 25 50 10050 5 10 2010 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 0 0 0 PROFILE (HORIZONTAL) 17BP.14.R.210 PE 17BP.14.R.210 UTIL & R/W 17BP.14.R.210 CONST. N/A N/A N/A PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET 1 DESIGN DATAGRAPHIC SCALES PLANS PROFILE (VERTICAL) LOCATION: TYPE OF WORK:09/08/9917BP.14.R.210DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA 0 00 3/15/2019X:\NCDOT\Division 14 - 2017\Macon 550043\Roadway\Proj\550043_Rdy_tsh.dgnUser:smelvinCONTRACT:17BP.14.R.210ARTMEN N ASO H DEPT O F TRA S PORTTIONTATEOFNRTCAR O LI NASee Sheet 1A For Index of Sheets ENGINEER HYDRAULICS SIGNATURE: P.E. ENGINEER ROADWAY DESIGN P.E. SIGNATURE: RIGHT OF WAY DATE: LETTING DATE: JIMMY L. TERRY, PE OF TRANSPORATION DEPARTMENTNORTH CAROLINA CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS --- CLINTON PRUETT, EI Bryson City, NC 28713 345 Toot Hollow Rd DIVISION 14 =0.188 =0.017 =0.171 TOTAL LENGTH PROJECT 17BP.14.R.210 #550043 LENGTH STRUCTURE PROJECT 17BP.14.R.210 #550043 LENGTH ROADWAY PROJECT 17BP.14.R.210 #550043 T V = = = 6 35 MPH ADT 2018 % * DUAL =3%* TTST =3% FUNC CLASS = SUB-REGIONAL TIER LOCAL - RURAL 570PROJECT:MacDonald Mill Cr eekMiddle Evans Cr eekTessentee Creek ShoalCreekOtto 1636 1635 1635 1633 1110 1114 1115 1118 1653 1684 1634 1635 1727 1632 1109 23 441 23 441 1108 1629 1106 1107 1726 1726 1104 1105 1102 1683 1683 1642 1641 1636 1636 1636 1637 1638 1731 1639 1722 1685 1622 1624 1623 1732 106 1625 1720 Scaly Norton JAN. 7, 2019 PROFESSION A LE NG INEERNORTHCAROLINA SEAL 35018 YRRET .L YMMIJPROFESSIONALENGINEERNORTHCAROLINA SEAL 038697 YTTEP .B DI VA D FINAL PLANS SUBMITTALADAM DOCKERY PROJECT ENGINEER PROJECT DESIGN ENGINEER PLANS PREPARED FOR:PLANS PREPARED BY: NCDOT CONTACT: 2018 STANDARD SPECIFICATIONS ENGINEER SHEET NO.PROJECT REFERENCE NO. 1A 17BP.14.R.210 4/15/2019X:\NCDOT\Division 14 - 2017\Macon 550043\Roadway\Proj\550043_Rdy_tsh.dgnUser:smelvin8/17/99ROADWAY DESIGN DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDPROFESSIONALENGINEERNORTHCAROLINA SEAL 35018 YRRET .L YMMIJ STANDARD DRAWINGSGENERAL NOTESINDEX OF SHEETS 876.02 Guide for Rip Rap at Pipe Outlets 876.01 Rip Rap in Channels (Special Detail for Type III Anchor Units Sheets 1 of 7 and 2 of 7) 862.03 Structure Anchor Units 862.02 Guardrail Installation (Special Detail for Sheet 6 of 8) 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 840.46 Traffic Bearing Precast Drainage Structure 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 815.02 Subsurface Drain DIVISION 8 - INCIDENTALS 560.01 Method of Shoulder Construction - High Side of Superelevated Curve - Method I DIVISION 5 - SUBGRADE, BASES AND SHOULDERS 422.02 Bridge Approach Fills - Type II Modified Approach Fill DIVISION 4 - MAJOR STRUCTURES 310.10 Driveway Pipe Construction 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 are considered a part of these plans: Dated January, 2018 are applicable to this project and by reference hereby Highway Design Branch - N. C. Department of Transportation - Raleigh, N. C., The following Roadway Standards as appear in "Roadway Standard Drawings" 2018 ROADWAY ENGLISH STANDARD DRAWINGS REV. EFF. 01-16-2018 S-1 THRU S-18 STRUCTURE PLANS STRUCTURE TITLE STRUCTURE PLANS TITLE SHEET X-1 THRU X-6 CROSS-SECTIONS X-1A CROSS-SECTION SUMMARY SHEET UO-1 THRU UO-2 UTILITIES BY OTHERS PLANS RF-1 REFORESTATION DETAIL SHEET EC-1 THRU EC-5 EROSION CONTROL PLANS PMP-1 THRU PMP-2 PAVEMENT MARKING PLANS TMP-1 THRU TMP-4 TRANSPORTATION MANAGEMENT PLANS 4 PLAN AND PROFILE SHEET OF AGGREGATE SUBGRADE/STABILIZATION 3G-1 SUMMARY OF SUBSURFACE DRAINAGE, AND SUMMARY LIST OF PIPES, ENDWALLS, ETC(FOR PIPES 48IN & UNDER) 3B-1 EARTHWORK, PAVEMENT REMOVAL, AND GUARDRAIL SUMMARIES & 2G-1 STANDARD TEMPORARY SHORING DETAIL 2C-2 SPECIAL DETAIL - TYPE III STRUCTURE ANCHOR UNITS 2C-1 SPECIAL DETAIL - W BEAM RAIL SECTION 2A-1 PAVEMENT SCHEDULE AND TYPICAL SECTIONS CONTROL AND PROPERTY TIES RW-01 THRU RW-__ SURVEY CONTROL, ALIGNMENT CONTROL, RIGHT OF WAY 1B CONVENTIONAL SYMBOLS 1A INDEX OF SHEETS, GENERAL NOTES, AND STANDARD DRAWINGS 1 TITLE SHEET SHEET NUMBER SHEET ALL RIGHT-OF-WAY MARKERS ON THIS PROJECT SHALL BE PLACED BY CONTRACT. RIGHT-OF-WAY MARKERS: ANY RELOCATION OF EXISTING UTILITIES WILL BE ACCOMPLISHED BY OTHERS. UTILITY OWNERS ON THIS PROJECT ARE HEMC AND FRONTIER COMMUNICATIONS 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: WILL BE PAID FOR AT THE CONTRACT PRICE FOR "TEMPORARY SHORING". SHORING REQUIRED FOR THE MAINTENANCE OF TRAFFIC NOT SHOWN ON THE PLANS 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: LOCATIONS DIRECTED BY THE ENGINEER. SUBSURFACE DRAINS SHALL BE CONSTRUCTED IN ACCORDANCE WITH STD. NO. 815.02 AT SUBSURFACE DRAINS: INVOLVED. THIS WORK WILL BE PAID FOR AT THE CONTRACT UNIT PRICE FOR THE PARTICULAR ITEMS SUITABLE CONNECTIONS WITH ALL ROADS, STREETS, AND DRIVES ENTERING THIS PROJECT. THE CONTRACTOR WILL BE REQUIRED TO DO ALL NECESSARY WORK TO PROVIDE SIDE ROADS: SUPERELEVATED CURVES SHALL BE IN ACCORDANCE WITH STD. NO. 560.01 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. 225.04 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: ENGINEER IN ORDER TO SECURE A PROPER TIE-IN. ADJUSTED AT THEIR BEGINNING AND ENDING AND AT STRUCTURES AS DIRECTED BY THE SURFACING AT GRADE POINTS SHOWN ON THE TYPICAL SECTIONS. GRADE LINES MAY BE THE GRADE LINES SHOWN DENOTE THE FINISHED ELEVATION OF THE PROPOSED GRADING AND SURFACING: GRADE LINE: REVISED: EFFECTIVE: 01-16-2018 GENERAL NOTES: 2018 SPECIFICATIONS 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 WW 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. 1-B17BP.14.R.210 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 ] PROP. APPROX. 3" ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 165 LBS. PER SQ. YD. IN EACH OF TWO LAYERS. C1 PROP. VAR. DEPTH ASPHALT CONCRETE SURFACE COURSE, TYPE S9.5B, AT AN AVERAGE RATE OF 110 LBS. PER SQ. YD. PER 1" DEPTH. TO BE PLACED IN LAYERS NOT TO EXCEED 2" IN DEPTH. C2 P A V E M E N T S C H E D U L E PROP. APPROX. 4" ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AT E1 THAN 5•" IN DEPTH. BE PLACED IN LAYERS NOT LESS THAN 3" IN DEPTH OR GREATER AT AN AVERAGE RATE OF 114 LBS. PER SQ. YD. PER 1" DEPTH. TO PROP. VAR. DEPTH ASPHALT CONCRETE BASE COURSE, TYPE B25.0C, AN AVERAGE RATE OF 456 LBS. PER SQ. YD. E2 PAVEMENT EDGE SLOPES ARE 1:1 UNLESS OTHERWISE SHOWN. R1 SHOULDER BERM GUTTER T EARTH MATERIAL U EXISTING PAVEMENT W VARIABLE DEPTH ASPHALT PAVEMENT (SEE WEDGING DETAILS THIS SHEET) MIN. C SURVEY L U C1 E2 C2 MIN. 3"3" E2 Detail Showing Method of Wedging SHEET NO.PROJECT REFERENCE NO. ROADWAY DESIGN ENGINEER ENGINEER 2A-117BP.14.R.210 PAVEMENT DESIGN6/2/993/15/2019X:\NCDOT\Division 14 - 2017\Macon 550043\Roadway\Proj\550043_Rdy_typ.dgnUser:smelvinDOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS BRIDGE #550043 MACON COUNTY GRADE POINT 10'-0" 20'-0" 4:12:1 MAX2:1 MAX FT/FT 0.02 3'-0"8'-0" * * GROUND EXIST. FT/FT0.08 FT/FT 0.02 4:1FT /FT 0 .08 GROUND EXIST. 2:1 MAX 2:1 MAXGROUND EXIST. GROUND EXIST. 1: 1 1:1SEE X-SECTIONS W U GRADE TO THIS LINE GRADE TO THIS LINE 7" 3'-0"* 7" USE TYPICAL SECTION NO. 1 NOTE: TRANSITION BETWEEN EXISTING AND TYP. SECT. NO.1 AS FOLLOWS: -L- STA. 17+90.16 TO -L- STA. 20+00.00 -L- STA. 11+05.00 TO -L- STA. 12+05.36 TYPICAL SECTION NO. 1 -L- STA. 20+00.00 TO -L- STA. 20+50.00 -L- STA. 10+55.00 TO -L- STA. 11+05.00 GRADE POINT 20'-0" 4:12:1 MAX2:1 MAX FT/FT 0.02 GROUND EXIST. FT/FT0.08 FT/FT 0.02 4 :1 FT /FT 0 .08 GROUND EXIST. 2:1 MAX 2:1 MAXGROUND EXIST. GROUND EXIST. 1: 1 1:1GRADE TO THIS LINE 7" TYPICAL SECTION NO. 2 USE TYPICAL SECTION NO. 2 -L- STA. 16+39.80 (END BRIDGE) TO 17+90.16 -L- STA. 12+05.36 TO -L- STA. 15+52.20 (BEGIN BRIDGE) TYPICAL SECTION NO. 3 USE TYPICAL SECTION NO. 3 -L- STA. 15+52.20 TO -L- STA. 16+39.80 C1 E1 C1 E1 E1 C1 E1 C1 INSET B INSET A OR MATCHLINE 0' TO 18.4' FT/FT 0.02 FT/FT 0.02 MIN. "2 11 GRADE POINT 30'-0" OUT TO OUT 1'-1"1'-1" BARRIER CONCRETE 42" VERTICAL BARRIER CONCRETE 42" VERTICAL 3'-11" 10 - 33" BOX BEAM UNITS = 30' INSET B INSET A OR MATCHLINE ADD 3' BEHIND FACE OF GUARDRAIL *ADD 3' BEHIND FACE OF GUARDRAIL CL -L- (SR 1365 - MIDDLE CREEK RD) 8'-0"10'-0" -L- (SR 1365 - MIDDLE CREEK RD) CL -L- (SR 1365 - MIDDLE CREEK RD) CL 3'-0"8'-0"*10'-0"10'-0"3'-0"*8'-0" 10'-0"10'-0"3'-11" C2 USE INSET A C1 T FT/FT 0.08 1:18'-0"VARIES* 4 :1 2:1 MAXFT/FT 0.02 Exist. Ground Exist. Ground 2:1 MAX ** ** THIS LINE GRADE TO INSET A 7" ADD 3' FOR GUARDRAIL LOCATIONS LIMITS FOR ALL OTHER LOCATIONS ADD MINIMUM 2' PAST PAVED SHOULDER * E1 -L- STA. 16+58.53 (END APPROACH SLAB) TO -L- STA. 17+37.75 RT -L- STA. 16+42.47 (END APPROACH SLAB) TO -L- STA. 17+21.68 LT -L- STA. 14+64.00 TO -L- STA. 15+28.99 RT (BEGIN SBG) -L- STA. 14+48.00 TO -L- STA. 15+12.92 LT (BEGIN SBG) SHOWN OTHERWISE ON PLANS. TO FACE OF GUARDRAIL UNLESS AT GUARDRAIL LOCATIONS PAVE NOTE: 0'-0" TO 4'-6" INSET B Exist. Ground USE INSET B R1 C1 3'-11" 6" GRADE TO THIS LINE E1 7"NO. 2TYP. SECT.MATCHLINE-L- STA. 15+28.99 TO -L- STA. 15+49.53 RT (BEGIN APPROACH SLAB) -L- STA. 15+12.92 TO -L- STA. 15+33.47 LT (BEGIN APPROACH SLAB)NO. 2TYP. SECT.MATCHLINEPROFESSIONAL E NG INEERNORTHCAROLINA SEAL 35018 YRRET .L YMMIJ AAWOOD OFFSET BLOCKSYSTEM PARTS(FOR WOOD POSTS)STEEL TUBE6"8"7"6'-0"6"8"7" 1'-2" 7"TS 6"x8"x0.1875"LINE POSTSTANDARDBREAKAWAY POSTSHORT WOOD6 86 83'-8ƒ" 1'-8"DIA.ƒ"SLOT2•"xƒ"DIA.2…" ±„"7•"±„"5•"PANEL SPLICEW-BEAM MIDSPAN3'-1•"3'-1•"4‚"4‚"2"12‚"SPLICE BOLT SLOTS" X 1„" (TYP.)3229POST BOLT SLOTSƒ" X 2•" (TYP.)3'-1•"3'-1•"3'-1•"4‚"4‚"2"25'-0"862D02862D02J.HOWERTON 3-7-2018PRO F ESSIONALENGINEER NO R T H CAROLINASEAL 022966 NOTREWOH .S LEOJSEE TITLE BLOCKCLCLCLCLCLGUARDRAIL INSTALLATIONGUARDRAIL INSTALLATION3"3"CL5'-0"1"CFRONTSIDEPLANCLCL"W6" STEEL POSTƒ" DIA.1'-3ƒ"8"1'-5"4"6"1„"1„"7" W6x8.5x6'-0"CLCLCLSIDEPLANƒ"O‚"+ ˆ"FRONTCL1‰"+ ˆ"‡" DIA.OFFSET BLOCKROUTED - 0"2ƒ"+ ‰" 7ˆ"+ ‰" - 0"2‰"+ „"SOIL PLATE2'-0" X 1'-6" ON 6" SIDECENTERED‡" DIA HOLESL Ž" DIA. HOLESŽ" DIA. - ˆ" 7•"+ ‰"STANDARD W-BEAM GUARDRAILSHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX 919-250-4119Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:AND DEVELOPMENT UNITCONTRACTS STANDARDSRALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C. DIVISION OF HIGHWAYS DEPT. OF TRANSPORTATION NORTH CAROLINA STATE OFSHEET OFSHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED17BP.14.R.2102C-1 SEE TITLE BLOCKJ HOWERTON 06-22-121 7 1 7 862D03862D03 862D03 862D03 2 7 2 7 SHEET NO.PROJECT REFERENCE NO.CHECKED BY:FILE SPEC.:DATE:DATE:FAX 919-250-4119Office 919-707-6950DATE:ORIGINAL BY:MODIFIED BY:CONTRACT STANDARDSAND DEVELOPMENT UNIT14-DEC-2017 10:36S:\Contracts\Contracts\Special Details\jhowerton\Standard Drawings\2018 Standard Drawings\Details in Lieu of Standards\Division 8\0862d0301.dgnjhowerton AT CSD-292595 PRO F ESSIONALENGINEER NO R T HCAROLINASEALnotrewoH .S leoJ022966DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETED1'-10"FINISH GRADECONCRETE BACKWALL FILL FACE PLAN VIEW SHOULDER BREAK POINT1'-10"GUARDRAIL POST3 SPACES @ 3'-1•"ELEVATION `W' BEAM GUARDRAIL WTR SECTIONSTRUCTURE ANCHOR UNITSSTRUCTURE ANCHOR UNITSOFFSET BLOCKSTD. 6'-3" SPACINGVAR.**STD. 6'-3" SPACING*1" 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 PAY LIMITS WTR SECTIONAPPROACH SLAB APPROACH SLAB CONSTRUCTION JOINT CONCRETE BACKWALL AEXP. JOINT ABRIDGE DECK A BRIDGE END POST BRIDGE RAIL SKEWFOR ATTACHMENT TO RAIL ON BRIDGEGUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGEGUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGE GUARDRAIL ANCHOR UNIT, TYPE III MIDSPAN SPLICE3'-1•"3'-1•" -SEE SHEET 3 FOR POST SECTIONS 1 THRU 9. -LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW. -MEASURE GUARDRAIL HEIGHT FROM THE TOP OF ADJACENT SURFACE (SHOULDER, BERM, OR GUTTER). -SHOULDER BERM GUTTER MUST BE INSTALLED TO THE LIMITS 8" x 4" LIP CURB IS SHOWN IF ANCHOR UNIT IS NOT ADJACENT TO AN APPROACH SLAB. *THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 11•" IF CONCRETE BACKWALL IS NOT PRESENT. **POST NOT REQUIRED FOR SKEW ANGLES GREATER THAN 150° OR LESS THAN 30° UNLESS OTHERWISE DIRECTED BY THE ENGINEER.NOTE:RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR1'-10" FINISH GRADE CONCRETE BACKWALL FILL FACE PLAN VIEW SHOULDER BREAK POINT @ 1'-6ƒ" 4 SPACES 1'-10" GUARDRAIL POST 3 SPACES @ 3'-1•" ELEVATION `W' BEAM GUARDRAIL WTR SECTIONSTRUCTURE ANCHOR UNITSSTRUCTURE ANCHOR UNITSGUARDRAIL THRIE BEAM OFFSET BLOCK STD. 6'-3" SPACING END SHOE 10 GA VAR. 1'-6ƒ") VAR. (MAX. ** STD. 6'-3" SPACING GRADE FINISH * 1" 1 2 3 4 5 6 7 8 9 1 2 3 4 5 6 7 8 9 PAY LIMITS (ONE RAIL INSIDE ANOTHER) THRIE BEAM GUARDRAIL 'NESTED'WTR SECTION APPROACH SLAB APPROACH SLAB CONSTRUCTION JOINT CONCRETE BACKWALL AEXP. JOINT ABRIDGE DECK A BRIDGE END POST SEE STRUCTURE PLANS POINT FOR END SHOE ANCHORAGE, VERTICAL PLANE AT THE ATTACHMENT BRIDGE RAIL SEE STRUCTURE PLANS 8" x 4" LIP CURB SEE STRUCTURE PLANS 8" x 4" LIP CURB SKEWRAIL ON BRIDGE - SUB REGIONAL TIERGUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TORAIL ON BRIDGE - SUB REGIONAL TIER GUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO RAIL ON BRIDGE - SUB REGIONAL TIERGUARDRAIL ANCHOR UNIT, TYPE III FOR ATTACHMENT TO3'-1•"3'-1•" 3'-1•" MIDSPAN SPLICE -SEE SHEET 3 FOR POST SECTIONS 1 THRU 9. -LAP JOINTS IN THE DIRECTION OF TRAFFIC FLOW. -MEASURE GUARDRAIL HEIGHT FROM THE TOP OF ADJACENT SURFACE (SHOULDER, BERM, OR GUTTER). -SHOULDER BERM GUTTER MUST BE INSTALLED TO THE LIMITS 8" x 4" LIP CURB IS SHOWN IF ANCHOR UNIT IS NOT ADJACENT TO AN APPROACH SLAB. *THE DISTANCE FROM END OF BRIDGE RAIL TO CENTER LINE OF THE FIRST POST SHOULD BE 11•" IF CONCRETE BACKWALL IS NOT PRESENT. **POST NOT REQUIRED FOR SKEW ANGLES GREATER THAN 150° OR LESS THAN 30° UNLESS OTHERWISE DIRECTED BY THE ENGINEER. NOTE:RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OF RALEIGH, N.C.DIVISION OF HIGHWAYSDEPT. OF TRANSPORTATIONNORTH CAROLINASTATE OFSHEET OF SHEET OFROADWAY DETAIL DRAWING FORROADWAY DETAIL DRAWING FOR@ 1'-6ƒ"4 SPACES GUARDRAIL THRIE BEAMEND SHOE 10 GA 1'-6ƒ")VAR. (MAX.GRADEFINISH(ONE RAIL INSIDE ANOTHER)THRIE BEAM GUARDRAIL 'NESTED'SEE STRUCTURE PLANSPOINT FOR END SHOE ANCHORAGE,VERTICAL PLANE AT THE ATTACHMENT SEE STRUCTURE PLANS8" x 4" LIP CURBSEE STRUCTURE PLANS8" x 4" LIP CURB1'-9"2'-1"2'-1" 2'-1"2'-1"1'-9"17BP.14.R.2102C-2 --------------------------SHEET PILESH-PILES WITH TIMBER LAGGINGSLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT----------SURCHARGE CASE WITH TRAFFIC IMPACT< 6789101112< 67891011127.58.510.011.012.513.515.011.513.015.017.018.520.522.53.04.56.59.513.017.021.54.57.010.014.019.526.033.0HP 10x428.09.510.511.513.0HP 12x538.09.510.512.011.513.015.017.0HP 14x738.09.510.512.013.514.516.011.513.015.017.018.511.012.012.513.514.015.016.016.017.018.019.020.021.022.010.012.014.016.519.522.525.512.014.517.020.023.528.033.09.510.511.513.014.59.510.511.512.513.513.014.515.517.09.510.511.512.513.514.515.513.014.515.517.018.520.021.5HP 10x42HP 12x53HP 14x73SHEET PILES--------------------------STANDARD TEMPORARY SHORINGNOTES:TEMPORARY GUARDRAILSTANDARD TEMPORARY SHORINGBOTTOM OF SHORINGTOP OF SHORING2:1 (H:V) OR F L A T T E R6:1 (H:V) OR FLATTEROR EXISTING GRADEBOTTOM OF EXCAVATIONBOTTOM OF SHORING6:1 (H:V) OR FLATTEROR EXISTING GRADEBOTTOM OF EXCAVATION(SEE NOTE 9)EXTENSIONMINIMUM REQUIREDEDGE OF NEAREST TRAFFIC LANEPILE TIPAND PILE TIPBOTTOM OF SHORINGELEVATION BEWTEENGROUNDWATERPILE TIPELEVATION BELOWGROUNDWATER PILE TIPCLASS IV SELECT MATERIAL (ABC)(SEE NOTE 6)CONDITIONGROUNDWATERTOP OF SHORINGTRAFFIC SIDE OF SHORINGEMBEDMENTMINIMUM REQUIREDBOTTOM OF SHORING6:1 (H:V) OR FLATTEROR EXISTING GRADEBOTTOM OF EXCAVATION(SEE NOTE 9)EXTENSIONMINIMUM REQUIREDPILE TIPMIN24"AND TRAFFIC CONTROL PLANS)CLEAR DISTANCE (SEE NOTE 7TRAFFIC SIDE OF SHORINGPAVEMENT SECTIONEDGE OF PAVEMENT**TOP OF SHORING =EDGE OF PAVEMENT**GUARDRAIL FACE =6" MINEXTENSIONTRAFFIC LANEEDGE OF NEARESTH-PILES WITH TIMBER LAGGING**TOP OF SHORING**FACE GUARDRAIL(SEE NOTE 8)CLEAR DISTANCE12. 11. 10. 9. 8. 7. 6. 5. 4. 3. 2. 1. 3WITH TIMBER LAGGINGSHEET PILES OR H-PILES*SEE TABLE ABOVE.(SURCHARGE CASE)VARIES - 12' MAXH - SHORING HEIGHT VARIES - 12' MAX H - SHORING HEIGHT VARIES - 12' MAX H - SHORING HEIGHT*SEE TABLE ABOVE.(SLOPE CASE)MINIMUM REQUIRED EMBEDMENT AND SECTION MODULUS(FT)HEIGHTSHORINGH(FT)EMBEDMENTREQUIREDMINIMUM(IN /FT)SECTION MODULUSMINIMUM REQUIRED(FT)EMBEDMENTREQUIREDMINIMUM*WITH TIMBER LAGGINGSHEET PILES OR H-PILES*WITH TIMBER LAGGINGSHEET PILES OR H-PILES** EMBEDMENT MINIMUM REQUIRED * EMBEDMENT MINIMUM REQUIRED *** (SEE NOTE 10) (FT)MINIMUM REQUIRED EMBEDMENT (SEE NOTE 10) (FT)MINIMUM REQUIRED EMBEDMENT3(IN /FT)SECTION MODULUSMINIMUM REQUIREDSTANDARD SHORING PROVISION)(SEE PLANS ANDTEMPORARY GUARDRAILMIN24"PAVEMENT SECTIONSTANDARD SHORING PROVISION)(SEE PLANS ANDCONCRETE BARRIERCONCRETE BARRIER". --SIZE SHOWN IF MINIMUM REQUIRED EMBEDMENT IS "GROUNDWATER CONDITION, SHORING HEIGHT AND H-PILE*DO NOT USE H-PILES WITH TIMBER LAGGING FOR DEPARTMENT OF TRANSPO R TAT IO N ST A TE O F NORTH CAROLINATEMPORARY SHORINGSTANDARDDIVISION OF HIGHWAYSDEPARTMENT OF TRANSPORTATIONNORTH CAROLINAENGINEERING UNITGEOTECHNICALSTANDARD DETAIL NO. 1801.01DATE: 11-19-13PROJECT REFERENCE NO. ENGINEER SIGNATUREDATESHEET NO.ENGINEERGEOTECHNICALSIGNATUREDATE PE # PRO F ESSIONALENGINEER NO R T HCAROLINASEAL EMAN LAES EP DOCUMENT NOT CONSIDERED FINALUNLESS ALL SIGNATURES COMPLETEDCONTACT THE ENGINEER IF PILES DO NOT ATTAIN THE MINIMUM REQUIRED EMBEDMENT.connect.ncdot.gov/resources/Geological/Pages/Geotech_Forms_Details.aspxSTANDARD SHORING SELECTION FORMS ARE AVAILABLE FROM:TEMPORARY SHORING CONSTRUCTION. UP TO 3 SHORING LOCATIONS MAY BE INCLUDED ON EACH FORM.SUBMIT A "STANDARD TEMPORARY SHORING SELECTION FORM" AT LEAST 7 DAYS BEFORE STARTINGDRILLED-IN H-PILES.MAXIMUM 6' SPACING. AT THE CONTRACTOR'S OPTION, EMBEDMENT DEPTHS MAY BE REDUCED BY 25% FORMINIMUM REQUIRED EMBEDMENT FOR H-PILES WITH TIMBER LAGGING IS BASED ON DRIVEN H-PILES ATFOR "SURCHARGE CASE WITH TRAFFIC IMPACT".MINIMUM REQUIRED EXTENSION IS 6" FOR "SLOPE OR SURCHARGE CASE WITH NO TRAFFIC IMPACT" AND 32"CASE WITH TRAFFIC IMPACT".GUARDRAIL, ATTACH GUARDRAIL TO TRAFFIC SIDE OF PILES AS SHOWN IN THE PLANS AND USE "SURCHARGEAT THE CONTRACTOR'S OPTION OR IF AVAILABLE CLEAR DISTANCE IS LESS THAN 4' FOR TEMPORARY"SURCHARGE CASE WITH TRAFFIC IMPACT".FOR CONCRETE BARRIER, SET BARRIER NEXT TO AND UP AGAINST TRAFFIC SIDE OF PILES AND USEAT THE CONTRACTOR'S OPTION OR IF AVAILABLE CLEAR DISTANCE IS LESS THAN THE MINIMUM REQUIREDCONDITION. DO NOT USE STANDARD TEMPORARY SHORING IF GROUNDWATER IS ABOVE BOTTOM OF SHORING.PLANS, USE "GROUNDWATER ELEVATION BETWEEN BOTTOM OF SHORING AND PILE TIP" FOR GROUNDWATERUSE GROUNDWATER ELEVATION NOTED IN THE PLANS. IF NO GROUNDWATER ELEVATION IS SHOWN IN THEOR SOFT SOIL OR MUCK IS WITHIN THE EMBEDMENT DEPTH.DO NOT USE STANDARD TEMPORARY SHORING WHEN VERY LOOSEPARAMETERS ARE NOT APPLICABLE.DO NOT USE STANDARD TEMPORARY SHORING IF ASSUMED SOILCOHESION, c = 0 PSF = 30 DEGREESfFRICTION ANGLE, = 120 PCFgUNIT WEIGHT, IN-SITU ASSUMED SOIL PARAMETERS:STANDARD TEMPORARY SHORING IS BASED ON THE FOLLOWINGPROVISION.FOR STANDARD TEMPORARY SHORING, SEE STANDARD SHORINGSHORING AS NOTED IN THE PLANS.AT THE CONTRACTOR'S OPTION, USE STANDARD TEMPORARY250 PSF MAXTRAFFIC SURCHARGE250 PSF MAXTRAFFIC SURCHARGE17BP.14.R.2102G-1 COMPUTED BY: SGM DATE: 3/12/2019SHEET NO. CHECKED BY: JLT DATE:3/14/20193B-1LOCATIONStation Station Uncl. Embank. Borrow WasteStation Station LT/RT/CL REMOVAL REMOVALExcav. +%‐L‐ 10+55.00‐L‐ 15+52.20978 1035 57BRIDGE‐L‐ 16+39.80‐L‐20+50.0046 1707 16611024 2742 17181024 2742 1718EST. 5% TO REPLACE TOP SOIL ON BORROW PIT861024 2742 1804SAY:1,100 1,900EST. DDE = 540 CYEST. SHALLOW UNDERCUT = 100 CYSELECT GRANULAR MATERIAL = 400 CYGEOTEXTILE FOR SOIL STABILIZATION = 600 SYCLASS IV SUBGRADE STABILIZATION = 200 TONNG = NON-GATING IMPACT ATTENUATOR TYPE 350"N" DIST.TOTALFLAIR LENGTHLINEFROM SHLDR APPR.TRAIL.APPR. TRAIL.E.O.L.WIDTHENDENDENDENDEAGNG‐L‐‐L‐‐L‐‐L‐ADDITIONAL GUARDRAIL POSTS = 5 EA0Note: Invert Elevations indicated are for Bid Purposes only and shall not be used for project construction stakeout. COMPUTED BY: Zachary J. Richard, PE DATE: 7/12/2018 See "Standard Specifications For Roads and Structures, Section 300-5". CHECKED BY: David B. Petty, PE DATE: 3/9/2019PER GEOTECH RECOMMENDATION, ESTIMATED 450 CUBIC YARDS OF UNDERCUT TO BE USED IN THE DISCRETION OF THE RESIDENT ENGINEER.PAVEMENT REMOVAL SUMMARYNote: Earthwork quantities are calculated by the Roadway Design Unit. These earthwork quantities are based in part on subsurface data provided by the Geotechnical Engineering Unit.SAY:1,320IN SQUARE YARDSTOTAL:1,314.39ASPHALT ASPHALT CONCRETE CONCRETE‐L‐15+87 19+39LT 541.47BREAKUP BREAKUP‐L‐10+94 15+45LT 772.92LINESURVEYSHOP CURVEDSUB‐TOTALSLESS ANCHOR DEDUCTIONS56.2514+87.92 LTIMP. ATTEN. TYPE 350212.50GUARDRAIL SUMMARYIN FEETNote: Approximate quantities only. Unclassified Excavation, Borrow Excavation, Fine Grading, Clearing and Grubbing, and Removal of Existing Pavement will be paid for at the contract lump sum price for grading.SUMMARY OF EARTHWORK75.00"N" = DISTANCE FROM EDGE OF LANE TO FACE OF GUARDRAILTOTAL 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.G = GATING IMPACT ATTENUATOR TYPE 350IN CUBIC YARDS25' 0.5'LIST OF PIPES, ENDWALLS, ETC. (FOR PIPES 48 INCHES & UNDER)44PROJECT NO.WIIIGREUTL-2AT‐1ANCHORSREMOVE & RESET EXISTING GUARDRAILREMARKS1REMOVE EXISTING GUARDRAILIIISC1GREU TL‐2 4@25.00 ft175.004@18.75 ftGRAND TOTALS:TYPE III15+60.24END STA.15+44.17LOC.BEG. STA.TRAIL. ENDDOUBLE FACEDWARRANT POINTAPPR. ENDLENGTHSTRAIGHT15+44.17 6.92'3.92'6.92'25' 0.5'PROJECT TOTALS:STATE OF NORTH CAROLINA17BP.14.R.210TOTALS:37.5015+03.990.5'1115+60.24 RT 56.2516+31.76 16+81.76 LT 50.00 16+31.76 3.92'16+47.83 16+97.83 RT 50.00 16+47.83 3.92'3.92' 6.92'6.92'25' 0.5'1125'114444SAY37.5ANCHOR TOTALSGRAND‐TOTALS 100.00SIZETHICKNESSOR GAUGEEFG‐L‐ 15+20 LT 0401 2086.71110401 0402 2084.7 2084.6 12‐L‐ 15+36 RT 0403 2087.0 161110403 0404 2084.2 2084.1‐L‐ 12+75 CL 0405 2081.1 2080.74841‐L‐ 11+35 RT 04067258TOTALS10048 2 2 2 99CATCH BASINNARROW DROP INLETDROP INLETGRATED DROP INLET(NARROW SLOT)JUNCTION BOXMANHOLETRAFFIC BEARING DROP INLETTRAFFIC BEARING JUNCTION BOXPER EACH (0' THRU 5.0')LIN.FT.DROP INLETCATCH BASINCONC. & BRICK PIPE PLUG, C.Y. STD. 840.71 R.C. PIPE CLASS III 36''15" SIDE DRAIN PIPEQUANTITIESFOR DRAINAGESTRUCTURES*TOTAL L.F. FOR PAYQUANTITY SHALL BE COL.'A' + (1.3 X COL.'B')C.B. STD. 840.01 OR STD. 840.02FRAME, GRATES,AND HOODSTANDARD 840.03CONC. COLLARS CL. "B" C.Y. STD. 840.72PIPE REMOVAL LIN. FT.CU. YARDSAB42'' 48'' 12''18'' 24'' 30'' 18'' 24'' 30'' 36''STATIONSTRUCTURE NO..10912'' 15''FROMTOTOP ELEVATIONINVERT ELEVATIONINVERT ELEVATIONSLOPE CRITICAL C.S. PIPE 36'' 42''DRAINAGE PIPE(RCP, CSP, CAAP, HDPE, or PVC)DO NOT USE RCPDO NOT USE CSPDO NOT USE CAAPDO NOT USE HDPE.079LOCATION (LT, RT, OR CL)'30'' 36''.064.064.06424'' 48''42''.064.07948'' 12'' 15'' 18''.10912'' 15'' 18'' 24'' 30''REMARKSABBREVIATIONS R.C. PIPE CLASS IV42''15''R.C.P.C.S.P.5.0' THRU 10.0'***" RC PIPE CULVERTS, CONTRACTOR DESIGNSTD. 838.01838.11 ORSTD. 838.80(UNLESS NOTEDOTHERWISE) T.B.D.I STD. 840.35 ** " R.C. PIPE (CLASS V)***" RC PIPE CULVERTS, CONTRACTOR DESIGNCONCRETE TRANSITIONALSECTION10.0' AND ABOVETYPE OF GRATE FRAME AND NARROW FLAT GRATE STD. 840.29C.B.N.D.I.D.I.G.D.I.G.D.I.(N.S.)J.B.M.H.T.B.D.I.T.B.J.B.18" SIDE DRAIN PIPEENDWALLS48'' COMPUTED BY: ___JCK10/8/2018 CHECKED BY: ____SCC10/8/2018SD 200AST 18 100 200 400TOTAL LF:200TOTAL CY/TONS/SY:100 200** 400** 0 0*UD = Underdrain*BD = Blind Drain*ASU(1/2) = Aggregate Subgrade (Type 1 or 2)*SD = Subsurface Drain*AST = Aggregate Stabilization**Total tons of "Class IV Subgrade Stabilization" and total square yards of "Geotextile for Soil Stabilization" are only the estimated quantities for ASU(1/2)/AST and may only represent a portion of the subgrade stabilization and geotextile quantities shown in the Item Sheets of the Proposal.Aggregate Thickness INCHES[8" for ASU(2)]Shallow Undercut CYSUMMARY OF SUBSURFACE DRAINAGECONTINGENCYSUMMARY OF AGGREGATE SUBGRADE/STABILIZATIONCONTINGENCYStationLINE Station StationLocation LT/RT/CLDrain Type* UD/BD/SDLFGeotextile for Soil Stabilization SYAggregate Type* ASU(1/2)/ASTStation3G-1SHEET NO.PROJECT NO.17BP.14.R.210Stabilizer Aggregate TONSClass IV Aggregate Stabilization TONSClass IV Subgrade Stabilization TONS(5-15-18)STATE OF NORTH CAROLINADIVISION OF HIGHWAYSLINE 02TYPE-III TYPE-IIITYPE-III TYPE-III REVISIONS DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 417BP.14.R.210 R/W SHEET NO.8/17/994/15/2019X:\NCDOT\Division 14 - 2017\Macon 550043\Roadway\Proj\550043_Rdy_psh.dgnUser:smelvinCORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS N A D 83/ 2011 BM-2 BM-1 BRIDGE #550043 MACON COUNTY BRIDGE/ROADWAY RELATIONSHIP SKETCH TYPE-III 10' 10' SBG PROP. FDPS PROP. -L- STA. 16+50.50 END APPROACH SLAB -L- STA. 15+41.50 BEGIN APPROACH SLAB 30'-0"TO OUTOUT27'-10"1'-1" 1'-1"02TYPE-III TYPE-IIITYPE-III 023'-11" 3'-11" 2,070 2,080 2,090 2,100 2,110 2,120 2,070 2,080 2,090 2,100 2,110 2,120 2,1302,130 10 11 12 151413 16 17 18 19 20 21 22 (TYP.)W/ CLASS II RIP RAP 1.5:1 NORMAL SLOPE KEY-IN 3.5' (TYP.) CLASS II RIP RAP TO BE REMOVED EXISTING BRIDGE LOW CHORD LOW SIDE PROP. EXCAVATION TO ELEV. 2081.0'PROP. EXCAVATION TO ELEV. 2083.0' BRIDGE HYDRAULIC DATA DESIGN DISCHARGE DESIGN FREQUENCY DESIGN HW ELEVATION BASE DISCHARGE BASE FREQUENCY BASE HW ELEVATION OVERTOPPING DISCHARGE OVERTOPPING FREQUENCY OVERTOPPING ELEVATION APPROX. W.S. ELEVATION = = = = = = = = = = 1400 CFS 5 YRS* 2085.1 FT 3870 CFS 100 YRS 2087.4 FT 1800 CFS 10+/- YRS 2085.1 FT** DATE OF SITE VISIT ON DATE OF SITE VISIT = 3/8/2018 2080.5 FT *NOTE: DESIGN IMPROVES LEVEL OF SERVICE. @ -L- STA. 12+62 WHICH OCCURS AT PROPOSED SAG LOWEST HIGH POINT ON DECK/ROADWAY **OVERTOPPING ELEVATION REPRESENTS OF SITE VISIT =2080.5' APPROX. W.S. ELEV. ON DATE DRAINAGE AREA DESIGN FREQUENCY DESIGN DISCHARGE DESIGN HW ELEVATION 100 YEAR DISCHARGE 100 YEAR HW ELEVATION OVERTOPPING FREQUENCY OVERTOPPING DISCHARGE OVERTOPPING ELEVATION PIPE HYDRAULIC DATA AC YRS YRS CFS CFS CFS FT FT FT= 2085.1 = 30 = 100+ = 25 = 15.5 = 2083.3 = 18.8 = 2083.6 = 5.8 24" RCP @ -L- Sta. 12+75ROADWAYCLEARPROFESSIONALENGINEERNORTHCAROLINA SEAL 35018 YRRET .L YMMIJPROFESSIONALENGINEER N ORTH CARO LINA SEAL 038697 YTTEP .B DI VA D FOR STRUCTURE PLANS, SEE SHEET S-1 THRU S-18 LT 74.14' OF -L- STA 15+96.32 NAIL IN 10" TREE BASE ROOT BM#1 ELEV. 2092.91 04000402029.2' 9.2'8.7'8.3'02301701004803020100010201020304TYPE-III TYPE-III GREU TL-2 GREU TL-2 -L- CURVE DATA DS = 35 MPH DS = 45 MPH SE = 0.04 PI Sta 12+16.84 D L = 294.76' T = 147.46' R = 3,730.00' PI Sta 20+98.87 D L = 125.03' T = 62.59' R = 1,050.00' PI Sta 19+04.30 D L = 266.90' T = 134.92' R = 740.00' DS = 50 MPH SE = 0.04SE = NC -L- POT 10+00.00 -L- PC 10+69.39 -L- PT 13+64.15 -L- PC 17+69.38 -L- POT 22+17.88 -L- PT 21+61.32 -L- PCC 20+36.28 -L- STA 20+50.00 17BP.14.R.210 END PROJECT -L- STA 16+39.80 END BRIDGE -L- STA 15+52.20 BEGIN BRIDGE DRIVE ASPHALT PROP. 26' -L- STA. 14+48.00 BEGIN FDPS -L- STA 10+55.00 17BP.14.R.210 BEGIN PROJECT DRIVE ASPHALT PROP. 16' -L- STA. 17+37.75 END FDPS -L- STA. 17+21.68 END FDPS -L- STA. 15+28.99 BEGIN SBG -L- STA. 15+12.92 BEGIN SBG 10+0015+0020+0050' TAPER TO EXIST.+05TYP 20'+7510'10'8:1 8:1 10'10'TO EXI ST.50' TAPER+00TYP20'+1060'R 20'R 5'R 15'R (BY OWNER) FENCE RELOCATE 20' TYP +56.05PAVEMENT REMOVAL (BY OWNER) FENCE RELOCATE TYPE-III TYPE-III GREU TL-2 GREU TL-2 8:1 8:1 -L- STA. 14+64.00 BEGIN FDPS PI = 11+76.00 EL = 2,084.38'(-)4 .16 5 3% (+)0.6893% VC = 240' K = 49 PI = 16+04.00 EL = 2,087.33' (+)0.6893% (+)5.8855% VC = 260' K = 50 PI = 19+36.00 EL = 2,106.87' (+)5.8855% (+)3.3421% VC = 220' K = 86 ELEV. 2,110.68 -L- STA. 20+50.00 END GRADE -L- STA. 16+39.80 END BRIDGE -L- STA. 15+52.20 BEGIN BRIDGEELEV. 2,089.42 -L- STA. 10+55.00 BEGIN GRADE DS = 35 MPH DS = 35 MPH DS = 50 MPH EL = 2080.50' -L- STA. 12+75 @75' LT END STANDARD BASE DITCH EL = 2080.70' -L- STA. 12+75 @25' LT BEGIN STANDARD BASE DITCH +0.60% +6.4% EL = 2100.00' -L- STA. 18+50 LT END LATERAL BASE DITCH EL = 2082.53' -L- STA. 15+77 LT BEGIN LATERAL BASE DITCH ELEV. 2,085.09 -L- STA. 12+61.92 LOW POINT PROP. 24" RCP T T SR 1635 20' BST MIDDLE CREEK RD.12" CMP18" CMPWW WW A S PH .MI D D L E C R E E KSARAH COVE RD. DB H-26 PG 2277 EXISTING R/W EX IST ING R /W EX IST ING R /W30.00'PRI VATE R/WPRI VATE R/WPRI VATE R/ W 19 6.3 0' S 19°2 2'4 5" WS 18°30'22" W 163.40' N 14°08'00" E 31.41' N 34°36'06" W 50.59'N 21°35'06" W63.60'N 16°06'06" W98.89'N 19°49'06" W77.72'N 17°37'06" W4 6. 4 5'N 1 1° 5 3' 0 6" W36.78' N 00°41'06" W 40.00' N 08°33'54" E 34.23' N 13°46'24" E 40.00' N 19°04'34" E N 25°01'24" E 141.94' N 23°36'06" W 125.98'N 65°09'06" W 58.71'S 64°19'54" W255.25'S 57°46'44" W6 6 .3 0' S 29 °15'52 " E 135.50'S 19°34'12" EWOODS WOODS POLE #2025/20 FRONTIER TEL. 1 2 S S S S S 10' GRAVELTO DEAD ENDELEV.=2102.61' LOW WIRE T T G R S 47°00'00" W370.00'TO SR 1634 60.00'EXISTING R/W EXISTING R/W 15" CMP 5SBW 5SBW BSTBST GRTS 83°24'06" E 215.00'S 33°04'00" WN 00°06'34" E 13.34'N 62°19'00" E150.41'GR 60.00'EXI STI NG R/WEXI STI NG R/W18" CM PWWTERESA CABE SPEED DB I-33 PG 1365 POLE #2025/25 FRONTIER TEL. MIDDLE CREEK BL-1 S 47°00'00" W 10.69' EIP DENNIS JAMES WALTON DB G-36 PG 1614 LISA R. CRIADO ALAN DAVID & DB W-23 PG 545 WOODS WOODS WOODS WOODS DB P-22 PG 950 DB X-22 PG 1658 DB H-26 PG 2277 (GUY LOUIS CRAUWELS LIVING TRUST) GUY LOUIS CRAUWELS, TRUSTEE TIMMY JOEL PHILLIPS DB K-37 PG 2296 WOODS THOMAS EDWARD JONES DB M-37 PG 231 JAMES S MILLER DB T-27 PG 1980 MILDRE JEANETTE CABE HOLLAND DB O-32 PG 1912 0.20'EIP R/W MON. WOODS EIP 1.39' GPS-100 GPS-101 S 1002 1003 EX. R/W +50.40 30.00 +64.15 30.00 +69.38 58.00 +43.00 30.00 +02.00 49.00 +36.00 30.00 +94.00 52.00 +94.00 30.00 +20.00 EX. R/W +90.00 01 02 03 04 05 30.00 +69.39 45.00 +39.00 73.00 +90.00 30.00 +50.00 30.00 +11.00 45.00 +11.00 50.00 +20.00 30.00 +80.00 50.00 +80.00 EX. R/W +36.28 EX. R/W +50.40 EX. R/W +67.00 EX. R/W +94.00 64.00 +01.00 EX. R/W +15.35 30.00 +99.00 30.00 +39.00 EX. R/W +79.21 EX. R/W +68.92 EX. R/W +27.41 EX. R/W +92.97 EX. R/W +63.99 EX. R/W +29.28 0401 15"0403 0402 0404 TB 2GIREMOVE 15" TO DRAIN GRADE RETA I N 1 TON, 5 SY GEO CLASS B RIPRAP GRADE TO DRAIN24" RCP-IVSEE DETAIL A STANDARD BASE DITCH SEE DETAIL B RIP RAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT FROM -L- STA 12+70 TO 12+80 LT DETAIL B Grade Ditch 1.5' GEOTEXTILE Geotextile= 23 sy Type of Liner= 17 TONS, Class I Rip-Rap 10'min. 1.0'min. SEE DETAIL C LATERAL BASE DITCH 15"TB 2GI-D 1 TON, 5 SY GEO CLASS B RIPRAP RETAIN5 TONS,14 SY GEO CLASS B RIPRAP ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 50:1 DETAIL C b=Varies(see XSC) B=5 Ft. Min. d=1.5 Ft. Min. D=1.5 Ft. *When B is < 6.0' Ground Natural Slope Fill GEOTEXTILE 0405 0406 Geotextile = Est. 350 sy Class I Rip-Rap =Est. 260 TONS Type of Liner= FROM -L- STA 15+78 TO 18+50 LT (DDE=470 cy) REMOVE B 2:12:1D ( Not to Scale) STANDARD BASE DITCH FROM -L- STA 12+75@25'LT TO 12+75@59'LT DETAIL A B=3 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural Est DDE=70 CY GRADE TO DRAIN F F F C F F F F F F C F C F F F F FFFF C C FF F C FC F C C F F F C C C C C C C C F C STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS TMP-1 SHEET NO.User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550043\Traffic\TrafficControl\TCP\Macon_550043_TC_TMP_01(TSH).dgn4/15/2019INDEX OF SHEETS TRANSPORTATION MANAGEMENT PLAN 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 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PLAN PREPARED FOR N.C.D.O.T. BY: PROJECT ENGINEER DESIGN ENGINEER PROJECT:VICINITY MAP APPROVED: DATE: CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS SHEET NO.TITLE MACON COUNTY LOCATION PROJECT 1636 1114 1635 1177 1684 1634 1633 1632 1109 1110 1727 1629 1629 1108 1167 1106 1635 1635 441 23 441 23 17BP.14.R.210JIMMY TERRY, PE SANDRA MELVIN PROFESSION A LE NG INEERNORTHCAROLINA SEAL 35018 YRRET .L YMMIJ TMP-4 PHASE II OVERVIEW TMP-3 PHASE I OVERVIEW TMP-2 PHASING NOTES STRATEGIES, GENERAL NOTES, AND LOCAL NOTES) TMP-1B TRANSPORTATION OPERATIONS PLAN: (MANAGEMENT AND LEGEND TMP-1A LIST OF APPLICABLE ROADWAY STANDARD DRAWINGS, TMP-1 TITLE SHEET, VICINITY MAP, AND INDEX OF SHEETS MiddleNCDOT CONTACT INFORMATION: Phone: 828 488 0902 Division Bridge Program Manager ADAM DOCKERY SHEET NO.PROJ. REFERENCE NO.User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550043\Traffic\TrafficControl\TCP\Macon_550043_TC_TMP_01A(STA & Legend).dgn4/15/2019TMP-1A LEGENDROADWAY STANDARD DRAWINGS TITLESTD. NO. PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C., THE FOLLOWING ROADWAY STANDARDS AS SHOWN IN "ROADWAY STANDARD DRAWINGS" - ARE CONSIDERED A PART OF THESE PLANS: DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY 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 APPROVED: DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS MARKING SCHEDULE TEMPORARY PAVEMENT DRAWINGS, LEGEND, & ROADWAY STANDARD FLAGGER TRAFFIC CONTROL DEVICES CONE DRUM STATIONARY SIGN PORTABLE SIGN CHANGEABLE MESSAGE SIGN STATIONARY OR PORTABLE SIGN SKINNY DRUM BARRICADE (TYPE III) TEMPORARY SIGNING SIGNALS PAVEMENT MARKERS CRYSTAL/CRYSTAL YELLOW/YELLOW PAVEMENT MARKINGS E M P T LAW ENFORCEMENT TEMPORARY CRASH CUSHION PAVEMENT MARKING SYMBOLS EXISTING LINES PAVEMENT MARKING SYMBOLS EXISTING PROPOSED TEMPORARY DIRECTION OF TRAFFIC FLOW NORTH ARROW GENERAL EXIST. PVMT. PROPOSED PVMT. DIRECTION OF PEDESTRIAN TRAFFIC FLOW TUBULAR MARKER PAVEMENT REMOVAL WORK AREA FLASHING ARROW BOARD TRUCK MOUNTED ATTENUATOR (TMA) TEMP. SHORING (LOCATION PURPOSES ONLY) E M P T 1101.01 WORK ZONE ADVANCE WARNING SIGNS 1101.02 TEMPORARY LANE CLOSURES 1101.11 TRAFFIC CONTROL DESIGN TABLES 1110.01 STATIONARY WORK ZONE SIGNS 1110.02 PORTABLE WORK ZONE SIGNS 1130.01 DRUM 1150.01 FLAGGING DEVICES 1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS 1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTI-LANE ROADWAYS 1261.01 GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING 1261.02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING 17BP.14.R.210 1205.12 PAVEMENT MARKINGS - BRIDGES PROPOSED LINES 1262.01 GUARDRAIL END DELINEATION 1101.04 TEMPORARY SHOULDER CLOSURES 1101.03 TEMPORARY ROAD CLOSURES 1135.01 CONES 1180.01 SKINNY-DRUM TEMPORARY PAVEMENT MARKING YELLOW DOUBLE CENTERPI PAINT (4") DESCRIPTIONSYMBOL PROFESSION A LE NG INEERNORTHCAROLINA SEAL 35018 YRRET .L YMMIJ YELLOW DOUBLE CENTERPI 1145.01 BARRICADES - TYPE III Bridge #550043 Macon County CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550043\Traffic\TrafficControl\TCP\Macon_550043_TC_TMP_01B(TOP).dgn3/13/201917BP.14.R.210 SHEET NO.PROJ. REFERENCE NO. TMP-1B PLAN OPERATIONS TRANSPORTATION 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 APPROVED: DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDPROFESSIONALENGINEER N ORTH CARO LINA SEAL 35018 YRRET .L YMMIJ ENGINEER. (W8-1) 100 FT IN ADVANCE OF THE UNEVEN AREA, OR AS DIRECTED BY THE K) INSTALL BLACK ON ORANGE ''DIP'' SIGNS (W8-2) AND/OR "BUMP" SIGNS TRAFFIC PATTERN. J) ENSURE ALL NECESSARY SIGNING IS IN PLACE PRIOR TO ALTERING ANY (3) DAYS PRIOR TO THE BEGINNING OF CONSTRUCTION. 40 FT FROM THE EDGE OF TRAVEL LANE AND NO MORE THAN THREE I) INSTALL ADVANCE WORK ZONE WARNING SIGNS WHEN WORK IS WITHIN SIGNING PATTERN ALTERATION. H) NOTIFY THE ENGINEER THIRTY (30) CALENDAR DAYS PRIOR TO ANY TRAFFIC TRAFFIC PATTERN ALTERATIONS OF EVERY HALF MILE THROUGHOUT THE UNEVEN AREA. "UNEVEN LANES" SIGNS (W8-11) IN ADVANCE AND A MINIMUM OF TRAFFIC FOR NOMINAL LIFTS OF 1.5 INCHES. INSTALL ADVANCE WARNING G) DO NOT EXCEED A DIFFERENCE OF 2 INCHES IN ELEVATION BETWEEN OPEN LANES ENGINEER, AT NO EXPENSE TO THE DEPARTMENT. BACKFILL WITH SUITABLE COMPACTED MATERIAL, AS APPROVED BY THE POSTED SPEED LIMITS LESS THAN 45 MPH. BACKFILL DROP-OFFS THAT EXCEED 3 INCHES ON ROADWAYS WITH POSTED SPEED LIMITS OF 45 MPH OR GREATER. BACKFILL DROP-OFFS THAT EXCEED 2 INCHES ON ROADWAYS WITH EDGE OF PAVEMENT DROP-OFF AS FOLLOWS: PAVEMENT IN AREAS ADJACENT TO AN OPENED TRAVEL LANE THAT HAS AN F) BACKFILL AT A 6:1 SLOPE UP TO THE EDGE AND ELEVATION OF EXISTING PAVEMENT EDGE DROP OFF REQUIREMENTS WITH GUARDRAIL OR BARRIER. TRAVELWAY, RAMP, OR LOOP WITHIN THE SAME LOCATION UNLESS PROTECTED E) DO NOT WORK SIMULTANEOUSLY WITHIN 15 FT ON BOTH SIDES OF AN OPEN EQUIPMENT REMAIN WITHIN THE CLOSED TRAVEL LANE. BY THE ENGINEER. CONDUCT THE WORK SO THAT ALL PERSONNEL AND/OR THE TRAFFIC CONTROL PLANS, ROADWAY STANDARD DRAWINGS, OR AS DIRECTED OF AN UNDIVIDED OR DIVIDED FACILITY, CLOSE THE LANE ACCORDING TO D) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN A LANE OF TRAVEL BARRIER OR GUARDRAIL. STANDARD DRAWING NO. 1101.02 UNLESS THE WORK AREA IS PROTECTED BY OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN TRAVEL LANE USING ROADWAY ADJACENT TO AN UNDIVIDED FACILITY AND WITHIN 5 FT OF AN C) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING ON THE SHOULDER BARRIER OR GUARDRAIL OR A LANE CLOSURE IS INSTALLED. STANDARD DRAWING NO. 1101.04 UNLESS THE WORK AREA IS PROTECTED BY OPEN TRAVEL LANE, CLOSE THE NEAREST OPEN SHOULDER USING ROADWAY B) WHEN PERSONNEL AND/OR EQUIPMENT ARE WORKING WITHIN 15 FT OF AN LONGER NEEDED OR AS DIRECTED BY THE ENGINEER. PERFORMED BEHIND THE LANE CLOSURE OR WHEN A LANE CLOSURE IS NO A) REMOVE LANE CLOSURE DEVICES FROM THE LANE WHEN WORK IS NOT BEING LANE AND SHOULDER CLOSURE REQUIREMENTS OR DIRECTED BY THE ENGINEER. THE CONSTRUCTION PROJECT EXCEPT WHEN OTHERWISE NOTED IN THE PLAN THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF ENGINEER. SUPPLEMENTING, COVERING, OR REMOVAL OF DEVICES AS DIRECTED BY THE OVERLAPPING OF DEVICES. MODIFICATION MAY INCLUDE: MOVING, TO MEET FIELD CONDITIONS OR RESULT IN DUPLICATE OR UNDESIRED DRAWINGS, STANDARD DETAILS, AND ROADWAY DETAILS ARE NOT ATTAINABLE CHANGES MAY BE REQUIRED WHEN PHYSICAL DIMENSIONS IN THE DETAIL GENERAL NOTES MARKERS BY THE END OF EACH DAY'S OPERATION. R) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND LINES. Q) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING APPLICATION AND EVERY SIX MONTHS AS DIRECTED BY THE ENGINEER. SECOND APPLICATION OF PAINT SIX (6) MONTHS AFTER THE INITIAL P) PLACE ONE APPLICATION OF PAINT FOR TEMPORARY TRAFFIC PATTERNS. PLACE A O) INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE. MIDDLE CREEK RD PAINT NONE ROAD NAME MARKING MARKER ON INTERIM LAYERS OF PAVEMENT AS FOLLOWS: N) INSTALL TEMPORARY PAVEMENT MARKINGS AND TEMPORARY PAVEMENT MARKERS PAVEMENT MARKINGS AND MARKERS ATTACHED, OF SUFFICIENT LENGTH TO CLOSE ENTIRE ROADWAY. M) PLACE TYPE III BARRICADES, WITH "ROAD CLOSED" SIGN R11-2 REQUIREMENTS. 1130 (DRUMS), 1135 (CONES) AND 1180 (SKINNY DRUMS) FOR ADDITIONAL REFER TO STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES SECTIONS 10 FT ON-CENTER IN RADII, AND 3 FT OFF THE EDGE OF AN OPEN TRAVELWAY. AREAS NO GREATER IN FEET THAN TWICE THE POSTED SPEED LIMIT (MPH) EXCEPT, L) WHEN LANE CLOSURES ARE NOT IN EFFECT SPACE CHANNELIZING DEVICES IN WORK TRAFFIC CONTROL DEVICES STRATEGIES MANAGEMENT USING A COMBINATION OF TEMPORARY ROAD AND LANE CLOSURES AND FLAGGERS AS NEEDED. THE PROPOSED SR 1635 (MIDDLE CREEK RD) WILL BE CONSTRUCTED LOCAL NOTES UNLESS OTHERWISE NOTED MAINTAIN ACCESS TO DRIVEWAYS AND SIDE ROADS AT ALL TIMES PHASINGPROFESSIONALE NG INEERNORTHCAROLINA SEAL 35018 YRRET .L YMMIJ PHASING CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS 17BP.14.R.210 TMP-2Bridge #550043 Macon County SEE NCDOT RDY STD DRAWING 1101.02 SHT 1 OF 14 THE NEW ALIGNMENT TO THRU TRAFFIC. TEMPORARY PAVEMENT MARKINGS AS SHOWN ON PLAN TMP-3 AND OPEN USING TEMPORARY LANE CLOSURES AND FLAGGERS WHEN NEEDED PLACE STEP 3: CONSTRUCT THE DRIVE RT OF -L- STA 11+30. PLACE THE GUARDRAIL AS SHOWN ON PLANS. (SEE TMP-3) TO -L- STA. 16+39.80 CONSTRUCT THE NEW BRIDGE OVER MIDDLE CREEK FROM -L- STA. 15+52.20 -L- STA. 16+39.80 (END BRIDGE) TO -L- STA. 19+68 -L- STA. 10+91 TO -L- STA. 15+52.20 (BEGIN BRIDGE) COURSE AS SHOWN ON PLAN (TMP-3): FOLLOWING UP TO BUT NOT INCLUDING THE FINAL LAYER OF SURFACE WITH THE EXISTING TRAFFIC IN ITS ORIGINAL PATTERN CONSTRUCT THE STEP 2: WITH NCDOT STD DRAWING 1101.01, SHEET 3 OF 3. INSTALL ALL ADVANCE WORK ZONE WARNING SIGNS ON -L- IN ACCORDANCE STEP 1: Phase I UNLESS OTHERWISE NOTED PROVIDE ACCESS TO ALL DRIVES AT ALL TIMES. REMOVE ALL TRAFFIC CONTROL DEVICES AND OPEN ALL ROADS TO TRAFFIC. SEE NCDOT STD DRAWING 1101.02, SHT 1 OF 14 PAVEMENT MARKING AS SHOWN IN PAVEMENT MARKING PLANS. USING FLAGGERS AND TEMPORARY LANE CLOSURES PLACE THE FINAL SEE NCDOT STD DRAWING 1101.02, SHT 1 OF 14 -L- STA 10+55 TO -L- STA 20+50 OF SURFACE COURSE AS FOLLOWS (SEE TMP-4): USING FLAGGERS AND TEMPORARY LANE CLOSURES PLACE THE FINAL LAYER STEP 3: REMOVE EXISTING PAVEMENT (SEE TMP-4) REMOVE THE EXISTING BRIDGE OVER MIDDLE CREEK (SEE TMP-4) STEP 2: 19+50 BUILD THE CONNECTION TO THE EXISTING SARAH COVE RD LT OF -L- STA. -L- STA. 17+76 TO -L- STA 20+50 -L- STA. 10+55 TO -L- STA 12+14 LAYER OF SURFACE AS SHOWN ON PLAN (TMP-4): NEEDED CONSTRUCT THE FOLLOWING UP TO BUT NOT INCLUDING THE FINAL THRU TRAFFIC AND USING TEMPOARY LANE CLOSURES AND FLAGGERS WHEN WITH TRAFFIC ON THE NEW ALIGNMENT CLOSE EXISTING MIDDLE CREEK RD TO STEP 1: Phase II User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550043\Traffic\TrafficControl\TCP\Macon_550043_TC_TMP_02(Phasing).dgn3/15/2019 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. APPROVED: DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550043\Traffic\TrafficControl\TCP\Macon_550043_TC_TMP_03(Ph1).dgn4/15/2019 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 APPROVED: DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED -L- SR 1635 M IDDLE CREEK RD MIDDLE CREEK SARAH COVE RD17BP.14.R.210 SHEET NO.PROJ. REFERENCE NO. TMP-3 CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS 10+0015+0020+00-L- STA 10+91 BEGIN BRIDGE -L- STA. 15+52.20 END BRIDGE -L- STA. 16+39.80 -L- STA 19+68 TYPE III BARRICADE SIGNS R11-2 & M4-10R TYPE III BARRICADE W/ SIGNS R11-2 & M4-10L TYPE III BARRICADE W/ TYPE III BARRICADE M4-10L R11-2 48'' x 30'' ROAD CLOSED DETOUR 48" x 18" TYPE III BARRICADE M4-10R 48" x 18" R11-2 48'' x 30'' ROAD CLOSED DETOUR TYPE III BARRICADETYPE III BARRICADE DRUMS (10' SPACING TYP.) -L- SR 1635 M IDDLE CREEK RD MIDDLE CREEK SARAH COVE RD10+00-L- STA 10+78 BEGIN BRIDGE -L- STA. 15+52.20 END BRIDGE -L- STA. 16+39.80 -L- STA 19+68 TYPE III BARRICADE SIGNS R11-2 & M4-10R TYPE III BARRICADE W/ SIGNS R11-2 & M4-10L TYPE III BARRICADE W/ DRUMS (10' SPACING TYP.)15+0020+00TIE TO EXISTING MARKINGS PHASE I PHASE I, STEP 2: PHASE I, STEP 3: DRUMS (10' SPACING TYP.) DRUM DRUMS (10' SPACING TYP.) PI PI SEE TMP-1A FOR TEMPORARY PAVEMENT MARKINGS PROFESSION A LE NG INEER N ORTH CARO LINA SEAL 35018 YRRET .L YMMIJ TYPE III BARRICADE AS DIRECTED BY THE ENGINEER TEMPORARY SHORING User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550043\Traffic\TrafficControl\TCP\Macon_550043_TC_TMP_04(Ph2).dgn3/13/2019 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 APPROVED: DATE: DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED MIDDLE CREEK 17BP.14.R.210 SHEET NO.PROJ. REFERENCE NO. TMP-4 CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS 10+0015+0020+00-L- STA 10+55 BEGIN BRIDGE -L- STA. 15+52.20 END BRIDGE -L- STA. 16+39.80 M4-10L R11-2 48'' x 30'' ROAD CLOSED DETOUR 48" x 18" TYPE III BARRICADE M4-10R 48" x 18" R11-2 48'' x 30'' ROAD CLOSED DETOUR TYPE III BARRICADETYPE III BARRICADE SR 1635 END BRIDGE -L- STA. 16+39.80 PHASE II -L- STA 12+14 -L- SARAH COVE RD-L- STA 20+50 MIDDLE CREEK RD -L- STA 17+76 PHASE II, STEP 1 & 2: MIDDLE CREEK10+00-L- STA 10+55 BEGIN BRIDGE -L- STA. 15+52.20 SR 1635 -L- SARAH COVE RD-L- STA 20+50 MIDDLE CREEK RD15+0020+00PHASE II, STEP 3: DRUM PAVEMENT REMOVAL DENOTES BRIDGE REMOVAL DENOTES SIGNS R11-2 & M4-10R TYPE III BARRICADE W/ SIGNS R11-2 & M4-10L TYPE III BARRICADE W/ DRUMS (10' SPACING TYP.) (10' SPACING TYP.) DRUMS PROFESSION A LE NG INEERNORTHCAROLINA SEAL 35018 YRRET .L YMMIJ INDEX ROADWAY STANDARD DRAWING THE FOLLOWING ROADWAY STANDARDS AS APPEAR IN "ROADWAY STANDARD DRAWINGS" - CONSIDERED A PART OF THESE PLANS: PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORTATION - RALEIGH, N.C.,4/15/2019X:\NCDOT\Division 14 - 2017\Macon 550043\Traffic\Pavement Markings\Macon 550043_Sgn_PMP_01.dgnUser:smelvinGENERAL NOTES STD. NO.TITLE SHEET NO.DESCRIPTION SHEET NO. SEAL DATE: APPROVED: PMP-1 STATE OF NORTH CAROLINA DEPARTMENT OF TRANSPORTATION PAVEMENT MARKING PLAN SCHEDULE SHEET PMP-1 PAVEMENT MARKING PLAN TITLE AND 1205.01 PAVEMENT MARKINGS - LINE TYPES AND OFFSETS 1262.01 GUARDRAIL END DELINEATION 1205.02 PAVEMENT MARKINGS - TWO-LANE AND MULTILANE ROADWAYS 1205.12 PAVEMENT MARKINGS - BRIDGES 1261.01 GUARDRAIL AND BARRIER DELINEATORS - INSTALLATION SPACING 1261.02 GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNTING DATED JANUARY 2018 ARE APPLICABLE TO THIS PROJECT AND BY REFERENCE HEREBY ARE PMP-2 PAVEMENT MARKING DETAIL DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETEDPROFESSIONALENGINEER N ORTH CARO LINA SEAL 35018 YRRET .L YMMIJ17BP.14.R.210 CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS PROJECT.: 17BP.14.R.210PROJECT NO. FINAL PAVEMENT MARKING SCHEDULE PI YELLOW DOUBLE CENTER PA WHITE EDGELINE PAINT (4") PAVEMENT MARKINGS SYMBOL DESCRIPTION DEPARTMEN T O F TRA N SPORTATIONSTATEOFNORT H CAR O LI NAPLAN PREPARED FOR N.C.D.O.T. BY: PROJECT ENGINEER DESIGN TECHNICIAN CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS JIMMY TERRY, PE SANDRA MELVIN MACON COUNTY D) REMOVE/REPLACE ANY CONFLICTING/DAMAGED PAVEMENT MARKINGS AND MARKERS. C) TIE PROPOSED PAVEMENT MARKING LINES TO EXISTING PAVEMENT MARKING LINES. TIME OF THE FIRST. SURFACE. PLACE THE SECOND APPLICATION OF PAINT UPON SUFFICIENT DRYING B) PLACE TWO APPLICATIONS OF PAINT PAVEMENT MARKINGS ON THE FINAL WEARING SR 1635 MIDDLE CREEK PAINT NONE ROAD NAME MARKING MARKER A) INSTALL PAVEMENT MARKINGS ON THE FINAL SURFACE AS FOLLOWS: OR DIRECTED BY THE ENGINEER. THE CONSTRUCTION PROJECT, EXCEPT WHEN OTHERWISE NOTED IN THE PLAN, THE FOLLOWING GENERAL NOTES APPLY AT ALL TIMES FOR THE DURATION OF LOCATION: BRIDGE #550043 OVER MIDDLE CREEK ON SR 1635 (MIDDLE CREEK RD) SEE SHEET PMP-1 FOR FINAL PAVEMENT MARKING SCHEDULE User:smelvinX:\NCDOT\Division 14 - 2017\Macon 550043\Traffic\Pavement Markings\Macon 550043_Sgn_PMP_02.dgn3/13/2019SHEET NO. SEAL DATE: APPROVED: PAVEMENT MARKING DETAIL PMP-2 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 PROFESSION A LE NG INE ERNORTHCAROLINA SEAL 35018 YRRET .L YMMIJPROJECT NO.10+0015+0020+00-L- STA. 10+55.00 -L- STA. 20+50.00 TIE TO EXISTING MARKINGS TIE TO EXISTING MARKINGS 10' 10'+0510'10'+00BEGIN BRIDGE -L-STA. 15+52.20 END BRIDGE -L-STA. 16+39.80 MIDDLE CREEK RD -L-SR 1635 MIDDLE CREEK CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS Bridge #550043 Macon County PAPA PI PI 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 4/14/2019X:\NCDOT\Division 14 - 2017\Macon 550043\Drainage\Erosion Control\Macon 550043_EC_dsn_TSH.dgnUser:acochrane0 PLAN FOR PROPOSED HIGHWAY EROSION CONTROL EROSION AND SEDIMENT CONTROL MEASURES CONSTRUCTION. GRUBBING PHASE OF FOR CLEARING AND EROSION CONTROL PLANS THIS PROJECT CONTAINS 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 1645.01 Temporary Stream Crossing EW CFW ROADSIDE ENVIRONMENTAL UNIT Raleigh, NC 27611 1 South Wilmington St. Prepared in the Office of: NAME LEVEL III CERTIFICATION NO. Reviewed by: Reviewed in the Office of: Designed by: TGS ENGINEERS VICINITY MAP 3015 CONTRACT:PROJECT:Andrew H. Cochrane, PE SHELBY, NC 28150 804-C N. LAFAYETTE ST. 2018 STANDARD SPECIFICATIONS 2018 STANDARD SPECIFICATIONS Unit - N. C. Department of Transportation - Raleigh, N. C., dated January 2018 and the latest Coir Fiber Baffle OF ENVIRONMENTAL QUALITY. 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 R/W & UTIL. N/A N/A N/A CONST. PE 15+00CREEK TO SR 1634 -L- STA. 10+55.00 17BP.14.R.210 BEGIN PROJECT -L- STA. 15+52.20 BEGIN BRIDGE MIDDLE SR 1635 -L- -L- STA. 20+50.00 17BP.14.R.210 END PROJECT -L- STA. 16+39.80 END BRIDGE TO DEAD ENDMIDDLE CREEK RD 20+00MACON COUNTY17BP.14.R.210 N A D 83/ 2011 17BP.14.R.210 17BP.14.R.210 17BP.14.R.210 17BP.14.R.210 Reid Whitehead, PE, CPESC TYPE OF WORK: GRADING, DRAINAGE, PAVING, AND STRUCTURE ON SR 1635 (MIDDLE CREEK ROAD) LOCATION: BRIDGE NO. 550043 OVER MIDDLE CREEK 25 50 (106 VICINITY MAP LOCATION PROJECT 10617BP.14.R.210See Sheet 1A For Index of Sheets PROJECT:MacDonald Mill Cr eekMiddle Evans Cr eekTessentee Creek ShoalCreekOtto 1636 1635 1635 1633 1110 1114 1115 1118 1653 1684 1634 1635 1727 1632 1109 23 441 23 441 1108 1629 1106 1107 1726 1726 1104 1105 1102 1683 1683 1642 1641 1636 1636 1636 1637 1638 1731 1639 1722 1685 1622 1624 1623 1732 106 1625 1720 Scaly Norton FINAL PLANS SUBMITTAL FLOW A A WIDTH PLAN SECTION A-A SECTION B-B B B 2/3 CHANNEL STRUCTURAL STONE SEDIMENT CONTROL STONE 12" MATTING EXCELSIOR MATTING EXCELSIOR CLASS B STONE PAM INSET A See Inset A USE EXCELSIOR FOR MATTING MATERIAL AND ANCHOR MATTING SECTION AT TOP AND BOTTOM WITH CLASS B STONE. TO TOP OF MATTING SECTION AND AFTER EVERY RAINFALL EVENT THAT EQUALS OR EXCEEDS 0.50 INCHES. MATTING EXCELSIOR CLASS B STONE HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. NOT TO SCALE EXCELSIOR MATTING AND POLYACRYLAMIDE (PAM) TEMPORARY ROCK SILT CHECK TYPE 'A' WITH TO BE APPLIED TO EACH ROCK SILT CHECK. MATERIAL, AND ANALYZE FOR APPROPRIATE PAM FLOCCULANT A SOIL SAMPLE FROM PROJECT LOCATION, AND FROM OFFSITE PRIOR TO POLYACRYLAMIDE (PAM) APPLICATION, OBTAIN INITIALLY APPLY 4 OUNCES OF POLYACRYLAMIDE (PAM) (4 OZ.) H = 2' MIN 1' MIN 1' MIN ACCORDANCE WITH ROADWAY STANDARD DRAWING NO. 1633.01. INSTALL TEMPORARY ROCK SILT CHECK TYPE A IN NOTES: 17BP.14.R.210 EC-2 SHEET NO.PROJECT REFERENCE NO. DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER 17BP.14.R.210 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. EC-3 04000402029.2' 9.2'8.7'8.3'02301701004803020100010201020304TYPE-III TYPE-III GREU TL-2 GREU TL-2 -L- CURVE DATA DS = 35 MPH DS = 45 MPH SE = 0.04 PI Sta 12+16.84 D L = 294.76' T = 147.46' R = 3,730.00' PI Sta 20+98.87 D L = 125.03' T = 62.59' R = 1,050.00' PI Sta 19+04.30 D L = 266.90' T = 134.92' R = 740.00' DS = 50 MPH SE = 0.04SE = NC -L- POT 10+00.00 -L- PC 10+69.39 -L- PT 13+64.15 -L- PC 17+69.38 -L- POT 22+17.88 -L- PT 21+61.32 -L- PCC 20+36.28 -L- STA 20+50.00 17BP.14.R.210 END PROJECT -L- STA 16+39.80 END BRIDGE -L- STA 15+52.20 BEGIN BRIDGE DRIVE ASPHALT PROP. 26' -L- STA. 14+48.00 BEGIN FDPS -L- STA 10+55.00 17BP.14.R.210 BEGIN PROJECT DRIVE ASPHALT PROP. 16' -L- STA. 17+37.75 END FDPS -L- STA. 17+21.68 END FDPS -L- STA. 15+28.99 BEGIN SBG -L- STA. 15+12.92 BEGIN SBG 10+0015+0020+0050' TAPER TO EXIST.+05TYP 20'+7510'10'8:1 8:1 10'10'TO EXI ST.50' TAPER+00TYP20'+1060'R 20'R 5'R 15'R (BY OWNER) FENCE RELOCATE 20' TYP +56.05PAVEMENT REMOVAL (BY OWNER) FENCE RELOCATE TYPE-III TYPE-III GREU TL-2 GREU TL-2 8:1 8:1 -L- STA. 14+64.00 BEGIN FDPS F F F C F F F F F F C F C F F F F FFFF C C FF F C FC F C C F F F C C C C C C C C F C T T SR 1635 20' BST MIDDLE CREEK RD.12" CMP18" CMPWW WW A S PH .MI D D L E C R E E KSARAH COVE RD. EXISTING R/W EX IST ING R /W EX IST ING R /W30.00'PRI VATE R/WPRI VATE R/WPRI VATE R/ W 19 6.3 0' S 19°2 2'4 5" W25.31' S 18°30'22" W 28.51'S 42°45'01" W88.00'S 60°16'24" W24.55' S 78°05'06" W 28.72' S 40°07'20" W 25.83' S 18°57'42" E 45.84' S 26°06'30" E 261.69'N 60°57'27" W117.88'N 51°46'15" E193.90'N 15°58'45" W133.86'N 05°34'15" E 163.40' N 14°08'00" E 31.41' N 34°36'06" W 50.59' N 21°35'06" W63.60'N 16°06'06" W98.89'N 19°49'06" W77.72'N 17°37'06" W4 6. 4 5'N 1 1° 5 3' 0 6" W36.78' N 00°41'06" W 40.00' N 08°33'54" E 34.23' N 13°46'24" E 40.00' N 19°04'34" E 32.22' N 25°01'24" E 30.33' N 25°58'33" E 30.00' N 37°54'24" E 141.94' N 23°36'06" W 125.98' N 65°09'06" W 58.71'S 64°19'54" W255.25'S 57°46'44" W6 6 .30' S 29 °15'52 " E 135.50'S 19°34'12" EWOODS WOODS POLE #2025/20 FRONTIER TEL. 1 2 10' GRAVELTO DEAD ENDELEV.=2102.61' LOW WIRE T T G R S 47°00'00" W370.00'TO SR 1634 60.00'EXISTING R/W EXISTING R/W 15" CMP 5SBW 5SBW BSTBST GRTS 83°24'06" E 215.00'S 33°04'00" W481.88' EIPS 33°04'00" W35.07' N 00°06'34" E 13.34'N 62°19'00" E150.41'GR 60.00'EXI STI NG R/WEXI STI NG R/W18" CM PWWTERESA CABE SPEED POLE #2025/25 FRONTIER TEL. MIDDLE CREEK S 47°00'00" W 10.69' EIP DENNIS JAMES WALTON LISA R. CRIADO ALAN DAVID & WOODS WOODS WOODS WOODS (GUY LOUIS CRAUWELS LIVING TRUST) GUY LOUIS CRAUWELS, TRUSTEE TIMMY JOEL PHILLIPS WOODS THOMAS EDWARD JONES JAMES S MILLER MILDRE JEANETTE CABE HOLLAND 0.20'EIP R/W MON. WOODS EIP 1.39' 1001 1002 2080 2080 2 0 8 0 20802080 20802080 2080 2080 2080 20802080208020802080208020802080208020802080209020902090209020902090209020902090209020902090 20902090 2090 2090 2090 2 0 9 0 20 902090209020902090209020902090209020902090 209020902100210021002100 2 1 0 0 2100210021002100 2 10 021002100 2100 2100 2100 21002100 210021002100210021002100210021002100210021002100211021102110 211021 1 021102110 2 1 1 02110211021102110211021102110 2110 211021102110211021102110211021102110212021202120212021202120212021202120212021202 1 2 021202 1 2 0212021202 1 2 0212021202120 2 120 21202130213021302130213021302130213021302130213021302130 2 1 3 02130213021302130 2 1 3 0 2 1302130 21 40 2140 2140 2140 2 14 0 21402140 2140 2 14 0214021402 1 4 0 2 1 4 0 21402140214021402140214021402140214 0 2150215021502 15 0 2150 2150 2 15 02150215021502150 2 15 0 215021502150215021502150215021502150216021 60 216021602160 2160 2160 2160 216 0 2160 2160 216021602160216021602160216021602170 217021702170 217021702 17 0 2170 2170 21702170 2170217021702170217021702170 2180 2180 21802180 218021802180218021802180 21802180218021802180 2 1 8 0 2190 219021902190 2190219021902190 2 19 0 2 1 9 02190 2190219021902200 2 2 0 0 2200 2200 2200220022002200 22002200 220022002210 2 2 1 02210 2210 221022102210 2210222022202220 2220 2220 2220 2 2 3 0 2230 2230 2230223022302240 2 2 4 0 2250 0401 15"0403 0402 0404 TB 2GIREMOVE 15" TO DRAIN GRADE DRAIN GRADE TO RETAI N1 TON, 5 SY GEO CLASS B RIPRAP GRADE TO DRAIN24" RCP-IVSEE DETAIL A STANDARD BASE DITCH SEE DETAIL B RIP RAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT FROM -L- STA 12+70 TO 12+80 LT DETAIL B Grade Ditch 1.5' GEOTEXTILE Geotextile= 23 sy Type of Liner= 17 TONS, Class I Rip-Rap 10'min. 1.0'min. SEE DETAIL C LATERAL BASE DITCH 15"TB 2GI-D 1 TON, 5 SY GEO CLASS B RIPRAP RETAIN5 TONS,14 SY GEO CLASS B RIPRAP ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 50:1 DETAIL C b=Varies(see XSC) B=5 Ft. Min. d=1.5 Ft. Min. D=1.5 Ft. *When B is < 6.0' Ground Natural Slope Fill GEOTEXTILE 0405 0406 Geotextile = Est. 350 sy Class I Rip-Rap =Est. 260 TONS Type of Liner= FROM -L- STA 15+78 TO 18+50 LT (DDE=470 cy) REMOVE B 2:12:1D ( Not to Scale) STANDARD BASE DITCH FROM -L- STA 12+75@25'LT TO 12+75@59'LT DETAIL A B=3 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural Est DDE=70 CY EX. R/W +50.40 30.00 +64.15 30.00 +69.38 58.00 +43.00 30.00 +02.00 49.00 +36.00 30.00 +94.00 52.00 +94.00 30.00 +20.00 EX. R/W +90.00 01 02 03 04 05 30.00 +69.39 45.00 +39.00 73.00 +90.00 30.00 +50.00 30.00 +11.00 45.00 +11.00 50.00 +20.00 30.00 +80.00 50.00 +80.00 EX. R/W +36.28 EX. R/W +50.40 EX. R/W +67.00 EX. R/W +94.00 64.00 +01.00 EX. R/W +15.35 30.00 +99.00 30.00 +39.00 EX. R/W +79.21 EX. R/W +68.92 EX. R/W +27.41 EX. R/W +92.97 EX. R/W +63.99 EX. R/W +29.28 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. EC-4/CONST.4 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 CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS WILL NOT BE PLATED WITH STONE. EXPOSED SOIL UNDER BRIDGE WHICH PLACE COIR FIBER MATTING ON Bridge #550043 Macon County 17BP.14.R.210 N A D 83/ 2011 DIKE IMPERVIOUS NOTE: STILLING BASIN WHERE APPLICABLE. UTILIZE SPECIAL STILLING BASIN(S) AS B 04000402029.2' 9.2'8.7'8.3'02301701004803020100010201020304TYPE-III TYPE-III GREU TL-2 GREU TL-2 -L- CURVE DATA DS = 35 MPH DS = 45 MPH SE = 0.04 PI Sta 12+16.84 D L = 294.76' T = 147.46' R = 3,730.00' PI Sta 20+98.87 D L = 125.03' T = 62.59' R = 1,050.00' PI Sta 19+04.30 D L = 266.90' T = 134.92' R = 740.00' DS = 50 MPH SE = 0.04SE = NC -L- POT 10+00.00 -L- PC 10+69.39 -L- PT 13+64.15 -L- PC 17+69.38 -L- POT 22+17.88 -L- PT 21+61.32 -L- PCC 20+36.28 -L- STA 20+50.00 17BP.14.R.210 END PROJECT -L- STA 16+39.80 END BRIDGE -L- STA 15+52.20 BEGIN BRIDGE DRIVE ASPHALT PROP. 26' -L- STA. 14+48.00 BEGIN FDPS -L- STA 10+55.00 17BP.14.R.210 BEGIN PROJECT DRIVE ASPHALT PROP. 16' -L- STA. 17+37.75 END FDPS -L- STA. 17+21.68 END FDPS -L- STA. 15+28.99 BEGIN SBG -L- STA. 15+12.92 BEGIN SBG 10+0015+0020+0050' TAPER TO EXIST.+05TYP 20'+7510'10'8:1 8:1 10'10'TO EXI ST.50' TAPER+00TYP20'+1060'R 20'R 5'R 15'R (BY OWNER) FENCE RELOCATE 20' TYP +56.05PAVEMENT REMOVAL (BY OWNER) FENCE RELOCATE TYPE-III TYPE-III GREU TL-2 GREU TL-2 8:1 8:1 -L- STA. 14+64.00 BEGIN FDPS F F F C F F F F F F C F C F F F F FFFF C C FF F C FC F C C F F F C C C C C C C C F C T T SR 1635 20' BST MIDDLE CREEK RD.12" CMP18" CMPWW WW A S PH .MI D D L E C R E E KSARAH COVE RD. EXISTING R/W EX IST ING R /W EX IST ING R /W30.00'PRI VATE R/WPRI VATE R/WPRI VATE R/ W 19 6.3 0' S 19°2 2'4 5" W25.31' S 18°30'22" W 28.51'S 42°45'01" W88.00'S 60°16'24" W24.55' S 78°05'06" W 28.72' S 40°07'20" W 25.83' S 18°57'42" E 45.84' S 26°06'30" E 261.69'N 60°57'27" W117.88'N 51°46'15" E193.90'N 15°58'45" W133.86'N 05°34'15" E 163.40' N 14°08'00" E 31.41' N 34°36'06" W 50.59' N 21°35'06" W63.60'N 16°06'06" W98.89'N 19°49'06" W77.72'N 17°37'06" W4 6. 4 5'N 1 1° 5 3' 0 6" W36.78' N 00°41'06" W 40.00' N 08°33'54" E 34.23' N 13°46'24" E 40.00' N 19°04'34" E 32.22' N 25°01'24" E 30.33' N 25°58'33" E 30.00' N 37°54'24" E 141.94' N 23°36'06" W 125.98' N 65°09'06" W 58.71'S 64°19'54" W255.25'S 57°46'44" W6 6 .30' S 29 °15'52 " E 135.50'S 19°34'12" EWOODS WOODS POLE #2025/20 FRONTIER TEL. 1 2 10' GRAVELTO DEAD ENDELEV.=2102.61' LOW WIRE T T G R S 47°00'00" W370.00'TO SR 1634 60.00'EXISTING R/W EXISTING R/W 15" CMP 5SBW 5SBW BSTBST GRTS 83°24'06" E 215.00'S 33°04'00" W481.88' EIPS 33°04'00" W35.07' N 00°06'34" E 13.34'N 62°19'00" E150.41'GR 60.00'EXI STI NG R/WEXI STI NG R/W18" CM PWWTERESA CABE SPEED POLE #2025/25 FRONTIER TEL. MIDDLE CREEK S 47°00'00" W 10.69' EIP DENNIS JAMES WALTON LISA R. CRIADO ALAN DAVID & WOODS WOODS WOODS WOODS (GUY LOUIS CRAUWELS LIVING TRUST) GUY LOUIS CRAUWELS, TRUSTEE TIMMY JOEL PHILLIPS WOODS THOMAS EDWARD JONES JAMES S MILLER MILDRE JEANETTE CABE HOLLAND 0.20'EIP R/W MON. WOODS EIP 1.39' 1001 1002 0401 15"0403 0402 0404 TB 2GIREMOVE 15" TO DRAIN GRADE DRAIN GRADE TO RETAI N1 TON, 5 SY GEO CLASS B RIPRAP GRADE TO DRAIN24" RCP-IVSEE DETAIL A STANDARD BASE DITCH SEE DETAIL B RIP RAP AT EMBANKMENT ( Not to Scale) RIP RAP AT EMBANKMENT FROM -L- STA 12+70 TO 12+80 LT DETAIL B Grade Ditch 1.5' GEOTEXTILE Geotextile= 23 sy Type of Liner= 17 TONS, Class I Rip-Rap 10'min. 1.0'min. SEE DETAIL C LATERAL BASE DITCH 15"TB 2GI-D 1 TON, 5 SY GEO CLASS B RIPRAP RETAIN5 TONS,14 SY GEO CLASS B RIPRAP ( Not to Scale) LATERAL BASE DITCH 2:1D B b d 2:1 50:1 DETAIL C b=Varies(see XSC) B=5 Ft. Min. d=1.5 Ft. Min. D=1.5 Ft. *When B is < 6.0' Ground Natural Slope Fill GEOTEXTILE 0405 0406 Geotextile = Est. 350 sy Class I Rip-Rap =Est. 260 TONS Type of Liner= FROM -L- STA 15+78 TO 18+50 LT (DDE=470 cy) REMOVE B 2:12:1D ( Not to Scale) STANDARD BASE DITCH FROM -L- STA 12+75@25'LT TO 12+75@59'LT DETAIL A B=3 Ft. Min. D=1.5 Ft. Ground Natural Ground Natural Est DDE=70 CY EX. R/W +50.40 30.00 +64.15 30.00 +69.38 58.00 +43.00 30.00 +02.00 49.00 +36.00 30.00 +94.00 52.00 +94.00 30.00 +20.00 EX. R/W +90.00 01 02 03 04 05 30.00 +69.39 45.00 +39.00 73.00 +90.00 30.00 +50.00 30.00 +11.00 45.00 +11.00 50.00 +20.00 30.00 +80.00 50.00 +80.00 EX. R/W +36.28 EX. R/W +50.40 EX. R/W +67.00 EX. R/W +94.00 64.00 +01.00 EX. R/W +15.35 30.00 +99.00 30.00 +39.00 EX. R/W +79.21 EX. R/W +68.92 EX. R/W +27.41 EX. R/W +92.97 EX. R/W +63.99 EX. R/W +29.28 HYDRAULICSROADWAY DESIGN ENGINEER ENGINEER R/W SHEET NO. SHEET NO.PROJECT REFERENCE NO. EC-4/CONST.4 WILL NOT BE PLATED WITH STONE. EXPOSED SOIL UNDER BRIDGE WHICH PLACE COIR FIBER MATTING ON 17BP.14.R.210 NOTE: STILLING BASIN WHERE APPLICABLE. UTILIZE SPECIAL STILLING BASIN(S) AS EC-5/CONST.4 -L- Sta. 16+50 to 19+50 RT on Slope as Work Allows. Place Matting for Erosion Control EST. 40 SY -L- STA 12+75 TO 12+75 LT PROPOSED DITCH LINE INSTALL MATTING IN THE CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS C C B STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS 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 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 RF-1N.C.17BP.14.R.210 N A D 83/ 2011 DO NOT USE FOR CONSTRUCTION PRELIMINARY PLANS 09/08/9901-MAR-2019 05:12C:\Users\NCDOTuser1\Desktop\17BP.14.R.210\Utilities\Engineering\UBO\Proj\290_001_17BP.14.R.210_ut_tsh_UO01_psh.dgn$$$$USERNAME$$$$ INDEX OF SHEETS SHEET NO. 17BP.14.R.210 UO-1STATE OF NORTH CAROLINA DIVISION OF HIGHWAYS T.I.P. NO. ON SR 1635 (MIDDLE CREEK RD) LOCATION: BRIDGE #550043 OVER MIDDLE CREEK TYPE OF WORK: TELEPHONE RELOCATION MACON COUNTY UTILITIES BY OTHERS PLANS 0 0 0 PROFILE (HORIZONTAL) GRAPHIC SCALES PLANS PROFILE (VERTICAL) 0 00 50 50 50 50 2010510 25 100 25 100 XX DEPART ME NT OF TRANSPORTATION STATE OF NORTH CARO LI NABRIAN BURCH BOB GOLDING VACANT BILL GREEN UTILITIES REGIONAL ENGINEER UTILITIES ENGINEER UTILITIES COORDINATOR STEVE MODE JAMES MELTON UTILITY OWNERS WITH CONFLICTS FAX (919) 250-4151 PHONE (919) 707-6690 RALEIGH NC 27699-1555 1555 MAIL SERVICES CENTER DIVISION OF HIGHWAYS UTILITIES UNIT PREPARED IN THE OFFICE OF: (A) COMMUNICATIONS - FRONTIER COMMUNICATIONS UBO PLAN SHEET TITLE SHEET DESCRIPTION: UO-2 UO-1 SHEET NO.: UTILITY PROJECT MANAGER PROJECT UTILITY COORDINATORTIP PROJECT: 17BP.14.R.210UTILITIES AREA COORDINATOR SHOWN ON THIS SHEET. THE CONTRACTOR FOR UTILITY WORK NO PAYMENT WILL BE MADE TO SHEET WILL BE DONE BY OTHERS. ALL UTILITY WORK SHOWN ON THIS NOTE: UO-2 (106 15+0020+004 CREEK TO SR 1634 -L- STA. 20+50.00 17BP.14.R.210 END PROJECT -L- STA. 10+55.00 17BP.14.R.210 BEGIN PROJECT -L- STA. 15+52.20 BEGIN BRIDGE -L- STA. 16+39.80 END BRIDGE VICINITY MAP 106 MIDDLE TO DEAD ENDSR 1635 -L-MIDDLE CREEK RD THIS PROJECT IS NOT WITHIN ANY MUNICIPAL BOUNDARIES. CLEARING ON THIS PROJECT SHALL BE PERFORMED TO THE LIMITS ESTABLISHED BY METHOD II. BRIDGE #550043 OVER MIDDLE CREEK ON SR 1635 (MIDDLE CREEK RD) GRADING, DRAINAGE, PAVING, AND STRUCTURE17BP.14.R.210See Sheet 1A For Index of Sheets TOTAL LENGTH PROJECT 17BP.14.R.210 #550043 LENGTH STRUCTURE PROJECT 17BP.14.R.210 #550043 LENGTH ROADWAY PROJECT 17BP.14.R.210 #550043 PROJECT:1636 1635 1635 1633 1110 1114 1115 1118 1653 1684 1634 1635 1727 1632 1109 23 441 23 441 1108 1629 1106 1107 1726 1726 1104 1105 1102 1683 1683 1642 1641 1636 1636 1636 1637 1638 1731 1639 1722 1685 1622 1624 1623 1732 106 1625 1720 RIGHT OF WAY PLANS SUBMITTALSR 1635 20' BST MIDDLE CREEK RD. A S PH .SARAH COVE RD.10' GRAVELG R BSTBST PHONE (704) 732-3241 LINCOLNTON, NC 28092 849 SOUTH LAUREL ST TELICSShoalLOCATION PROJECT Evans Cr e e k CreekScaly Middle CreekNorton Tessentee CreekMacDonald Mill Otto FRONTIER PED REMOVED FRONTIER PED FRONTIER PED UG FRONTIER POLE FRONTIER FRONTIER AERIAL FRONTIER AERIAL FRONTIER PED UG FRONTIER TO REMAIN UG FRONTIER ABANDONED UG FRONTIER ABANDONED UG FRONTIER REMOVED FRONTIER POLES TO REMAIN UG FRONTIER FRONTIER AERIAL TO REMAIN UG FRONTIER DOWN-GUY POLE & FRONTIER DOWN-GUY POLE & FRONTIER 01-MAR-2019 05:35C:\Users\NCDOTuser1\Desktop\17BP.14.R.210\Utilities\Engineering\UBO\Proj\290_003_17BP.14.R.210_ut_rdy4_UO02_psh (2).dgn$$$$USERNAME$$$$5/14/99SHEET NO.PROJECT REFERENCE NO. N A D 83/ 2011TYPE-III N A D 83/ 2011 BM-2 BM-1 FOR STRUCTURE PLANS, SEE SHEET S-1 THRU S-?? BRIDGE/ROADWAY RELATIONSHIP SKETCH SBG PROP. -L- STA. 16+50.50 END APPROACH SLAB -L- STA. 15+41.50 BEGIN APPROACH SLAB TYPE-III PIPE HYDRAULIC DATA 24" RCP @ -L- Sta. 12+75 -L- STA 20+50.00 17BP.14.R.210 END PROJECT -L- STA 16+39.80 END BRIDGE -L- STA 15+52.20 BEGIN BRIDGE -L- STA 10+55.00 17BP.14.R.210 BEGIN PROJECT TYPE-IIIGREU TL-2 GREU TL-2 TYPE-III GREU TL-2TYPE-III TYPE-III GREU TL-2 01 02 03 04 0515"REMOVE15"RETA I N 24" RCP-IV15"RETAINT T SR 1635 20' BST MIDDLE CREEK RD.12" CMP18" CMPWW WW A S PH .MI D D L E C R E E KSARAH COVE RD. DB H-26 PG 2277 EXISTING R/W EX IST ING R /W EX IST ING R /W30.00'PRI VATE R/WPRI VATE R/WPRI VATE R/ W S 18°30'22" W WOODS WOODS POLE #2025/20 FRONTIER TEL. 1 2 S S S S S 10' GRAVELTO DEAD ENDELEV.=2102.61' LOW WIRE T T G R TO SR 1634 60.00'EXISTING R/W EXISTING R/W 15" CMP 5SBW 5SBW BSTBST GRTGR 60.00'EXI STI NG R/WEXI STI NG R/W18" CM PWWTERESA CABE SPEED DB I-33 PG 1365 POLE #2025/25 FRONTIER TEL. MIDDLE CREEK EIP DENNIS JAMES WALTON DB G-36 PG 1614 LISA R. CRIADO ALAN DAVID & DB W-23 PG 545 WOODS WOODS WOODS WOODS DB P-22 PG 950 DB X-22 PG 1658 DB H-26 PG 2277 (GUY LOUIS CRAUWELS LIVING TRUST) GUY LOUIS CRAUWELS, TRUSTEE TIMMY JOEL PHILLIPS DB K-37 PG 2296 WOODS THOMAS EDWARD JONES DB M-37 PG 231 JAMES S MILLER DB T-27 PG 1980 MILDRE JEANETTE CABE HOLLAND DB O-32 PG 1912 EIP R/W MON. WOODS EIP S UTILITIES BY OTHERS THIS SHEET. FOR PROPOSED UTILITY WORK SHOWN ON PAYMENT WILL BE MADE TO THE CONTRACTOR SHEET WILL BE DONE BY OTHERS. NO ALL PROPOSED UTILITY WORK SHOWN ON THIS THIS SHEET CORRESPONDS TO RDY- 17BP.14.R.210 UO-2 4 T T T PROJ. REFERENCE NO. SHEET NO.17BP.14.R.210 X-1ANOTE: EMBANKMENT COLUMN DOES NOT INCLUDES BACKFILL FOR UNDERCUTStation Uncl. Exc. EmbtL (cu. yd.) (cu. yd.)10+55.00 0 011+00.00 1 411+45.00 22 512+05.00 86 3512+50.00 108 7412+75.00 98 6313+00.00 93 6713+50.00 123 12014+00.00 113 11714+50.00 114 12015+00.00 111 13715+52.20 109 157Station Uncl. Exc. EmbtL (cu. yd.) (cu. yd.)16+39.80 0 016+50.00 0 7117+00.00 0 30617+50.00 0 28117+90.00 1 24318+50.00 18 32619+00.00 14 16319+50.00 6 6620+00.00 6 2520+50.00 1 3CROSS-SECTION SUMMARYSTATE OF NORTH CAROLINADIVISION OF HIGHWAYSApproximate quantities only. Unclassified excavation, borrowexcavation, fine grading, clearing and grubbing, and removal of existing pavement will be paid for at the lump sum price for "Grading". 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 35'-0"3/13/2019X:\NCDOT\Division 14 - 2017\Macon 550043\Roadway\XSC\550043_Rdy_xpl.dgnUser:smelvinPROJ. REFERENCE NO.SHEET NO.0 6/23/162085 2085 2090 2090 2095 2095 2100 2100 2105 2105 2110 2110 2115 2115 2120 2120 2080 2080 2085 2085 2090 2090 2095 2095 2100 2100 2105 2105 2110 2110 2115 2115 2080 2080 2085 2085 2090 2090 2095 2095 2100 2100 2080 2080 2080 2080 2085 2085 2090 2090 2075 2075 2080 2080 2085 2085 2090 2090 2075 2075 X-117BP.14.R.210 -L- 5 10 BRIDGE #550043 MACON COUNTY 11+00.00 11+45.00 12+05.00 12+50.00 10+50.00 2089.67 2087.42 0.020 0.020 S.S. 2084.74 S.S. 2085.682:13:1 2085.85 0.020 0.020 S.S. 2085.76 PROP. ASPHALT DRIVE 4.3%4:1 2083.88 0.020 0.020 S.S. 2082.31 S.S. 2083.08 4:1 3:150:1 2082.80 0.020 0.020 S.S. 2082.57 4:1 3:150:1S.S. 2081.92 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 DITCH GRADE @+0.60%3/13/2019X:\NCDOT\Division 14 - 2017\Macon 550043\Roadway\XSC\550043_Rdy_xpl.dgnUser:smelvinPROJ. REFERENCE NO.SHEET NO.0 6/23/162080 2080 2085 2085 2090 2090 2075 2075 2080 2080 2085 2085 2090 2090 2075 2075 2080 2080 2085 2085 2090 2090 2075 2075 2080 2080 2085 2085 2090 2090 2075 2075 2080 2080 2085 2085 2090 2090 2075 2075 2080 2080 2085 2085 2090 2090 2075 2075 2080 2080 2085 2085 2090 2090 2095 2095 2075 2075 X-217BP.14.R.210 -L- 5 10 BRIDGE #550043 MACON COUNTY 15+00.00 14+00.00 13+00.00 15+50.00 14+50.00 13+50.00 12+75.00 2082.39 0.020 0.020 S.S. 2082.50 S.S. 2082.43 3:13:1 2082.66 0.020 0.020 S.S. 2082.65 S.S. 2082.08 4:1 3:150:1 2083.03 0.020 0.020 S.S. 2082.42 S.S. 2082.91 4:1 3:150:1 2083.38 0.020 0.020 S.S. 2082.78 S.S. 2083.41 4:1 3:150:1 2083.57 0.020 0.020 S.S. 2083.07 S.S. 2083.59 4:1 3:150:1 2083.83 0.020 0.020 S.S. 2083.55 S.S. 2083.663:150:1 4:1 2084.41 S.S. 2084.37 0.020 0.020 2:1 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 4/15/2019X:\NCDOT\Division 14 - 2017\Macon 550043\Roadway\XSC\550043_Rdy_xpl.dgnUser:smelvinPROJ. REFERENCE NO.SHEET NO.0 6/23/162075 2075 2080 2080 2085 2085 2090 2090 2095 2095 2100 2100 2105 2105 2070 2070 2080 2080 2085 2085 2090 2090 2095 2095 2100 2100 2105 2105 2110 2110 2115 2115 2120 2120 2075 2075 2085 2085 2090 2090 2095 2095 2100 2100 2105 2105 2110 2110 2115 2115 2120 2120 2080 2080 2085 2085 2090 2090 2095 2095 2100 2100 2105 2105 2110 2110 2115 2115 2120 2120 2080 2080 X-317BP.14.R.210 -L- 5 10 BRIDGE #550043 MACON COUNTY END BRIDGE -L- STA 16+39.80END BRIDGE -L- STA 16+39.80 BEGIN BRIDGE -L- STA 15+52.20 17+00.00 16+00.00 17+50.00 16+50.00 2078.75 0.020 0.020 2:12:1 2084.00 2:1REMOVE EXISTING WING AND DAYLIGHT AT 2:1 2085.20 0.020 0.020 2087.20 S.S. 2089.42 S.S. 2084.45 4:1 2:12:12:1 50:1 2089.39 0.008 0.020 S.S. 2084.96 2090.402:14:1 S.S. 2092.60 2:1 50:1 3:12092.31 0.017 0.020 2093.60 S.S. 2095.89 S.S. 2086.582:14:1 3:12:1 50:1 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 3/13/2019X:\NCDOT\Division 14 - 2017\Macon 550043\Roadway\XSC\550043_Rdy_xpl.dgnUser:smelvinPROJ. REFERENCE NO.SHEET NO.0 6/23/162085 2085 2090 2090 2095 2095 2100 2100 2105 2105 2110 2110 2115 2115 2120 2120 2125 2125 2080 2080 2090 2090 2095 2095 2100 2100 2105 2105 2110 2110 2115 2115 2120 2120 2125 2125 2130 2130 2085 2085 2095 2095 2100 2100 2105 2105 2110 2110 2115 2115 2120 2120 2125 2125 2130 2130 2135 2135 2090 2090 X-417BP.14.R.210 -L- 5 10 18+50.00 19+00.00 17+90.00 BRIDGE #550043 MACON COUNTY 2095.77 0.037 0.037 2096.16 S.S. 2098.58 S.S. 2088.122:14:1 3:12:1 50:1 2101.51 0.040 0.040 2100.00 S.S. 2100.70 S.S. 2090.88 4:1 3:14 .9 :1 2104.16 0.040 0.040 S.S. 2103.58 S.S. 2094.83 4:1 3:1 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 5'-0"5'-0"3/13/2019X:\NCDOT\Division 14 - 2017\Macon 550043\Roadway\XSC\550043_Rdy_xpl.dgnUser:smelvinPROJ. REFERENCE NO.SHEET NO.0 6/23/162100 2100 2105 2105 2110 2110 2115 2115 2120 2120 2125 2125 2130 2130 2135 2135 2095 2095 2100 2100 2105 2105 2110 2110 2115 2115 2120 2120 2125 2125 2130 2130 2135 2135 2095 2095 2100 2100 2105 2105 2110 2110 2115 2115 2120 2120 2125 2125 2130 2130 2135 2135 2095 2095 X-517BP.14.R.210 -L- 5 10 BRIDGE #550043 MACON COUNTY 20+00.00 20+50.00 19+50.00 2106.58 0.040 0.040 S.S. 2099.11 10% PROP. ASPHALT DRIVE 16 .2%3:12108.81 0.015 0.040 S.S. 2108.58 S.S. 2106.762.6:1SHOULDER REDUCE 2:1 2106.84 2110.652109.31 00 00 1010 1010 2020 2020 3030 3030 4040 4040 5050 5050 6060 6060 7070 7070 8080 8080 9090 9090 100100 100100 110110 110110 120120 120120 130130 130130 140140 140140 150150 150150 3/13/2019X:\NCDOT\Division 14 - 2017\Macon 550043\Roadway\XSC\550043_Rdy_xpl.dgnUser:smelvinPROJ. REFERENCE NO.SHEET NO.0 6/23/162100 2100 2105 2105 2110 2110 2115 2115 2120 2120 2125 2125 2130 2130 2135 2135 2095 2095 X-617BP.14.R.210 -L- 5 10 21+00.00 BRIDGE #550043 MACON COUNTY 2112.39 MACON CO. #43 N A D 83/ 2011 CREEK TO SR 1634 -L- STA. 20+50.00 17BP.14.R.210 END PROJECT -L- STA. 10+55.00 17BP.14.R.210 BEGIN PROJECT -L- STA. 15+52.20 BEGIN BRIDGE -L- STA. 16+39.80 END BRIDGE MIDDLE TO DEAD ENDSR 1635 -L-MIDDLE CREEK RD DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED PROJECT LENGTH STATE STATE PROJECT REFERENCE NO. STATE PROJ. NO.F. A. PROJ. NO.DESCRIPTION NO. TOTAL SHEETS N.C. SHEET DESIGN DATA LOCATION: TYPE OF WORK:09/08/99DIVISION OF HIGHWAYS STATE OF NORTH CAROLINA $$$$$$SYSTIME$$$$$$$$$$$$$$$$$$$$$DGN$$$$$$$$$$$$$$$$$$$$USERNAME$$$$CONTRACT:ARTMEN N ASO H DEPT O F TRA SPORTTIONTATEOFNRTCAR O LI NALETTING DATE: OF TRANSPORATION DEPARTMENTNORTH CAROLINA CORP. LICENSE NO.: C-0275 PH (704) 476-0003 SHELBY, NC 28150 804-C N. LAFAYETTE ST TGS ENGINEERS --- Bryson City, NC 28713 345 Toot Hollow Rd DIVISION 14 =0.188 =0.017 =0.171 TOTAL LENGTH PROJECT 17BP.14.R.210 #550043 LENGTH STRUCTURE PROJECT 17BP.14.R.210 #550043 LENGTH ROADWAY PROJECT 17BP.14.R.210 #550043 T V = = = 6 35 MPH ADT 2018 % * * TTST =3% FUNC CLASS = LOCAL - RURAL 570PROJECT:ENGINEER STRUCTURES ARTMEN N ASO H DEPT O F TRA S PORTTIONTATEOFNRTCAR O LI NAADAM DOCKERY ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr.MARC G. CHEEK, PE STRUCTURE (106 VICINITY MAP LOCATION PROJECT 106 MacDonald Mill Cr eekMiddle Evans Cr eekTessentee Creek ShoalCreekOtto 1636 1635 1635 1633 1110 1114 1115 1118 1653 1684 1634 1635 1727 1632 1109 23 441 23 441 1108 1629 1106 1107 1726 1726 1104 1105 1102 1683 1683 1642 1641 1636 1636 1636 1637 1638 1731 1639 1722 1685 1622 1624 1623 1732 106 1625 1720 Scaly Norton PLANS PREPARED FOR:PLANS PREPARED BY: NCDOT CONTACT: 2018 STANDARD SPECIFICATIONS PROJECT DESIGN ENGINEER SECTION ALONG -L- END BENT 1 END BENT 2 SECTION THROUGH END BENTS ARE TAKEN @ RIGHT ANGLES NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON GENERAL DRAWING REPLACES BR. NO. 0043 SR 1634 AND DEAD END ON SR 1635 BETWEEN FOR BRIDGE OVER MIDDLE CREEK N A D 83/ 2011 OVERTOPPING FLOOD DATA: OVERTOPPING FLOOD ELEVATION FREQUENCY OF OVERTOPPING FLOOD OVERTOPPING DISCHARGE HYDRAULIC DATA: * BASE HIGH WATER ELEVATION FREQUENCY OF BASE DISCHARGE BASE DISCHARGE DRAINAGE AREA DESIGN HIGH WATER ELEVATION FREQUENCY OF DESIGN DISCHARGE DESIGN DISCHARGE LOW CHORD ELEVATION EB1 EB2 ** * SEAL ARE THE AS-BUILT PLANS. I HEREBY CERTIFY THESE PLANS 2085.1' 10 YRS.+/- 1800 CFS TO SR 1634 MI D D L E C R E E K { BRIDGE I.D. STA. 15+96.00-L- (TYP.) 60°00'00" WORK POINT 2 FILL FACE @ END BENT 2 STA. 16+39.80-L- BEGIN FRONT SLOPE STA. 16+51.30-L- END APPROACH SLAB STA. 16+50.50-L- -L- WORK POINT 1 FILL FACE @ END BENT 1 STA. 15+52.20-L- BEGIN FRONT SLOPE STA. 15+42.14-L- BEGIN APPROACH SLAB STA. 15+41.50-L- PLAN PILES NOT SHOWN IN PLAN VIEW FOR CLARITY. 43'-9†"43'-9†" (FILL FACE TO FILL FACE) (TYP.) CLASS II RIP RAP 2087.4' 100 YRS. 3870 CFS 12.9 SQ. MI. 2085.1' 5 YRS. 1400 CFS * *NOTE: DESIGN IMPROVES LEVEL OF SERVICE. WHICH OCCURS AT PROPOSED SAG @ STA. 12+62-L- LOWEST HIGH POINT ON DECK/ROADWAY OVERTOPPING ELEVATION REPRESENTS TO DEAD END EXISTING STRUCTURE S-1 1'-0" EARTH BERM 1'-0" EARTH BERM 1'-0" EARTH BERM 1'-0" EARTH BERM 16+00 16+50 17+0015+5015+00 2,120 2,110 2,100 2,090 2,080 2,070 1'-0"(TYP.)(+)5.8855% PI = 16+04.00 VC = 260' (+)0.6893% VERTICAL GRADE DATA -L- EL = 2087.33' SPAN A FIX. (TYP.) EARTH BERM 1'-0" 1'-7" BERM (TYP.) 1'-6" TO LIMITS OF EXCAVATION UNCLASSIFIED STRUCTURE FIX. FILL FACE @ END BENT 2 STA. 16+39.80-L- G.P. EL. 2090.32 FILL FACE @ END BENT 1 STA. 15+52.20-L- G.P. EL. 2087.58 (TYP.) STEEL PILES HP 12x53 (1.5 : 1 SLOPE) (TYP.) (2'-0" THICK) (TYP.) CLASS II RIP RAP (3/8/18) = 2080.5' ON DATE OF SITE VISIT APPROX. W.S. ELEV. (Q5) EL. 2085.1' (Q100) EL. 2087.4' EXCAVATION STRUCTURE UNCLASSIFIED EL. 2 0 8 8|EL. 2 0 8 7|EL. 2 0 8 5|EL. 2 0 8 5|EL. 2 0 8 1|EL. 2 0 7 9|EL. 2 0 7 9|EL. 2079|EL. 2079|EL. 2084|EL. 2084|EL. 2084|EL. 2084|APPROX. NATURAL GROUND BEGIN FRONT SLOPE STA. 15+42.14-L- G.P. EL. 2087.37 BEGIN FRONT SLOPE STA. 16+51.30-L- G.P. EL. 2090.80 (TYP.) 3'-6" KEY-IN (GRADE TO DRAIN) EXCAVATE TO EL. 2081.0 DRAIN) (GRADE TO EL. 2083.0 EXCAVATE TO 2083.87 (LT.)2086.47 (LT.) EL. 2078.74 EL. 2079.38 EL. 2081.34 EL. 2081.98 18 SHEET 1 OF 4 87'-7‚" = LENGTH OF BRIDGE REVISED PER MARC'S MARK-UPS NMW 1/19 CHECKED BY : DATE : DATE : DRAWN BY : DATE :DESIGN ENGINEER OF RECORD : MGC NMW MGC 8/18 1/19 1/19 ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr.ITEM & DETAIL) (ROADWAY PAY SHORING TEMPORARY FOUNDATION LAYOUTMACON CO. BR #43 NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON GENERAL DRAWING SR 1634 AND DEAD END ON SR 1635 BETWEEN FOR BRIDGE OVER MIDDLE CREEK SHEET 2 OF 4 BRIDGE ID STA. STA. 15+96.00-L- -L- END BENT 1 FOUNDATION LAYOUT PLAN END BENT 2 CENTERLINE OF PILES. ORIENT PILES AS SHOWN. DIMENSIONS LOCATING PILES ARE SHOWN TO THE ALL END BENT PILES ARE HP12x53 STEEL PILES. STEEL PILES { HP 12x53 END BENT 1 FILL FACE @ (TYP.) 60°00'00" STEEL PILES { HP 12x53 W.P. #2 STA. 16+39.80-L- END BENT 2 FILL FACE @ W.P. #1 STA. 15+52.20-L- BRACE PILE BATTER 3:12 9'- 6" 9'- 6" 9'- 6" 9'- 6" 9'- 6" 9'- 6" 9'- 6" 9'- 6" 9• " 8'- 8• " 8'- 8• " 9• " STEEL BRACE PILES { HP 12x53 1'-4•"1'-4•" STEEL BRACE PILES { HP 12x53 S-2 18 FOUNDATION RECOMMENDATION NOTES 129 TONS PER PILE. PILES AT END BENT NO. 1 ARE DESIGNED FOR A FACTORED RESISTANCE OF 215 TONS PER PILE. DRIVE PILES AT END BENT NO. 1 TO A REQUIRED DRIVING RESISTANCE OF 129 TONS PER PILE. PILES AT END BENT NO. 2 ARE DESIGNED FOR A FACTORED RESISTANCE OF 215 TONS PER PILE. DRIVE PILES AT END BENT NO. 2 TO A REQUIRED DRIVING RESISTANCE OF CHECKED BY : DATE : DATE : DRAWN BY : DATE :DESIGN ENGINEER OF RECORD : MGC NMW 9/18 1/19 1/19MGC FOR STEEL PILE POINTS, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS. STEEL H-PILE POINTS ARE REQUIRED FOR STEEL H-PILES AT END BENT NO. 1 FOR STEEL PILE POINTS, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS. STEEL H-PILE POINTS ARE REQUIRED FOR STEEL H-PILES AT END BENT NO. 2 SUBARTICLE 450-3(d)(2) OF THE STANDARD SPECIFICATIONS. RELEASE THE CONTRACTOR FROM PROVIDING EQUIPMENT IN ACCORDANCE WITH PILES AT END BENT NO. 1 AND 2. THIS ESTIMATED ENERGY RANGE DOES NOT THE RANGE OF 20,000 - 30,000 FT-LBS PER BLOW WILL BE REQUIRED TO DRIVE IT HAS BEEN ESTIMATED THAT A HAMMER WITH AN EQUIVALENT RATED ENERGY IN ADDED NOTES PER GEOTECH REPORT. NMW 1/19 FOR PILES, SEE SECTION 450 OF THE STANDARD SPECIFICATIONS.ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr. LOCATION SKETCH NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON MACON CO. #43 GENERAL DRAWING SR 1634 AND DEAD END ON SR 1635 BETWEEN FOR BRIDGE OVER MIDDLE CREEK SHEET 3 OF 4 S-3 18 LOCATION SKETCH PLANS AND SPECIAL PROVISIONS. FOR UTILITY INFORMATION SEE UTILITY WOODS WOODS WOODS WOODS STRUCTURE EXISTING BRIDGE I.D. STA. STA. 15+96.00-L- N A D 83/ 2011 (TYP.) RIP RAP CLASS II PAY ITEM) (ROADWAY RIP RAP CLASS B PAY ITEM) (ROADWAY RIP RAP CLASS B TO DEAD END TO SR 1634 SR 1635 MIDDLE CREEK RD. -L- WW WW MIDDLE CREEK MI D D L E C R E E K & DETAIL) (ROADWAY PAY ITEM GUARDRAIL (TYP.) PROPOSED BENCH MARK #1: NAIL SET IN BASE OF 10" WHITE PINE TREE 74.0' LT. OF STA. 15+96-L- ELEV. = 2092.91' (TYP.) 60°00'00" REVISED PER MARC'S MARK-UPS NMW 9/18 NOTES ASSUMED LIVE LOAD = HL-93 OR ALTERNATE LOADING. FOR EROSION CONTROL MEASURES, SEE EROSION CONTROL PLANS. BRIDGE DESIGN SPECIFICATIONS. THIS BRIDGE HAS BEEN DESIGNED IN ACCORDANCE WITH THE AASHTO LRFD THIS BRIDGE IS LOCATED IN SEISMIC ZONE 1. FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS. WITH ARTICLE 402-2 OF THE STANDARD SPECIFICATIONS. DEMOLITION PLANS FOR REVIEW AND REMOVE THE BRIDGE IN ACCORDANCE PREVENTS DEBRIS FROM FALLING INTO WATER. THE CONTRACTOR SHALL SUBMIT REMOVAL OF THE EXISTING BRIDGE SHALL BE PERFORMED IN A MANNER THAT SCOUR AT BRIDGES". THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH HEC 18, "EVALUATING THE PROJECT SITE. BRIDGE SUBSTRUCTURE SHOWN ON THE PLANS AND THE ACTUAL CONDITIONS AT ADDITIONAL COST INCURRED BASED ON DIFFERENCES BETWEEN THE EXISTING WHATSOEVER AGAINST THE DEPARTMENT OF TRANSPORTATION FOR ANY DELAYS OR CONVENIENCE OF THE CONTRACTOR. THE CONTRACTOR SHALL HAVE NO CLAIM THE BEST INFORMATION AVAILABLE. THIS INFORMATION IS SHOWN FOR THE THE SUBSTRUCTURE OF THE EXISTING BRIDGE INDICATED ON THE PLANS IS FROM ACTIVITIES, SEE SPECIAL PROVISIONS. FOR ASBESTOS ASSESMENT FOR BRIDGE DEMOLITION AND RENOVATION BE REDUCED AS FOUND NECESSARY DURING THE LIFE OF THE PROJECT. DURING CONSTRUCTION OF THE PROPOSED BRIDGE, THE LOAD LIMIT MAY LIMIT. SHOULD THE STRUCTURAL INTEGRITY OF THE BRIDGE DETERIORATE THE EXISTING BRIDGE IS PRESENTLY POSTED BELOW THE LEGAL LOAD END BENTS TIMBER CAPS/POST AND TIMBER SILLS SHALL BE REMOVED. CONSISTING OF 1 SPAN @ 40'-6" TIMBER DECK ON SALVAGED I-BEAMS, AFTER SERVING AS A TEMPORARY STRUCTURE, THE EXISTING STRUCTURE CHECKED BY : DATE : DATE : DRAWN BY : DATE :DESIGN ENGINEER OF RECORD : MGC NMW 9/18 1/19 1/19MGC FOR OTHER DESIGN DATA AND GENERAL NOTES, SEE SHEET SN (S-18). SPECIFICATIONS. FOR UNCLASSIFIED STRUCTURE EXCAVATION, SEE SECTION 412 OF THE STANDARD ENGINEER. THIS WORK WILL BE PAID FOR AT THE CONTRACT LUMP SUM PRICE AT END BENT 2 OF THE CENTERLINE OF THE BRIDGE AS DIRECTED BY THE THE DISTANCE OF 55 FT. (LT.), 30' (RT.) @ END BENT 1 AND 35' (LT.), 35' (RT.) THE MATERIAL SHOWN IN THE CROSS-HATCHED AREA SHALL BE EXCAVATED FOR ASPHALT WEARING SURFACE IS INCLUDED IN ROADWAY QUANTITY ON ROADWAY PLANS. FOR CRANE SAFETY, SEE SPECIAL PROVISIONS. FOR SUBMITTAL OF WORKING DRAWINGS, SEE SPECIAL PROVISIONS. FOR FALSEWORK AND FORMWORK, SEE SPECIAL PROVISIONS.ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr.TRAFFIC, SEE ROADWAY PLANS. CONTROL PLANS. FOR PAY ITEM FOR TEMPORARY SHORING FOR MAINTENANCE OF FOR LIMITS OF TEMPORARY SHORING FOR MAINTENANCE OF TRAFFIC, SEE TRAFFIC INASMUCH AS THE PAINT SYSTEM ON THE EXISTING STRUCTURAL STEEL CONTAINS LEAD, THE CONTRACTOR'S ATTENTION IS DIRECTED TO ARTICLE 107-1 OF THE STANDARD SPECIFICATIONS. ANY COSTS RESULTING FROM COMPLIANCE WITH APPLICABLE STATE OR FEDERAL REGULATIONS PERTAINING TO HANDLING OF MATERIALS CONTAINING LEAD BASED PAINT SHALL BE INCLUDED IN THE BID PRICE FOR "REMOVAL OF EXISTING STRUCTURE AT STATION 15+96.00-L-." McDOWELL CO. #19BILL OF MATERIAL NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON 240.0 GENERAL DRAWING SR 1634 AND DEAD END ON SR 1635 BETWEEN FOR BRIDGE OVER MIDDLE CREEK SHEET 4 OF 4 S-4 TOTAL BILL OF MATERIAL ITEM SUPERSTRUCTURE END BENT 1 END BENT 2 TOTALS LUMP SUM LUMP SUM LUMP SUM LUMP SUM (BRIDGE) CONCRETE CLASS "A" C.Y. EXCAVATION STRUCTURE UNCLASSIFIED SLABS APPROACH BRIDGE ASSESSMENT SBESTOSA LUMP SUM LUMP SUM LUMP SUM LUMP SUM STRUCTURE EXISTING REMOVAL OF (BRIDGE) STEEL REINFORCING LBS. (2'-0" THK.) CLASS II RIP RAP, TONS DRAINAGE FOR GEOTEXTILE BEARINGS ELASTOMERIC NO.LIN. FT. 10 850.00 10 850.00 LUMP SUMS.Y. LUMP SUM LUMP SUM LIN. FT.NO.LIN. FT. 10 5 5 EA. STEEL PILES HP 12 x 53 SETUP FOR EQUIPMENT PILE DRIVING 5 5 10 PILES STEEL HP 12 x 53 EA. 5 5 10 65 170.00 170.00 105 125 115 140 230 255 RAIL BARRIER CONCRETE VERTICAL BOX BEAMS CONCRETE PRESTRESSED 3'-0" x 2'-9" 18 3,686 3,686 26.4 26.4 7,37252.8 EA. TESTING PDA 1 POINTS PILE STEEL 115 180 REVISED PER MARC'S MARK-UPS NMW 1/19 CHECKED BY : DATE : DATE : DRAWN BY : DATE :DESIGN ENGINEER OF RECORD : MGC NMW 9/18 1/19 1/19MGC ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr. MACON CO. BR #43 NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON ASSEMBLED BY : CHECKED BY : DATE : DATE : DRAWN BY : TMG 11/11 CHECKED BY : AAC 11/11 STANDARD (NON-INTERSTATE TRAFFIC) 1 2 3 LRFR SUMMARY LOAD AND RESISTANCE FACTOR RATING (LRFD) SUMMARY FOR PRESTRESSED CONCRETE GIRDERS STRENGTH I LIMIT STATE SERVICE III LIMIT STATE MOMENT SHEAR MOMENT LEVELVEHICLE(TONS) WEIGHT (W) LOAD RATING CONTROLLING (RF)RATING FACTORSMINIMUMTONS = W X RF FACTORS LIVELOADFACTORS (DF)DISTRIBUTIONRATING FACTOR SPANGIRDER LOCATIONSPAN (ft)LEFT END OFDISTANCE FROMFACTORS (DF)DISTRIBUTIONRATING FACTOR SPAN GIRDER LOCATIONSPAN (ft)LEFT END OFDISTANCE FROMFACTORS LIVELOADFACTORS (DF)DISTRIBUTIONRATING FACTORSPANGIRDER LOCATIONSPAN (ft)LEFT END OFDISTANCE FROMCOMMENT NUMBERRATING LOAD DESIGN RATING LOAD LEGAL SVTTSTHL-93(Inv)N/A 1 1.117 --1.75 0.247 1.93 A EL 41.634 0.625 1.12 A EL 8.327 0.80 0.247 1.56 A EL 41.634 HL-93(Opr)N/A --1.448 --1.35 0.247 2.5 A EL 41.634 0.625 1.45 A EL 8.327 N/A ---------- HS-20(Inv)36.000 2 1.448 52.14 1.75 0.247 2.59 A EL 41.634 0.625 1.45 A EL 8.327 0.80 0.247 2.09 A EL 41.634 HS-20(Opr)36.000 --1.877 67.589 1.35 0.247 3.35 A EL 41.634 0.625 1.88 A EL 8.327 N/A ---------- SNSH 13.500 --4.378 59.102 1.4 0.247 7.48 A EL 41.634 0.625 4.38 A EL 8.327 0.80 0.247 4.84 A EL 41.634 SNGARBS2 20.000 --3.091 61.822 1.4 0.247 5.5 A EL 41.634 0.625 3.09 A EL 8.327 0.80 0.247 3.56 A EL 41.634 SNAGRIS2 22.000 --2.861 62.937 1.4 0.247 5.17 A EL 41.634 0.625 2.86 A EL 8.327 0.80 0.247 3.35 A EL 41.634 SNCOTTS3 27.250 --2.183 59.498 1.4 0.247 3.72 A EL 41.634 0.625 2.18 A EL 8.327 0.80 0.247 2.41 A EL 41.634 SNAGGRS4 34.925 --1.797 62.749 1.4 0.247 3.08 A EL 41.634 0.625 1.8 A EL 8.327 0.80 0.247 1.99 A EL 41.634 SNS5A 35.550 --1.812 64.409 1.4 0.247 3.01 A EL 41.634 0.625 1.81 A EL 8.327 0.80 0.247 1.95 A EL 41.634 SNS6A 39.950 --1.647 65.797 1.4 0.247 2.75 A EL 41.634 0.625 1.65 A EL 8.327 0.80 0.247 1.78 A EL 41.634 SNS7B 42.000 --1.61 67.634 1.4 0.247 2.62 A EL 41.634 0.625 1.61 A EL 8.327 0.80 0.247 1.70 A EL 41.634 TNAGRIT3 33.000 --1.965 64.845 1.4 0.247 3.35 A EL 41.634 0.625 1.97 A EL 8.327 0.80 0.247 2.17 A EL 41.634 TNT4A 33.075 --1.922 63.556 1.4 0.247 3.36 A EL 41.634 0.625 1.92 A EL 8.327 0.80 0.247 2.18 A EL 41.634 TNT6A 41.600 --1.701 70.755 1.4 0.247 2.74 A EL 41.634 0.625 1.7 A EL 8.327 0.80 0.247 1.77 A EL 41.634 TNT7A 42.000 --1.67 70.125 1.4 0.247 2.75 A EL 41.634 0.625 1.67 A EL 8.327 0.80 0.247 1.78 A EL 41.634 TNT7B 42.000 --1.578 66.274 1.4 0.247 2.83 A EL 41.634 0.625 1.58 A EL 8.327 0.80 0.247 1.83 A EL 41.634 TNAGRIT4 43.000 --1.53 65.773 1.4 0.247 2.7 A EL 41.634 0.625 1.53 A EL 8.327 0.80 0.247 1.75 A EL 41.634 TNAGT5A 45.000 --1.511 68.008 1.4 0.247 2.55 A EL 41.634 0.625 1.51 A EL 8.327 0.80 0.247 1.65 A EL 41.634 TNAGT5B 45.000 3 1.456 65.508 1.4 0.247 2.52 A EL 41.634 0.625 1.46 A EL 8.327 0.80 0.247 1.63 A EL 41.634 LIMIT STATE STRENGTH I DC 1.25 1.00 1.50 1.00 DWgg SERVICE III NOTES: COMMENTS: 1. 2. 3. 4. # 1 2 3 * * SEE CHART FOR VEHICLE TYPE LEGAL LOAD RATING * * CONTROLLING LOAD RATING LOAD FACTORS: I EL ER - INTERIOR GIRDER - EXTERIOR LEFT GIRDER - EXTERIOR RIGHT GIRDER GIRDER LOCATION DESIGN LOAD RATING (HL-93) DESIGN LOAD RATING (HS-20) DESIGN LOAD RATING FACTORS REQUIRED FOR DESIGN. ALLOWABLE STRESSES FOR SERVICE III LIMIT STATE ARE AS SERVICE III LIMIT STATES. MINIMUM RATING FACTORS ARE BASED ON THE STRENGTH I AND 60° SKEW 85' BOX BEAM UNIT LRFR SUMMARY FOR S-5 NMW 9/18 MGC 120.00 FOR SPAN `A' 18 1/19 ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr.STD. NO. 33LRFR1_60S_85L 33 BOX BEAM SUPERSTRUCTUREMACON CO. #43 HALF SECTION THROUGH VOIDS HALF SECTION AT INTERMEDIATE DIAPHRAGMS NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON TYPICAL SECTION ``VERTICAL CONCRETE BARRIER RAIL SECTION'' DETAIL. THE PROFILE OF THE GUTTERLINE. FOR RAIL HEIGHT DETAILS AND ASPHALT THICKNESS, SEE THE BARRIER RAIL AND ASPHALT THICKNESS VARIES WHILE THE TOP OF THE BARRIER RAIL FOLLOWS THE MAXIMUM BARRIER RAIL HEIGHT AND ASPHALT THICKNESS IS SHOWN. THE HEIGHT OF THE * SECTION AT END BENT SHEET FOR DETAILS APPROACH SLAB'' SEE ``BRIDGE 9''2'-3''1'-0''1'-3''(SEE NOTES) 2•'' • DOWEL HOLES & #8 DOWELS À BEARING SHEETS FOR DETAILS SEE ``END BENT'' PREVENT BOND. ROOFING FELT TO 2 LAYERS OF 30 LB. BEARING PAD ELASTOMERIC VOID BOX BEAM SURFACE WEARING ASPHALT 1•" 2" ~ BACKER ROD OPENING 4"THREADED INSERT DETAIL BY CONTRACTOR. DETERMINED RECESSED …". SIZE TO BE EXTERIOR UNIT AND CAST IN OUTSIDE FACE OF PERMITTED THREADED INSERT MAA/TMGREV. 8/14 CHECKED BY : DATE : DATE : ASSEMBLED BY : DRAWN BY : DGE 8/11 CHECKED BY : TMG 11/11 INCLUDED IN THE PRICE BID FOR THE PRECAST UNITS. THE COST OF THE PERMITTED THREADED INSERTS SHALL BE CONTRACTOR IMMEDIATELY FOLLOWING REMOVAL OF THE FALSEWORK. THE PERMITTED THREADED INSERTS SHALL BE GROUTED BY THE MAY BE USED AS AN ALTERNATE. STANDARD SPECIFICATIONS. STAINLESS STEEL THREADED INSERTS AND GALVANIZED IN ACCORDANCE WITH SECTION 1076 OF THE SHALL BE SIZED BY THE CONTRACTOR, SPACED AT 4'-0" CENTERS THE PERMITTED THREADED INSERTS IN THE EXTERIOR UNITS DURING CONSTRUCTION. FOR THE CONTRACTOR TO ATTACH FALSEWORK AND FORMWORK THE PERMITTED THREADED INSERTS ARE DETAILED AS AN OPTION FOR GROUT FOR STRUCTURES, SEE SPECIAL PROVISIONS. TRANSVERSE REINFORCING STEEL. WHERE NECESSARY TO CLEAR PRESTRESSING STRANDS OR THE LOCATION OF THE VOID DRAINS MAY BE SHIFTED SLIGHTLY THOSE SEGMENTS LESS THAN 10 FEET IN LENGTH. IN LENGTH AND NO CONTRACTION JOINTS ARE REQUIRED FOR AT MIDPOINT OF BARRIER RAIL SEGMENTS LESS THAN 20 FEET EXPANSION JOINTS. ONLY ONE CONTRACTION JOINT IS REQUIRED LOCATED AT EACH THIRD POINT BETWEEN BARRIER RAIL SPECIFICATIONS. A VERTICAL CONTRACTION JOINT SHALL BE IN ACCORDANCE WITH ARTICLE 825-10(B) OF THE STANDARD BE TOOLED IN ALL EXPOSED FACES OF THE BARRIER RAIL AND VERTICAL GROOVED CONTRACTION JOINTS, •'' IN DEPTH, SHALL APPLY EPOXY PROTECTIVE COATING TO BOX BEAM UNIT ENDS. BEAM UNIT ENDS. PRESTRESSING STRANDS SHALL BE CUT FLUSH WITH THE BOX SHALL BE EPOXY COATED. ALL REINFORCING STEEL IN VERTICAL CONCRETE BARRIER RAILS A COMPRESSIVE STRENGTH OF NOT LESS THAN 6000 PSI. BEAM UNIT SHALL BE DONE WHEN THE CONCRETE HAS REACHED THE TRANSFER OF LOAD FROM THE ANCHORAGES TO THE BOX SPECIFICATIONS. TYPE M BOND BREAKER. SEE SECTION 1028 OF THE STANDARD THE BACKER RODS SHALL CONFORM TO THE REQUIREMENTS OF SHALL BE FILLED WITH NON-SHRINK GROUT. THE 2•" ~ DOWEL HOLES AT FIXED ENDS OF BOX BEAM SECTIONS THE TENSIONING OF THE STRANDS. RECESSES FOR TRANSVERSE STRANDS SHALL BE GROUTED AFTER IS NOT ALLOWED. FLAME CUTTING OF THE TRANSVERSE POST-TENSIONING STRAND PRICE BID FOR PRESTRESSED CONCRETE BOX BEAMS. SHALL BE GRADE 60 AND SHALL BE INCLUDED IN THE UNIT ALL REINFORCING STEEL CAST WITH THE BOX BEAM SECTIONS ACCORDANCE WITH THE STANDARD SPECIFICATIONS. EXCEPT FOR SAMPLING REQUIREMENTS WHICH SHALL BE IN GRADE 270 STRANDS AND SHALL CONFORM TO AASHTO M203 ALL PRESTRESSING STRANDS SHALL BE 7-WIRE LOW RELAXATION BOX BEAM UNIT PRESTRESSED CONCRETE 3'-0" X 2'-9" STANDARD FIXED END SHEET 1 OF 5 NMW MGC 9/18 S-6 18 REVISED PER MARC'S MARK-UPS NMW 1/19 1/19 STD. NO. STD.33PCBB1_30ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr.2'-9"15'-0"15'-0" FINAL TENSIONING OF TRANSVERSE STRANDS ALL ERECTION HAS BEEN COMPLETED AND AFTER SHEAR KEYS TO BE FILLED WITH GROUT AFTER GRADE POINT -L- 0.02 3'-0" 0.02 10 PRESTRESSED CONCRETE BOX BEAM UNITS = 30'-0"(TYP.)(SEE ROADWAY PLANS) ASPHALT WEARING SURFACE (TYP.) CONST. JT. (TYP.) CONCRETE BARRIER RAIL SECTION'' FOR DETAILS SEE ``VERTICAL VERTICAL CONCRETE BARRIER RAIL (TYP.) POST-TENSIONING STRANDS L.R. TRANSVERSE 2•" ~ HOLES FOR 0.6" ~ 3'-11" EB24'-0•" EB1* 5" @ { BRG. @ EB2 6•" @ { BRG. EB1 9" @ { BRG. 6•" @ { BRG. @ EB2 5" @ { BRG. EB1 4'-0•" EB23'-11" EB1* 1"1"1'-0"1'-0"27'-10" (CLEAR ROADWAY) 13'-11"13'-11" 30'-0" NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON 1'-4" 6" 2'-5" 85'-0" BOX BEAM UNIT LENGTH (TYP.) MAT'L. IN RAIL { •'' EXP. JT. GUTTERLINE10 PRESTRESSED CONCRETE BOX BEAM UNITS = 30'-0"1'-0"BARRIER RAIL (TYP.)VERTICAL CONCRETE1"(TYP.)27'-10" (CLEAR ROADWAY)FIX.FIX. -L- 9" TO { BRG. (TYP.)STRANDS (TYP.) L. R. TRANSVERSE POST-TENSIONING { 2•" ~ HOLES FOR 0.6" ~ 5•"5•" 6" BOX BEAM UNIT) VOID (TYP. EA. 2'-2" X 1'-9•"11" #5 S6 & #5 S5 #5 S6 & #5 S5 (TYP.) MAT'L. IN RAIL { •'' EXP. JT. (TYP.) 60°-00'-00" (TYP.)(TYP.)(TYP.) PLAN OF UNIT 3'-5" (TYP.) SPLICE VIEW FOR LOCATION) (TYP.) (2'-2" SPLICE) (SEE BOX BEAM SECTION 6-#5 B3 IN BOX BEAM (2 BAR RUNS) GUTTERLINE CONCRETE BARRIER RAIL) 7-#5 S6 @ 6" CTS. (TYP. EA. VERTICAL CONCRETE BARRIER RAIL) 7-#5 S6 @ 6" CTS. (TYP. EA. VERTICAL EA. EXTERIOR BOX BEAM UNIT) CONCRETE BARRIER RAIL AND 7-#5 S5 @ 6" CTS. (TYP. EA. VERTICAL 100-#5 S5 @ 9" CTS. (TYP. EA. VERTICAL CONCRETE BARRIER RAIL AND EA. EXTERIOR BOX BEAM UNIT) EA. EXTERIOR BOX BEAM UNIT) CONCRETE BARRIER RAIL AND 7-#5 S5 @ 6" CTS. (TYP. EA. VERTICAL 100-#5 S6 @ 9" CTS. (TYP. EA. VERTICAL CONCRETE BARRIER RAIL) 8'-0"23'-0"23'-0"23'-0"8'-0" 1'-4"2'-5" BARRIER RAIL (2 BAR RUNS) (TYP.) 12-#5 B9 IN VERTICAL CONCRETE BARRIER RAIL (2 BAR RUNS) (TYP.) 12-#5 B9 IN VERTICAL CONCRETE 28'-6"28'-6"28'-0" 85'-0" 21'-11Š" 23'-0"23'-0"23'-0"8'-0" 5'-2ƒ" 8'-0" BOX BEAM UNIT) VOID (TYP. EA. 2'-2" X 1'-9•" (TYP.) TRANSVERSE POST-TENSIONING STRANDS { 2•" ~ HOLES FOR 0.6" ~ L. R. (TYP.) VOIDS 2'-0"5'-2ƒ"21'-11Š"21'-11Š" 5•" (TYP.)5•" (TYP.)9‚" 3‹" (TYP.) (TYP.)11" (TYP.) DIAPHRAGM AND VOID LAYOUT 2'-0" CHECKED BY : DATE : DATE : ASSEMBLED BY : DRAWN BY : DGE 8/11 CHECKED BY : TMG 11/11 REV. 8/14 MAA/TMG 2'-5Ž" 27'-10" CLEAR ROADWAY PLAN OF 85' UNIT 60° SKEW 2'-6"2'-6" SHEET 2 OF 5 S-7 NMW MGC 9/18 (SIZE AND TYPE TO BE DETERMINED BY CONTRACTOR) 18 21 OPTIONAL THREADED INSERTS SPACED @ 4'-0" CTS. (EACH EXTERIOR BOX BEAM) STD.NO.33PCBB_30_60S_85L 1/19 ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr. NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON SHEET 3 OF 5 S-8 3" 4" 5-#4 A2 7" 7" DOWEL HOLES { OF 2•'' ~ END ELEVATION STRAND LAYOUT NOT SHOWN.) SECTION SIMILAR EXCEPT SHEAR KEY LOCATION. (INTERIOR BOX BEAM SECTION SHOWN-EXTERIOR AND LOCATION OF DOWEL HOLES. SHOWING PLACEMENT OF #5 & #4 ``A'' BARS INTERIOR BOX BEAM SECTION (STRAND LAYOUT NOT SHOWN) STRAND LAYOUT 0.6" ~ LOW RELAXATION 2•" CL. CHAMFER (TYP.) 3" X 3" 1'-9•" 2'-2" 3" 3" 5" 6" 2'-9" 5•" 1" CL. #4 S2 #4 S4 #4 S1 3'-0" #4 S3 3•"1'-0"1'-0"1•" CL.CL.1‚"5" 2" CL. 5"5" SHEAR KEY DETAIL NOTE: OMIT SHEAR KEY ON OUTSIDE FACE …'' ƒ''ƒ''6''6''…''OF EXTERIOR BOX BEAMS. 8" 6" 6" 8" 4" 5-#5 A1 4"@ EQUAL SPACES3" 3"6" #4 S1, S2 & S3 DETAIL ``B'' @ 6" MAX. CTS. ``B'' BARS AND ``A'' BARS NOT SHOWN. SIMILAR EXCEPT OMIT #5 S5 BARS. EXTERIOR UNIT SHOWN, INTERIOR UNIT CHAMFER DETAIL 6" CHAMFER SHOWING 6" VOID CHAMFER VOID @ 3" MIN. CTS. #4 ``S'' BARS EXTERIOR BOX BEAM SECTION (STRAND LAYOUT NOT SHOWN) 1'-9•" 2'-2" 5" 6"2'-9" 5•" 1" CL. #4 S2 #4 S4 #4 S1 #4 S3 5" 2" CL. CHAMFER (TYP.) 3" X 3" 3'-0" 3…" CL. #5 S5 1‚" CL. #4 S12 2" CL. #4 S13 (TYP.) #4 S11 END VIEW 4‚" 1•"CL.11 SPACES 4'-3" 114-#5 S5 SEE ``PLAN OF1'-4" UNIT'' FOR SPACING (SHOWING #4 ``S'' BARS IN END OF BEAM) #5 B3 #5 B3 #5 B3 #5 B3 #5 B3 #5 B3 #5 B3#5 B3 5'-11ƒ" TYPICAL STRAND LOCATION DEBONDING LEGEND 30( STRANDS REQUIRED) FULLY BONDED STRANDS STRANDS DEBONDED FOR 4'-0" FROM END OF GIRDER STRANDS DEBONDED FOR 12'-0" FROM END OF GIRDER ARTICLE 1078-7. BOX BEAM. SEE STANDARD SPECIFICATIONS THE SPECIFIED LENGTH FROM EACH END OF THE BOND SHALL BE BROKEN ON STRANDS AS SHOWN FOR 2'-2" 3" 2" 3" 9 SPA. @4''4''2''2''1'-9•"2 SPA @ 2'' CTS.2'-0"3"3" 2'' CTS. 3" ( SQUARE INCHES ) AREA ( LBS. PER STRAND ) ULTIMATE STRENGTH ( LBS. PER STRAND ) APPLIED PRESTRESS 0.217 58,600 0.6" • L.R. GRADE 270 STRANDS 43,950 BAR TYPES ALL BAR DIMENSIONS ARE OUT TO OUT BAR NUMBER SIZE TYPE WEIGHT WEIGHTLENGTH INTERIOR UNITEXTERIOR UNIT LENGTH S1 S2 S5* REINFORCING STEEL LBS. LBS. CU. YDS. No. STR 3 3 #4 #4 #4 BILL OF MATERIAL FOR ONE BOX BEAM SECTION A1 A2 S3 S4 #5 5 0.6" • L.R. STRANDS #4 #4 4 3 #4 #4 #4 S11 S12 S13 2 10 #5 * EPOXY COATED REINF. STEEL LBS. CU. YDS. No. 1 6'-8"6'-8" 4'-10"4'-10" 7'-6"7'-6" 5'-8"5'-8" 5'-10"5'-10" ---- 1'-6" 1'-6"1'-6"2'-8" 1'-2" TYP. 4TYP.2 3'-6" 10" 1 TOP OF UNIT THIS LEG AT 2'-4"TYP. 2'-8" 3 1'-6"3"3"4"1'-1"6"6" #52'-5"70 70 7 7 7S1S2S3 2'-5" 7 1'-6"1'-1"2'-5"S11S12S134'-10"4'-10" 3'-11"3'-11" 3'-6"3'-6" K1 K2 6#4 #4 6'-2"6'-2" STR 6 4•"4•"2'-4"9" 1'-0" 5 7" 32 75 8432 32 75 84 1'-5•" 34 5'-11"134 5'-11"134 B3 12 543 543 12 49 49 8 2'-10"15 2'-10"15 62 311 311 62 235 235 111 358 358 49 191 191 114 2168 2168 15.2 15.0 30 30 8000 P.S.I. CONCRETE 43'-5"43'-5"2'-11"103 103 VOID #4 S3 & S4 VOID #4 S3 & S4 7"#5 A1 6" 1•" CL. 7"#5 A1 6" 2'-0" 4'-3" 4'-3" 2'-0"#4 S1, S2 & S3 (SEE DETAIL ``B'') (SEE DETAIL ``B'') 5-#4 A2 5-#4 A2 1•" CL. DOWEL HOLES À 2•" • 3" 3"9" DOWEL HOLES À 2•" • 3" 3" 9"3'-0"DOWEL HOLE { 2•" ~ 9"9"4"4"5-#5 A1(TYP. EA. END)#4 S1, S2 & S3 50-#4 S1 & S2 @ 1'-6'' CTS. 49-#4 S4 @ 1'-6'' CTS. 99-#4 S3 @ 9" CTS. PLAN OF BOX BEAM { BOX BEAM (TYP.)(TYP.)11 SPACES @ 6" MAX. CTS. @ 3" MIN. CTS. @ 3" MIN. CTS. 11 SPACES @ 6" MAX. CTS. #4 S11, S12 & S13 (IN PAIRS)#4 S11, S12 & S13 (IN PAIRS) #4 ``S'' BARS #4 ``S'' BARS (TYP.) 60°-00'-00" 7†"7†" 1'-4"2'-5"114-#5 S5 IN VERTICAL CONCRETE BARRIER RAIL AND EXTERIOR BOX BEAM UNIT (SEE PLAN OF UNIT FOR DETAILS) #5 B3 #5 B3 #5 B3 #5 B3 5'-11ƒ" FOR REINFORCING STEEL IN DIAPHRAGMS, SEE ``DOUBLE DIAPHRAGM DETAILS''. FOR THREADED INSERTS, SEE ``THREADED INSERT DETAIL''. FOR LOCATION OF DIAPHRAGMS, SEE ``PLAN OF UNIT''. EXTERIOR UNIT SHOWN, INTERIOR UNIT SIMILAR EXCEPT OMIT #5 S5 BARS. CHECKED BY : ASSEMBLED BY : DRAWN BY : DGE 11/11 CHECKED BY : TMG 11/11 REV. 4/15 DATE : DATE : MAA/TMG 85'-0" S13 (IN PAIRS) #4 S11, S12 & STANDARD BOX BEAM UNIT PRESTRESSED CONCRETE 3'-0" X 2'-9" NMW MGC 9/18 181'-5"1'-9•"2'-6•"5'-11"704 704 1/19 STD. NO. 33PCBB4_60S_85LENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr. NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF 15+96.00-L- Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON PART SECTION AT RECESS 5•" DETAIL ``C'' SEE DETAIL ``C'' 8"1'-0"NON-SHRINK GROUT FILL RECESS WITH SECTION A-A 1'-0"9"10"7"8"#4 A2 2•" CL.1'-1"1'-1"7" 8" 2•" CL.#4 K2 { DIAPHRAGM 2•" CL.1'-0"SIDE) (EACH #4 A2 9" 7" 7"10"1'-1"#4 K1 SECTION D-D (TYP.) 1" CL. 5•"5•" 11" VOIDS NOT SHOWN 2-#4 K2 5"5"1'-1•" X 5•"(TYP.) STRAND VISE 1'-2" X 6"(TYP.) 5" X 5" X †" } 1" MIN. CL. (TYP.) 5•" SHOWING PLAN VIEW OF GROUTED RECESS 8" 1'-0"1'-1"VIEW Y-Y SHOWING ELEVATION VIEW OF GROUTED RECESS 5•" 6" 1'-1•" 1'-2"STRAND (TYP.) POST-TENSIONING FOR 0.6" ~ 2•" ~ HOLE X X OF EXTERIOR BOX BEAM END OF POST-TENSIONED STRANDS GROUTED RECESS DETAIL AT DOUBLE DIAPHRAGM DETAILS 2•" ~ HOLE) #4 K1 (CENTER ABOUT STRAND POST-TENSIONING 2•" ~ HOLE FOR 0.6" ~ 3-#4 A2 #4 K2 #4 K2 3-#4 A2 PLAN A A D D 11"5•" 5•"8"8"3-#4 K110"10"NON-SHRINK GROUT FILL RECESS WITH 5•" ‚" ‚" EXTERIOR BOX BEAM OUTSIDE FACE OF Y Y VISE STRAND 5" X 5" X †" } SECTION X-X STRAND POST-TENSIONING { 0.6" ~ L.R. TRANSVERSE 1"6"5•"9‚"3‹" (TYP.)(TYP.) STRAND (TYP.) POST-TENSIONING 0.6" ~ L.R. TRANSVERSE STRANDS POST-TENSIONING { 2•" ~ HOLES FOR STRAND POST-TENSIONING 0.6" ~ L.R. TRANSVERSE { 2•" ~ HOLE FOR #4 ``S'' BARS NOT SHOWN. #4 ``S'' BARS MAY BE SHIFTED SLIGHTLY TO CLEAR 2•" ~ HOLE. (DIMENSIONS SHOWN ARE TYPICAL FOR EACH VOID) SECTION B-B VOID DRAIN DETAILS 10"10" DRAIN { VOID PART PLAN10"10"(TYP.)(TYP.)DIAPHRAGM VOID B B DRAIN { 1" ~ VOID DRAIN { 1" ~ VOID (TYP.) DRAIN VOID VOID VOID DRAIN { 1" ~ 6"6" 6"6" FINAL CAMBER DEAD LOAD DEFLECTION AND CAMBER CAMBER ( SLAB ALONE IN PLACE ) SUPERIMPOSED DEAD LOAD DEFLECTION DUE TO ** INCLUDES FUTURE WEARING SURFACE ** STRAND 0.6" • L.R. 3'-0" x 2'-9" 2ƒ" ƒ" 85' BOX BEAM UNIT CHECKED BY : DATE : DATE : ASSEMBLED BY : DRAWN BY : DGE 11/11 CHECKED BY : TMG 11/11 REV. 8/14 MAA/TMG STANDARD BOX BEAM UNIT PRESTRESSED CONCRETE 3'-0" X 2'-9" NMW MGC 9/18 SHEET 4 OF 5 S-9 18 STD.NO.33PCBB5_60S 1ƒ" 1/19 ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr. EXTERIOR B.B. TOTAL LENGTH LENGTH TOTAL 2 85'-0"170'-0" 8 85'-0"680'-0" 10 850'-0" BOX BEAM UNITS REQUIRED INTERIOR B.B. NUMBER BAR SIZE TYPE LENGTH WEIGHT CLASS AA CONCRETE LBS. CU.YDS. * EPOXY COATED REINFORCING STEEL *#5 *#5 STR LN. FT. BARS PER PAIR OF EXTERIOR UNITS BILL OF MATERIAL FOR VERTICAL CONCRETE BARRIER RAIL TOTAL VERTICAL CONCRETE BARRIER RAIL 85' UNIT 228 7'-2"1704S6 B9 1 144 22.0 85' UNITS @ MID-SPAN ASPHALT OVERLAY THICKNESS @ MID-SPAN RAIL HEIGHT GUTTERLINE ASPHALT THICKNESS & RAIL HEIGHT NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF 15+96.00-L- Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON À BEARING PAD À 1‚'' • HOLES 4•"3Ž"4•"2'-9"9"3Ž"1"2'-1…"- TYPE II - BEARING PAD FIXED END ELASTOMERIC BEARING DETAILS ELASTOMER IN ALL BEARINGS SHALL BE 60 DUROMETER HARDNESS. 1" 2" CL. 3…" SECTION THRU RAIL@ { BRG.@ MIDSPANRAIL HEIGHT'' TABLE)ASPHALT THICKNESS &VARIES (SEE ``GUTTERLINEVERTICAL CONCRETE BARRIER RAIL DETAILS3'-6"SLOPED FACE2" (TYP.)VARIESFACEVERTICAL1'-0" 10"1"1" 10" 1'-0" 1"1" CONST. JT. 2'-0" 6" SIDE VIEWEND VIEW ``B'' BARS FIELD BEND 6" CTS. & S6 @ #5 S5 4-#5 S5 #5 S5 & S6 (TYP.) #5 S5 #5 S6 FIELD CUT #5 S6 #5 S6 CUT FIELD FIELD CUT 6" CTS. & S6 @ END OF RAIL DETAILS CHAMFER CHAMFER ƒ" ƒ" CONST. JT. S S WHEN SLIP FORM IS USED) (NOTE: OMIT EXP. JT. MAT'L. PLACE WITH GALVANIZED NAILS. À •" EXP. JT. MAT'L HELD IN ELEVATION AT EXPANSION JOINTS SECTION S-S 6"2•" 2" 2•" 2•" WHEN SLIP FORM IS USED) (THIS IS TO BE USED ONLY AT DAM IN OPEN JOINT #5 S5 #5 S6 3-#5 S5 #5 ``B'' BARS6"3"12-#5 ``B'' BARS10•"8"8"10"10"6"BAR TYPE BAR DIMENSIONS ARE OUT TO OUT3'-4"6" 7ƒ" 1 BOX BEAM UNIT PRESTRESSED CONCRETE 3'-0" X 2'-9" CHECKED BY : DATE : DATE : ASSEMBLED BY : DRAWN BY : DGE 10/11 CHECKED BY : TMG 11/11 MAA/THCREV. 5/18 SHEET 5 OF 5 S-10 NMW MGC 9/18 ( TYPE II - 20 REQ' D ) 18 STD. NO. 33PCBB8_60&120SVARIES (SEE TYPICAL SECTION)1'-5"1/19 3'-7ƒ" 16'-1"2416 4120 170.00 ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr.1ƒ" NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON * LOCATION OF GUARDRAIL ATTACHMENT SKETCH SHOWING POINTS OF ATTACHMENT * ** * @ EB 1 BOX BEAM BEGIN CHECKED BY : DATE : DATE : ASSEMBLED BY : DRAWN BY : MAA 5/10 CHECKED BY : GM 5/10 REV. 1/15 MAA/TMG REV. 12/17 MAA/THC REV. 5/18 MAA/THC NMW 9/18 MGC STANDARD S-11 CONCRETE BARRIER RAIL DETAILS FOR VERTICAL GUARDRAIL ANCHORAGE @ EB 2 BOX BEAM END PLAN À GUARDRAIL ANCHOR ASSEMBLY 1'-6"À 1ˆ" ~ HOLES (TYP.) ‚" HOLD-DOWN }3•"3Ž"3Ž"3•"11" 4"4" ANCHOR ASSEMBLY À GUARDRAIL E E FOR LOCATION OF GUARDRAIL ANCHOR ANCHOR ASSEMBLY À GUARDRAIL FINISH GRADE ASSEMBLY, SEE ``PLAN'' BELOW ELEVATION1'-9"4" 4" TO THE SATISFACTION OF THE ENGINEER. WILL NOT BE PERMITTED. ANY CONCRETE DAMAGED BY THIS WORK SHALL BE REPAIRED THE 1 ‚'' ~ HOLES SHALL BE FORMED OR DRILLED WITH A CORE BIT. IMPACT TOOLS CONCRETE BARRIER RAIL TO CLEAR ASSEMBLY BOLTS. THE VERTICAL REINFORCING BARS MAY BE SHIFTED SLIGHTLY IN THE VERTICAL CONTRACT PRICE BID FOR VERTICAL CONCRETE BARRIER RAIL. THE COST OF THE GUARDRAIL ANCHOR ASSEMBLY SHALL BE INCLUDED IN THE UNIT SHARP POINTED TOOL. AFTER INSTALLATION, THE EXPOSED THREAD OF THE BOLT SHALL BE BURRED WITH A ATTACHMENT, SEE SKETCH. GUARDRAIL IS TO BE ATTACHED TO THE END OF BARRIER RAIL. FOR POINTS OF THE GUARDRAIL ANCHOR ASSEMBLY IS REQUIRED AT ALL POINTS WHERE APPROACH THE ENGINEER.) REQUIREMENTS OF ASTM A307. THE USE OF THIS ALTERNATE SHALL BE APPROVED BY NUTS AND WASHERS. THEY SHALL CONFORM TO OR EXCEED THE MECHANICAL AND WASHERS MAY BE USED AS AN ALTERNATE FOR THE ‡'' ~ GALVANIZED BOLTS, BE GALVANIZED. (AT THE CONTRACTOR'S OPTION, STAINLESS STEEL BOLTS, NUTS CONFORM TO THE REQUIREMENTS OF AASHTO M291. BOLTS, NUTS AND WASHERS SHALL BOLTS SHALL CONFORM TO THE REQUIREMENTS OF ASTM A307 AND NUTS SHALL WITH AASHTO M111. FABRICATION, THE HOLD-DOWN PLATE SHALL BE HOT-DIP GALVANIZED IN ACCORDANCE THE HOLD-DOWN PLATE SHALL CONFORM TO AASHTO M270 GRADE 36. AFTER 7 - ‡'' ~ BOLTS WITH NUTS AND WASHERS. THE GUARDRAIL ANCHOR ASSEMBLY SHALL CONSIST OF A ‚'' HOLD DOWN PLATE AND NOTES GUARDRAIL ANCHOR ASSEMBLY DETAILS SECTION E-E END BENT #1 SHOWN, END BENT #2 SIMILAR. PLAN ANCHORS FOR GUARDRAIL LOCATION OF ASSEMBLY ANCHOR À GUARDRAIL WASHERS (TYP.) WITH ROUND { ‡" ~ X 1'-2" BOLT 3•"3Ž"3Ž"3•"‚" HOLD-DOWN }1'-9"1'-10" 4" 4" ANCHOR ASSEMBLY { GUARDRAIL 4" 4" 1'-10" ANCHOR ASSEMBLY { GUARDRAIL (TYP.) 1‚" ~ HOLE UNIT BOX BEAM END OF 18 UNIT BOX BEAM END OF STD. NO. GRA3 1/19 REVISED PER MARC'S MARK-UPS NMW 1/19 ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr. NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF 15+96.00-L- Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON 27.4287 END BENT No. 1 SUBSTRUCTURE ELEVATION DATE : DATE : 60°-00'-00" W1 41'-8" (TYP.) 1'- 3" 16'-11‚" 9'-6" { HP 12 X 53 STEEL PILES 1 2 9'-6"9'-6" 3 5 9'-6" (TYP.) 9" (TYP.) 9"13-#4 S1 & S2 3" HIGH BEAM BOLSTER(TYP.)FILL FACE 8'-8•"9•" @ 8" CTS. (TYP. EACH BAY) (TYP.) 9" (TYP. EA. END) #4 S1 & S2 22'-5"19'-3" 2'-8•"1'-0"@ 5'-0" CTS. SEE ``CORROSION PROTECTION FOR STEEL PILES DETAIL'', SHEET 4 OF 4. CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY. FOR SECTION A-A, SEE SHEET 4 OF 4. WINGS NOT SHOWN FOR CLARITY. 1 2 3 4 5 ELEVATIONS TOP OF PILE W.P. -L-1'-9"2'-9"6'-6„"2'-0‚"BOTTOM OF CAP & WING POUR #1 CAP, LOWER PART OF WINGS & CONCRETE COLLARS 4'-0"(MIN.)A A 4-#4 S3 (TYP. EA. PILE) OVER PILES @ 4'-0" CTS. #4 B3 UNDER #4 B2 (11 REQ'D) 2'-0" MIN. EMBEDMENT (TYP.) 4 NOTES FOR WING DETAILS, SEE SHEET 3 OF 4. FOR PILE SPLICE DETAILS, SEE SHEET 4 OF 4. CAST IF SLIP FORMING IS USED. VERTICAL CONCRETE BARRIER RAIL IS THE WING SHALL BE POURED AFTER THE THE CONCRETE IN THE SHADED AREA OF NECESSARY TO CLEAR DOWELS. STIRRUPS IN CAP MAY BE SHIFTED AS 1'-9"2'-9"5•"5•"CHAMFERCHAMFER2'-0‚"W2 1'- 0"(TYP.) 2'-8Ž" 6'-6„"11'-3Š"9'-6Š"13'-0‚"11'-0"9'-6Š"11'-3Š"13'-0‚"11'-0"1'-10•"& DOWELSTO { BRG. 1'-4•" TO{ PILESBACKWALL1'-0"(TYP.) 2'-1…"1'-4‰" (TYP.) 4‡" 1'-8•" 1" EXP. JT. MAT'L. (TYP) SEE DETAIL ``A'' (SHEET 4 OF 4) #4 K1 (TYP.) (LEVEL) TOP OF WING TOP OF WING (LEVEL) CONST. JT. (TYP.) 6" 6" PLAN (2'-5" MIN. SPLICE) (2 BAR RUNS) #4 B2 (EACH FACE) (2'-5" MIN. SPLICE) (2 BAR RUNS) (OVER PILES) 4-#4 B2 4-#9 B1 WORKLINE { HP 12 X 53 STEEL BRACE PILES (2'-5" MIN. SPLICE) (2 BAR RUNS) #4 K2 (EACH FACE) 17-#4 V2 @ 1'-0" CTS. (EA. FACE)17-#4 V2 @ 1'-0" CTS. (EA. FACE) 17-#4 U1 @ 1'-0" CTS.17-#4 U1 @ 1'-0" CTS. & BACKWALL OF WINGS UPPER PART POUR #2 REV. 4/15 MAA/TMG 16'-11‚" ASSEMBLED BY : CHECKED BY : DRAWN BY : WJH 12/11 CHECKED BY : AAC 12/11 SHEET 1 OF 4 NMW MGC 9/18 S-12 EL. 2087.24 EL. 2085.43 EL. 2083.74 EL. 2079.74 EL. 2086.08 EL. 2084.06 0.0154 SLOPE EL. 2086.05 EL. 2087.88 EL. 2084.38 & WING BOTTOM OF CAP EL. 2080.38 2081.78 2081.93 2082.07 2082.22 2082.36 18 REVISED PER MARC'S MARK-UPS NMW 1/19 STD. NO. EB_30_60S4_33BB 1/19 ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr. NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF 15+96.00-L- Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON 27.4287 41'-8" (TYP.) 1'- 3" 16'-11‚"16'-11‚" PLAN 60°-00'-00" 22'-5"19'-3" 2'-8•" W.P. -L- FILL FACE W1 1'-9"2'-9"6'-6„"2'-0‚"1'-9"2'-9"5•"CHAMFER2'-0‚"W2 1'- 0"(TYP.) 2'-8Ž" 6'-6„"5•"CHAMFER11'-3Š"9'-6Š"13'-0‚"11'-0"9'-6Š"11'-3Š"13'-0‚"11'-0"MAT'L. (TYP.) 1" EXP. JT.1'-10•"& DOWELSTO { BRG. { PILES1'-4•" TOBACKWALL1'-0"2'-1…" (TYP.) 1'-4‰" (TYP.) 1'-8•" 4‡" (SHEET 4 OF 4) SEE DETAIL ``A'' NOTES NOTES FOR WING DETAILS, SEE SHEET 3 OF 4. FOR PILE SPLICE DETAILS, SEE SHEET 4 OF 4. CAST IF SLIP FORMING IS USED. VERTICAL CONCRETE BARRIER RAIL IS THE WING SHALL BE POURED AFTER THE THE CONCRETE IN THE SHADED AREA OF NECESSARY TO CLEAR DOWELS. STIRRUPS IN CAP MAY BE SHIFTED AS 1 2 3 4 5 ELEVATIONS TOP OF PILE A 9'-6"9'-6"9'-6"9'-6" { HP 12 X 53 STEEL PILES 1 3 5 8'-8•"9•" (TYP.) 9"13-#4 S1 & S2 @ 8" CTS. (TYP. EACH BAY)(TYP.) 9"(TYP. EA. END) #4 S1 & S2 (TYP.) 9" 2 4 CONCRETE COLLARS PART OF WINGS & CAP, LOWER POUR #1 (MIN.)4'-0"(TYP.)1'-0"2'-0" MIN. (TYP.) EMBEDMENT (TYP. EA. PILE) 4-#4 S3 { HP 12 X 53 STEEL BRACE PILES CONST. JT. (TYP.) (LEVEL) TOP OF WING 3" HIGH BEAM BOLSTER @ 5'-0" CTS. 4-#9 B1 #4 K1 (TYP.) (11 REQ'D) OVER PILES @ 4'-0" CTS. #4 B3 UNDER #4 B2 WORKLINE (2'-5" MIN. SPLICE) (2 BAR RUNS) #4 K2 (EACH FACE) (2'-5" MIN. SPLICE) (2 BAR RUNS) (OVER PILES) 4-#4 B2 A (2'-5" MIN. SPLICE) (2 BAR RUNS) #4 B2 (EACH FACE) 6" 6" 17-#4 V2 @ 1'-0" CTS. (EA. FACE)17-#4 V2 @ 1'-0" CTS. (EA. FACE) 17-#4 U1 @ 1'-0" CTS.17-#4 U1 @ 1'-0" CTS. & BACKWALL OF WINGS UPPER PART POUR #2 ELEVATION SEE ``CORROSION PROTECTION FOR STEEL PILES DETAIL'', SHEET 4 OF 4. CONCRETE COLLARS FOR STEEL PILES NOT SHOWN IN PLAN AND ELEVATION VIEWS FOR CLARITY. FOR SECTION A-A, SEE SHEET 4 OF 4. WINGS NOT SHOWN FOR CLARITY. SHEET 2 OF 4 SUBSTRUCTURE END BENT No. 2 CHECKED BY : DATE : DATE : ASSEMBLED BY : DRAWN BY : WJH 12/11 CHECKED BY : AAC 12/11 REV. 4/15 MAA/TMG NMW MGC 9/18 S-13 2084.36 2084.50 2084.65 2084.80 2084.94 (LEVEL) TOP OF WING EL. 2090.48 EL. 2088.65 EL. 2086.98 & WING BOTTOM OF CAP EL. 2082.98 0.0154 SLOPE EL. 2086.66 EL. 2088.82 EL. 2088.03 EL. 2089.84 EL. 2086.34 & WING BOTTOM OF CAP EL. 2082.34 18 STD. NO. EB_30_60S4_33BB 1/19 ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr. NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON 3"POUR #1POUR #2TOP OF WING CONST. JT. #4 V1 BARS (EA. FACE) (SPACED AS SHOWN ABOVE) (LEVEL)12-#5 H1 (FILL FACE)3"3" HIGH B.B. @ 5'-0" CTS. BOTTOM OF WING (LEVEL)2 SPA. @8" CTS.5 SPA. @8" CTS.#4 K1 (EA. FACE)2 SPA. @8" CTS.ELEVATION OF WING W1 ELEVATION OF WING W2 POUR #1POUR #212-#5 H3 (EACH FACE)3"BOTTOM OF WING (LEVEL) 3" TOP OF WING (LEVEL) #4 V1 BARS (EA. FACE) (SPACED AS SHOWN ABOVE) #4 K1 (EA. FACE)5 SPA. @8" CTS.WING DETAILS X X 2 SPA. @8" CTS.2 SPA. @8" CTS.3" HIGH B.B. @ 5'-0" CTS. CONST. JT. Y Y PLAN OF WING W1 #5 H2 #5 H1 2'-0‚" #4 K1 2'- 8• " 2" CL.2"(TYP.)11'-0" 13'-0‚" 8" #4 V1 1'-0"2'-9" 1'-9"(TYP.) 2 S P A. @( E A. F AC E) 1'- 0" C T S.10- # 4 V1 ( S P A. AS S HOWN) 3'- 10 Ž " 2" CL. 10-#4 V1 @ 1'-0" CTS. (EA. FACE)1'-0"2" CL.2" CL.3" 11'-0"2'-0‚" 5•" CHAMFER 5•" CHAMFER #4 K1 FACE FILL2'- 8 Ž " 2'-9" 2" CL. PLAN OF WING W2 (TYP.)1'-0" 1'-9"2"(TYP.)#5 H3 13'-0‚" 10- # 4 V1 ( S P A. AS S HOWN) 2 S P A. @( E A. F AC E) 1'- 0" C T S. 2" CL.1'-0"2" CL.2" CL.3'- 10• " 10-#4 V1 @ 1'-0" CTS. (EA. FACE)12-#5 H2 (BACK FACE)FILL FACE 3" MAT'L 1" EXP. JT. MAT'L 1" EXP. JT. SECTION X-X #4 V1 CONST. JT.3"3" HIGH B.B. FILL FACE 1'-0" 2" CL.2" CL.12-#5 H1 (FILL FACE)2 SPA. @8" CTS.5 SPA. @8" CTS.2 SPA. @8" CTS.#4 V1 CONST. JT.3"3" HIGH B.B. 1'-0" 2" CL.2" CL.12-#5 H3 (EACH FACE)2 SPA. @8" CTS.5 SPA. @8" CTS.2 SPA. @8" CTS.SECTION Y-Y FACE FILL12-#5 H2 (BACK FACE)CHECKED BY : ASSEMBLED BY : CHECKED BY : AAC 12/11 DRAWN BY : WJH 12/11 DATE : DATE : REV. 4/15 MAA/TMG WING DETAILS END BENT SUBSTRUCTURE SHEET 3 OF 4 NMW MGC 9/18 S-14 18 STD. NO. EB_30_60S4_33BB 1/19 ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr. NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF 15+96.00-L- Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON SUBSTRUCTURE BAR TYPES (TYP. EACH PILE) PLAN COLLAR CONCRETE BOTTOM OF CAP ELEVATION CONCRETE COLLARS { PILES &1'-4•"1'-6"2'-0" STEEL PILE { HP 12 X 53 FILL FACE 2'-0" ~ CONCRETE COLLAR BAGGED STONE SHALL REMAIN IN PLACE UNTIL THE ENGINEER DIRECTS THAT ACCUMULATIONS AT BAGGED STONE WHEN SO DIRECTED BY THE ENGINEER. BAGS SHALL BE REMOVED AND REPLACED WHENEVER THE ENGINEER DETER- MINES THAT THEY HAVE DETERIORATED AND LOST THEIR EFFECTIVENESS. NO SEPARATE PAYMENT WILL BE MADE FOR THIS WORK AND THE ENTIRE COST OF THIS WORK SHALL BE INCLUDED IN THE UNIT CONTRACT PRICE BID FOR THE SEVERAL PAY ITEMS. TEMPORARY DRAINAGE AT END BENT BAGGED STONE AND PIPE SHALL BE PLACED IMMEDIATELY AFTER COMPLETION PIPE WILL NOT BE ALLOWED. STEEL, CORRUGATED ALUMINUM ALLOY, OR CORRUGATED PLASTIC. PERFORATED OF END BENT EXCAVATION. PIPE MAY BE EITHER CONCRETE, CORRUGATED IT BE REMOVED. THE CONTRACTOR SHALL REMOVE AND DISPOSE OF SILT { BEARING FILL FACE DETAIL ``A'' (END BENT No. 1 SHOWN, END BENT No. 2 SIMILAR BY ROTATION) (END BENT No. 1 SHOWN, END BENT No. 2 SIMILAR BY ROTATION) ALL BAR DIMENSIONS ARE OUT TO OUT. HP 12 X 53 STEEL PILES END BENT No. 1 NO: 5 HP 12 X 53 STEEL PILES END BENT No. 2 NO: 5 END BENT No. 1 & 2 DETAILS 2'-1…" 45 60 4560 POSITION OF PILE DURING WELDING. DETAIL B 0'' TO „'' 0'' TO „''0'' TO „''0'' TO „''PILE SPLICE DETAILS+10°-0°10° 0° BACK GOUGE BACK GOUGE DETAIL A DETAIL B DETAIL A PILE VERTICAL OR VERTICAL PILE HORIZONTAL (TYP.) 1'-3" ABOVE CAP TO PROJECT #8 D1 DOWELS1'-4•"1'-4•" 2'-9"4•"4•"9"1'-10•"PAD (TYPE II) (TYP.) ELASTOMERIC BRG. 1" X 9" X 2'-9" BILL OF MATERIAL POUR #1 POUR #2 TOTAL CLASS A CONCRETE OF WINGS & COLLARS CAP, LOWER PART 5.6 C.Y. 26.4 C.Y. (FOR ONE END BENT) REINFORCING STEEL (FOR ONE END BENT) CLASS A CONCRETE BREAKDOWN FOR ONE END BENT BAR B1 NO. 8 SIZE #9 TYPE 1 LENGTH 43'-8"1188 B2 28 #4 STR 410 B3 11 #4 STR 2'-5"18 D1 20 #8 STR 2'-3" H1 12 #5 2 K1 12 #4 STR 3'-3"26 S1 54 #4 4 10'-5"376 S2 54 #4 5 3'-2" S3 20 #4 6 6'-6"87 V1 61 #4 STR 7'-2"292 11'-9"147 V2 68 #4 STR 5'-3"238 U1 34 #4 3'-7"7 120 K2 12 #4 STR 176 81 PART OF WINGS BACKWALL & UPPER 1HK.HK.HK.1'-3'' LAP HK.HK. 1'-3"1'-3" 4•"4•"4•"1'-8" ~ 2'-5" 2'-5" 2 11'-1" 41'-2"8" 10'-8" H1 H2 10'-2" 3 8" 4 5 6 H3 4" 4"3'-7•"8" H2 12 #5 2 11'-4"142 H3 24 #5 3 27110'-10" 114 7 1'-0•"1'-0•" 21'-11" 21'-11" { BOX BEAM MINIMUM OF 3- ONE CUBIC FOOT BAGS OF #78M STONE. BAGS SHALL BE OF POROUS FOR DRAINAGE GRADE TO DRAIN TOE OF SLOPE 6" ( MIN.) PIPE FABRIC,SECURELY TIED.1'-5•"HP 12 X 53 STEEL PILES SETUP FOR PILE DRIVING EQUIPMENT HP 12 X 53 STEEL PILES SETUP FOR PILE DRIVING EQUIPMENT NO: 5 NO: 5 CORROSION PROTECTION FOR STEEL PILES DETAIL SECTION A-A SEE ``CORROSION PROTECTION FOR STEEL PILES DETAIL.'') (CONCRETE COLLAR NOT SHOWN FOR CLARITY. 2'-9" 12 3 { HP 12 X 53 STEEL BRACE PILE 4'-0"2'-3"2'-0"#4 S2 4-#9 B1 2-#9 B1 2-#9 B1 #4 S1 1'-2"11"{ HP 12 X 53 STEEL PILE #4 B3 3" HIGH B.B. 8"2" CL. (TYP.)8" 8" #4 S3 OVER PILES 4-#4 B2 @ 4" CTS. 1'-4•"1'-4•" { #8 D1 DOWEL 4 SPA. @ 7"EA. FACE 1-#4 B2 1'-10•"1'-3"CONST. JT. #4 U1 #4 V2 EA. FACE 1-#4 K2 2" CL. 11" FILL FACE 1'-0"5"6"6"6"7•"7•"1'-7•"SHEET 4 OF 4 CHECKED BY : ASSEMBLED BY : DRAWN BY : WJH 12/11 CHECKED BY : AAC 12/11 REV. 4/17 MAA/THC DATE : DATE : 3686 LBS. 20.8 C.Y. WEIGHT 27.4287 NMW MGC 9/18 S-15 18 STD. NO. EB_30_60S4_33BB 1/19 LIN. FT.= 115 NO: 5 NO: 5STEEL PILE POINTS STEEL PILE POINTS LIN. FT.= 65 ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr. NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON NORMAL TO CAP SLOPE LINE FRONT SHOULDER LINE SHOULDER LINE H H EL. 2080.74 EL. 2081.38 1'-0'' MIN. EARTH BERM 1 •: 1 1 ƒ: 1 1 •: 1 SQUARE YARDSTONS ESTIMATED QUANTITIES (2'-0" THICK) CLASS II RIP RAP END BENT 1 END BENT 2 FOR DRAINAGE GEOTEXTILE FOR BERM WIDTH DIMENSIONS, SEE GENERAL DRAWING. STA. 15+96.00-L- BRIDGE @ 1 •: 1 1 ƒ: 1 2: 11 •: 1 SHOULDER LINE SHOULDER LINE EL. 2083.98 C C C C SLOPE LINE FRONT 1'-0'' MIN. EARTH BERM NORMAL TO CAP END BENT 1 END BENT 2 1'-0" 7'-0" 105 125 115 140 EL. 2083.342: 1-L- NOTES : SHOULDER GROUND LINE MIN.GROUND LINE SECTION H-H MIN. NORMAL TO CAP 1'-0'' MIN. EARTH BERM GEOTEXTILE GEOTEXTILE 3'-6"2'-0"SHOULDER LINE 1'-0"NORMAL TO CAP 1'-7" MIN. BERM SLOPE 1•: 1 2'-0"2'-0"3'-6" P AY ARE ASLOPE 2 : 1 EL. 2081.38 @ EB1 (RT.) EL. 2080.74 @ EB1 (LT.) EL. 2083.98 @ EB2 (RT.) EL. 2083.34 @ EB2 (LT.) CHECKED BY : DATE : DATE : ASSEMBLED BY : DRAWN BY : REK 1/84 CHECKED BY : RDU 1/84 REV. 5/1/06R TLA/GM REV. 10/1/11 MAA/GM REV. 12/21/11 MAA/GM NMW MGC 9/18 RIP RAP DETAILS STANDARD S-161 ƒ: 12: 11 ƒ: 12: 17'-0" 18 STD. NO. RR1 1/19 B B PLAN SECTION B-B REVISED PER MARC'S MARK-UPS NMW 1/19 EL. 2087.4 EL. 2087.4 ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr.SHOULDER GROUND LINE MIN.SECTION C-C GEOTEXTILE 3'-6"2'-0"P AY ARE ASLOPE 2 : 1 EL. 2087.4 MACON BR. 43NOTES APPROACH SLAB GROOVING IS NOT REQUIRED. FOR THE 4" ~ DRAINAGE PIPE OUTLET(S), SEE ROADWAY STANDARD DRAWINGS. BE PAVED. SEE ROADWAY PLANS. DRAIN THE WATER AWAY FROM THE FILL FACE OF THE BRIDGE AND SHALL AREA BETWEEN THE WINGWALL AND APPROACH SLAB SHALL BE GRADED TO BACKWALL FROM OUTSIDE EDGE TO OUTSIDE EDGE OF APPROACH SLAB. SELECT MATERIAL BACKFILL IS TO BE CONTINUOUS ALONG FILL FACE OF ACCORDANCE WITH STANDARD SPECIFICATIONS SECTION 1016. SELECT MATERIAL BACKFILL (CLASS V OR CLASS VI) SHALL BE IN SPECIFICATIONS SECTION 1056. GEOTEXTILE SHALL BE TYPE 1 IN ACCORDANCE WITH THE STANDARD AND SELECT MATERIAL BACKFILL, SEE ROADWAY PLANS. FOR BRIDGE APPROACH FILL INCLUDING GEOTEXTILE, 4" • DRAINAGE PIPE, NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- DOCUMENT NOT CONSIDERED FINAL UNLESS ALL SIGNATURES COMPLETED 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON DIMENSIONS SHOWN ARE TYPICAL FOR BOTH APPROACH SLABS APPROACH SLAB BEGIN SLAB) (BOTT. OF #4A2 SLAB) (TOP OF #4A1 N N #4A2 #4A1 OR END BENT #1 FILL FACE @ END BENT #2 FILL FACE @ N N #4A2 #4A1 OR SLAB) (BOTT. OF #4A2 SLAB) (TOP OF #4A1 APPROACH SLAB END -L- (TYP.) 60°-00'-00" (TYP.) 60°-00'-00" PLAN @ END BENT #1 PLAN @ END BENT #2 12'-0"12'-0"13'-11"13'-11"9"9"58-#5B1 @ 6" CTS. (TOP OF SLAB)58-#6B2 @ 6" CTS. (BOTTOM OF SLAB)8"CURB27'-10" (CLEAR ROADWAY)8"CURB11-#4A2 @ 1'-0" CTS. 11-#4A1 @ 1'-0" CTS. (TOP OF SLAB) (2 BAR RUN) 11-#4A1 @ 1'-0" CTS. (TOP OF SLAB) (2 BAR RUN) 11-#4A2 @ 1'-0" CTS. (BOTTOM OF SLAB) (2 BAR RUN)(BOTTOM OF SLAB) (2 BAR RUN)58-#5B1 @ 6" CTS. (TOP OF SLAB)58-#6B2 @ 6" CTS. (BOTTOM OF SLAB)1'-3" 1'-3" 3" 1'-3" 1'-3" 3"4"4"3'-0"(TYP.)29'-2"4"4"6" BEVEL 6" BEVEL 3"3" 9"9" 9"9" BILL OF MATERIAL BAR NO.SIZE TYPE LENGTH WEIGHT A2 A1 B1 B2 STR STR STR STR * * * LBS. LBS. C. Y. REINFORCING STEEL REINFORCING STEEL EPOXY COATED CLASS AA CONCRETE BAR NO.SIZE TYPE LENGTH WEIGHT A2 A1 B1 B2 STR STR STR STR * * * LBS. LBS. C. Y. REINFORCING STEEL REINFORCING STEEL EPOXY COATED CLASS AA CONCRETE APPROACH SLAB AT EB #1 APPROACH SLAB AT EB #2 #4 #5 #6 #4 #5 #6 #4 #4 26 26 11'-7" 307 305 1009 1314 11'-7"1009 26 26 17'-8" 17'-7" 58 58 58 58 17'-8" 17'-7" 307 305 1314 670 977 977 11'-1" 11'-1" 15.5 15.5 670 A NIARDOTEDRG FLOW LINE EPOLSFOMOTTOBOT NOTE:IF THE APPROACH SLAB IS NOT CONSTRUCTED IMMEDIATELY AFTER THE BACKFILLING OF THE END BENT EXCAVATION, GRADE TO DRAIN TO THE BOTTOM OF THE SLOPE AND PROVIDE EROSION RESISTANT MATERIAL, SUCH AS FIBERGLASS ROVING OR AS DIRECTED BY THE ENGINEER TO PREVENT SOIL EROSION AND TO PROTECT THE AREA ADJACENT TO THE STRUCTURE. THE CONTRACTOR WILL BE REQUIRED TO REMOVE THESE MATERIALS PRIOR TO CONSTRUCTION OF THE APPROACH SLAB. TEMPORARY DRAINAGE DETAIL CAP FLOW LINE ONLY WITH EROSION RESISTANT MATERIAL BACKFILL EXCAVATION HOLE AND GRADE TO DRAIN BRIDGE DECK SLAB APPROACH 12"FILL SLOPE ELBOW ELBOW DRAIN SLOPE TEMPORARY TOE OF FILL SECTION S-S SECTION R-R EROSION RESISTANT MATERIAL TO PIPE INLET GRADE TO DRAIN 1'-6" MIN. FLOW LINE PLAN VIEW TEMPORARY BERM AND SLOPE DRAIN DETAILS R TEMP. SLOPE DRAIN 1'-0" MIN. R 2'-0"MIN.2'-6" MIN.S S 4'-0" EARTH DITCH BLOCK À 2'-0"MIN. NOTE: TEMPORARY DRAINAGE PIPE, 12 INCHES IN DIAMETER. THE SLOPE DRAIN SHALL CONSIST OF A NON-PERFORATED MAT, OR 3) CONCRETE, AS DIRECTED BY THE ENGINEER. PLANT MIX, TYPE 1 OR TYPE 2, MIN. 2" DEPTH, 2) EROSION CONTROL EROSION RESISTANT MATERIAL SHALL BE EITHER 1) ASPHALT AND PROVIDE EROSION RESISTANT MATERIAL AS SHOWN. THE DRAIN. CONTRACTOR SHALL GRADE TO PIPE INLET THE CONTRACTOR SHALL PROVIDE TEMPORARY BERM AND SLOPE IMMEDIATELY AFTER THE CONSTRUCTION OF THE APPROACH SLAB,MIN.2'-6"FOR EROSION CONTROL CLASS ``B" STONE FOR EROSION CONTROL CLASS ``B" STONE 4'-0" MIN. MATERIAL OVER PIPE 3" EROSION RESISTANT (TO BE USED WHEN SHOULDER BERM GUTTER IS REQUIRED) 12" MIN. SHOULDER FUTURE BLOCK DITCH EARTH SLAB APPROACH END OF STANDARD FOR PRESTRESSED CONCRETE BRIDGE APPROACH SLAB BOX BEAM UNIT (SUB-REGIONAL TIER) 60° SKEW S-17 18 CURB DETAILS SECTION N-N 8"4" 2"BOX BEAM1'-1•" PREVENT BOND ROOFING FELT TO 2 LAYERS OF 30 LB. ROD 2" BACKER 1'-4"SECTION THRU SLAB 2 : 1 SLOPE BARS #4 ``A'' PROPOSED PAVEMENT ASPHALT MIN.2"BARS #4 ``A''BARS #5 ``B'' BARS #6 ``B'' NORMAL TO END BENT APPROVED WIRE BAR SUPPORTS @ 3'-0" CTS. 6"8"4" CL.1'-2''GEOTEXTILE PVC PIPE SCHEDULE 40 4" • PERFORATED (TYPE II - MODIFIED APPROACH FILL) BY THE CONTRACTOR) (TO BE DETERMINED 1: 1 SLOPE APPROXIMATE MIN.OR CLASS VI) (CLASS V MATERIAL SELECT 3'-0"6"1'-8"OPENING 1•" ROADWAY @ 3'-0" CTS. ACROSS SLAB(CHCU) 5‚" CONTINUOUS HIGH CHAIR UPPER 2" CL.CHECKED BY : DATE : DATE : ASSEMBLED BY : DRAWN BY : MAA 11/11 CHECKED BY : AAC 11/11 REV. 12-17 MAA/THC NMW MGC 9/18 2'-9"BAR SIZE #4 #5 #6 EPOXY COATED UNCOATED 2'-0" 2'-6" 3'-10" 1'-9" 2'-2" 2'-7" SPLICE LENGTHS STD. NO. BAS_BB_30_60S 1/19 ENGINEER PROFESSIONAL SEAL NORTH CARO LINA 20125 .gll a hsramcheek,jr. MACON CO. #43 NO.NO.BY:BY:DATE:DATE: REVISIONS SHEET NO. TOTAL SHEETS STATE OF NORTH CAROLINA RALEIGH STATION: COUNTY PROJECT NO. DEPARTMENT OF TRANSPORTATION 1 2 3 4 SHEET OF Drawing Scale : Placement Scale : PRELIMINARY PLANS DO NOT USE FOR CONSTRUCTION TGS ENGINEERS 804-C N. LAFAYETTE ST SHELBY, NC 28150 PH (704) 476-0003 CORP. LICENSE NO.: C-0275 15+96.00-L- 17BP.14.R.210 REPLACES BRIDGE NO. 580046 MACON STANDARD NOTES BRIDGES SHALL BE BUILT ON THE GRADE OR VERTICAL CURVE SHOWN ON PLANS. SLABS, CURBS AND PARAPETS SHALL CONFORM TO THE GRADE OR CURVE. ALL DIMENSIONS WHICH ARE GIVEN IN SECTION AND ARE AFFECTED BY DEAD LOAD ON PLANS. IN SETTING FORMS FOR STEEL BEAM BRIDGES AND PRESTRESSED CONCRETE GIRDER BRIDGES, ADJUSTMENTS SHALL BE MADE DUE TO THE DEAD LOAD DEFLECTIONS FOR THE ELEVATIONS SHOWN. WHERE BLOCKS ARE SHOWN OVER BEAMS FOR BUILDING UP TO THE SLAB, THE VERTICAL DIMENSIONS OF THE BLOCKS SHALL BE ADJUSTED ORDINATE, AND ACTUAL BEAM CAMBER. WHERE BOTTOM OF SLAB IS IN LINE WITH BOTTOM OF TOP FLANGES, DEPTH OF SLAB BETWEEN BEARINGS SHALL BE ADJUSTED TO COMPENSATE FOR DEAD LOAD DEFLECTION, VERTICAL CURVE ORDINATE, AND ACTUAL BEAM CAMBER. IN SETTING FALSEWORK AND FORMS FOR REINFORCED CONCRETE SPANS, AN AND PERMANENT CAMBER WHICH SHALL BE PROVIDED FOR IN ADDITION TO THE ELEVATIONS SHOWN. AFTER REMOVAL OF THE FALSEWORK, THE FINISHED STRUCTURES SHALL CONFORM TO THE PROFILE AND ELEVATIONS SHOWN ON THE PLANS AND CONSTRUCTION ELEVATIONS FURNISHED BY THE ENGINEER. INDICATED ON THE PLANS. WHEN BAR SUPPORT PIECES ARE PLACED IN CONTINUOUS LINES, THEY SHALL BE SO PLACED THAT THE ENDS OF THE SUPPORTING WIRES SHALL BE LAPPED TO LOCK LEGS ON ADJOINING PIECES. STRUCTURAL STEEL: SUBSTITUTE FOR THE COVER PLATES DESIGNATED ON THE PLANS COVER PLATES OF THE EQUIVALENT AREA PROVIDED THESE PLATES ARE AT LEAST 5/16" IN THICKNESS AND DO NOT EXCEED A WIDTH EQUAL TO THE FLANGE WIDTH LESS 2" OR A THICKNESS EQUAL TO 2 TIMES THE FLANGE THICKNESS. THE SIZE OF FILLET WELDS SHALL CONFORM ELECTROSLAG WELDING WILL NOT BE PERMITTED. ROUNDED BY SUITABLE MEANS TO A RADIUS OF APPROXIMATELY 1/16 INCH OR ETC. IN CASTING SUPERSTRUCTURES: ALLOWANCE FOR DEAD LOAD DEFLECTION, SETTLEMENT, DEFLECTIONS ARE DIMENSIONS AT CENTER LINE OF BEARING UNLESS OTHERWISE NOTED REINFORCING STEEL: WIRE BAR SUPPORTS SHALL BE PROVIDED FOR REINFORCING STEEL WHERE EXCEPT AT THE INTERIOR SUPPORTS OF CONTINUOUS BEAMS WHERE THE COVER WITH THE SOLE EXCEPTION OF EDGES AT SURFACES WHICH BEAR ON OTHER AT THE CONTRACTOR'S OPTION, HE MAY SUBSTITUTE 7/8" ~ SHEAR STUDS FOR THE STUDS FOR 4 - 3/4" ~ STUDS. STUDS OF THE LENGTH SPECIFIED ON THE PLANS MUST ALONG THE BEAM AS SHOWN FOR 3/4" ~ STUDS BASED ON THE RATIO OF 3 - 7/8" ~ BE PROVIDED. THE MAXIMUM SPACING SHALL BE 2'-O". THE RATE OF 3 - 7/8" ~ STUDS FOR 4 - 3/4" ~ STUDS, AND STUD SPACING CHANGES SHALL BE MADE AS NECESSARY TO PROVIDE THE SAME EQUIVALENT NUMBER OF 7/8" ~ STUDS PLATE IS IN CONTACT WITH BEARING PLATE, THE CONTRACTOR MAY, AT HIS OPTION, OR METALLIZING. EQUIVALENT FLAT SURFACE AT A SUITABLE ANGLE PRIOR TO PAINTING, GALVANIZING, STRESS IN EXTREME FIBER OF IMPACT ALLOWANCE LIVE LOAD - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - 27,000 LBS. PER SQ. IN. 20,000 LBS. PER SQ. IN. DESIGN DATA: SPECIFICATIONS - - - - - - - - - - - - - - - DOWELS WHEN INDICATED ON PLANS AS FOR CULVERT EXTENSIONS, SHALL DOWELS: MATERIAL AND WORKMANSHIP: UNLESS OTHERWISE REQUIRED ON PLANS, CLASS A CONCRETE SHALL BE CONCRETE: 1,800 LBS. PER SQ. IN. EQUIVALENT FLUID PRESSURE OF EARTH - - - - - (MINIMUM) 30 LBS. PER CU. FT. 375 LBS. PER SQ. IN.- - - -OF TIMBER COMPRESSION PERPENDICULAR TO GRAIN PROVISIONS, ALL MATERIAL AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH TOP CORNERS OF CURBS MAY BE ROUNDED TO 1-1/2" RADIUS WHICH IS BUILT INTO CURB FORMS; CORNERS OF TRANSVERSE FLOOR EXPANSION JOINTS SHALL BE ROUNDED WITH A 1/4" FINISHING TOOL UNLESS OTHERWISE REQUIRED ON PLANS; AND CORNERS OF EXPANSION JOINTS IN THE ROADWAY FACES CONCRETE IN COMPRESSION CONCRETE IN SHEAR - - - - - - - - - - - - - - - - - - - - - - - 1,200 LBS. PER SQ. IN. SEE A.A.S.H.T.O. EXCEPT AS MAY OTHERWISE BE SPECIFIED ON PLANS OR IN THE SPECIAL N. C. DEPARTMENT OF TRANSPORTATION. USED FOR ALL PORTIONS OF ALL STRUCTURES WITH THE EXCEPTION THAT: CLASS AA CONCRETE SHALL BE USED IN BRIDGE SUPERSTRUCTURES, CONCRETE CHAMFERS: UNLESS OTHERWISE NOTED ON THE PLANS, ALL EXPOSED CORNERS ON STRUCTURES SHALL BE CHAMFERED 3/4" WITH THE FOLLOWING EXCEPTIONS: AND TOPS OF CURBS AND SIDEWALKS SHALL BE ROUNDED TO A 1/4" RADIUS WITH A FINISHING STONE OR TOOL UNLESS OTHERWISE REQUIRED ON PLANS. BE EMBEDDED AT LEAST 12" INTO THE OLD CONCRETE AND GROUTED INTO GRADE 60 24,000 LBS. PER SQ. IN. REINFORCING STEEL IN TENSION 27,000 LBS. PER SQ. IN. - - SURFACES,ALL SHARP EDGES AND ENDS OF SHAPES AND PLATES SHALL BE SLIGHTLY PLACE WITH 1:2 CEMENT MORTAR. - - - - - ALLOWANCE SHALL BE MADE FOR DEAD LOAD DEFLECTIONS, SETTLEMENT OF FALSEWORK, TO THE REQUIREMENTS OF THE CURRENT ANSI/AASHTO/AWS " BRIDGE WELDING CODE". BETWEEN BEARINGS TO COMPENSATE FOR DEAD LOAD DEFLECTIONS, VERTICAL CURVE ƒ" ~ STUDS SPECIFIED ON THE PLANS. THIS SUBSTITUTION SHALL BE MADE AT STRUCTURAL STEEL - AASHTO M270 GRADE 36 - - AASHTO M270 GRADE 50W - - AASHTO M270 GRADE 50 - ABUTMENT BACKWALLS, AND APPROACH SLABS; AND CLASS B CONCRETE SHALL BE USED FOR SLOPE PROTECTION AND RIP RAP. ALL REINFORCING STEEL SHALL BE DEFORMED. DIMENSIONS RELATIVE TO PLACEMENT OF REINFORCING ARE TO CENTERS OF BARS UNLESS OTHERWISE INDICATED IN THE PLANS. DIMENSIONS ON BAR DETAILS ARE TO CENTERS OF BARS OR ARE OUT TO OUT AS INDICATED ON PLANS. SEE A.A.S.H.T.O. SEE PLANS A.A.S.H.T.O. (CURRENT) UNTREATED - EXTREME FIBER STRESS STRUCTURAL TIMBER - TREATED OR BE HOT ROLLED. STEEL SHEET PILING FOR PERMANENT OR TEMPORARY APPLICATIONS SHALL FALSEWORK OR FORMS IS STARTED. BE SUBMITTED TO THE ENGINEER FOR APPROVAL BEFORE CONSTRUCTION OF THE AND ANY STRUCTURE OR PARTS OF A STRUCTURE AS NOTED ON THE PLANS SHALL DETAILED DRAWINGS FOR FALSEWORK OR FORMS FOR BRIDGE SUPERSTRUCTURE METAL HANDRAILS SHALL BE IN ACCORDANCE WITH THE PLANS. RAILS SHALL BE RAIL SHALL BE SET NORMAL TO THE GRADE OF THE CURB, UNLESS OTHERWISE SHOWN METAL STANDARDS AND FACES OF THE CONCRETE END POSTS FOR THE METAL HANDRAILS AND POSTS: SPECIFICATIONS ARTICLE 105-4. OVER NOTES HEREON, AND SPECIAL PROVISIONS SHALL GOVERN OVER ALL. SEE GOVERN OVER THE SPECIFICATIONS, BUT THE REMAINDER OF THE PLANS SHALL GOVERN GENERALLY, IN CASE OF DISCREPANCY, THIS STANDARD SHEET OF NOTES SHALL SPECIAL NOTES: AS MANUFACTURED FOR BRIDGE RAILING. CASTINGS SHALL BE OF A UNIFORM APPEARANCE. FINS AND OTHER DEFORMATIONS RESULTING FROM CASTING OR OTHERWISE SHALL BE NOT BE ACCEPTED. CERTIFIED MILL REPORTS ARE REQUIRED FOR METAL RAILS AND POSTS. ON PLANS. THE METAL RAIL AND TOPS OF CONCRETE POSTS USED WITH THE ALUMINUM RAIL SHALL BE BUILT PARALLEL TO THE GRADE OF THE CURB. BE OBTAINED. CASTINGS WITH DISCOLORATIONS OR OF NON-UNIFORM COLORING WILL THE 2018 ``STANDARD SPECIFICATIONS FOR ROADS AND STRUCTURES" OF THE STANDARD NOTES S-18 18