PAVEMENT MARKING PLAN
|
|
- Stanley Dixon
- 5 years ago
- Views:
Transcription
1 PROJECT REFERENCE NO. T.I.P.: PMP-1 PMP-1A INDEX AND LEGEND DESCRIPON S OF NOR CAROLINA DEPARTMENT OF TRANSPORON PLAN LOCAON: IMPROVEMENTS ALONG FROM WEST OF SR 9 PLAN TLE, LIST OF SNDARD DRAWINGS, GENERAL NOS AND INDEX OF SHEETS FINAL SCHEDULE ONSLOW COUNTY (HOLLY SHELR RD) TO WEST OF BRIDGE OVER SOUWESTCREEK AND WEST OF SR 1214(FOY- LOCKAMY RD) TO EAST OF SR 16(ONSLOW PINES RD) GENERAL NOS E FOLLOWING GENERAL NOS APPLY AT ALL MES FOR E DURAON OF E CONSTRUCON PROJECT, EXCEPT WHEN OERWISE NOD IN E PLAN, OR DIRECD BY E. A) INSLL S AND PAVEMENT MARKERS ON E FINAL SURFACE AS FOLLOWS: NOR CAROLINA PMP-1 PMP-2 RU PMP-8 DEILS ROAD NAME MARKING MARKER ALL ROADS ERMOPLASC SNOWPLOWABLE B) E PROPOSED LINES TO EXISNG LINES. DC00146 ROADWAY SNDARD DRAWING E FOLLOWING ROADWAY SNDARDS AS APPEAR IN"ROADWAY SNDARD DRAWINGS" - PROJECT SERVICES UNIT - N.C. DEPARTMENT OF TRANSPORON- RALEIGH, N.C., DADJANUARY 2012 ARE APPLICABLE TO IS PROJECT AND BY REFERENCE HEREBY ARE CONSIDERED A PART OF ESE PLANS: S. NO. TLE S - LINE TYPES AND OFFSETS S - TWO-LANE AND MULLANE ROADWAYS S - INRSECONS S - TURN LANES S - SYMBOLS AND WORD MESSAGES S - PAIND ISLANDS RAISED PAVEMENT MARKERS - INSLLAON SPACING RAISED PAVEMENT MARKERS - SNOWPLOWABLE GUARDRAIL AND BARRIER DELINEATORS - INSLLAON SPACING GUARDRAIL AND BARRIER DELINEATORS - TYPES AND MOUNNG C) REMOVE/REPLACE ANY CONFLICNG/DAMAGED S AND MARKERS. D) PASSING ZONES WILL BE DERMINED IN E FIELD AND MUST BE APPROVED BY E. E) STOP BAR LOCAON AT NON-SIGNALIZED INRSECONS MAY BE ADJUSD AS DIRECD BY E. 1:40:06 AM...\057 PMP\R5023B_pmp_pmp01.dgn CONTRACT: A. I. Alqudwah, PE B. Nowlin GUARDRAIL END DELINEAON PLAN REVIEWED BY: N.C.D.O.T. SIGNING AND DELINEAON UNIT SIGNING & DELINEAON REGIONAL SIGNING & DELINEAON PROJECT DESIGN /CHNICIAN S DEPARTM ENT OF OF NOR CAROLI NA TRANSPO RO N PLAN PREPARED BY: NOR CAROLINA, P.C. R. B. Early, PE J. Philips PROJECT PROJECT DESIGNER C-1554 NOR CAROLINA, P.C.
2 P NO. PMP-1A FINAL SCHEDULE NOR CAROLINA MARIAL SYMBOL DESCRIPON LEGEND GENERAL DIRECON OF TRAFFIC FLOW ERMOPLASC (4", 90 MILS) NOR ARROW WHI EDGELINE PROPOSED PVMT. EXIST. PVMT. ERMOPLASC (4", 120 MILS) 2FT-6FT WHI MINI-SKIP S 3FT-9FT WHI MINI-SKIP 4" WHI SOLID LANE LINE SYMBOLS FT YELLOW SKIP YELLOW SINGLE CENR YELLOW DOUBLE CENR UA ERMOPLASC (12", 90 MILS) UC TV YELLOW DIAGONAL UE ERMOPLASC (24", 120 MILS) WHI STOP BAR ERMOPLASC SYMBOL (90 MILS) UA LEFT TURN ARROW UC STRAIGHT ARROW UE STRAIGHT/RIGHT TURN ARROW ERMOPLASC CHARACR (120 MILS) UI ALPHANUMERIC CHARACRS SNOWPLOWABLE PAVEMENT MARKERS ME MF YELLOW & YELLOW CRYSL & RED 1:40: AM...\057 PMP\R5023B_pm p_pm p01a.dgn 1:40: AM...\057 PMP\R5023B_pmp_pmp01A.dgn NOR CAROLINA, P.C. DEIL
3 P NO. PMP-2 NOR CAROLINA 15 -L1- S /- E TO EXISNG -L1- S /- -L1- S /- 20 ' -L1- -L1- S /- 25 -L1- S /- TV -L1- S 18++/- 15 -L1- -L1- S /- E TO EXISNG -Y9- ' 11.5' ' 9.5' SR 19 HOLLY SHELR RD -L1- S /- -L1- S /- GRAU-350 TV -Y9- S /- -Y9- S /- E TO EXISNG 1:40:24 AM...\057 PMP\R5023B_pm p_pm p02.dgn NOR CAROLINA, P.C. DEIL
4 15 20 P NO. PMP-3 NOR CAROLINA S /- E TO EXISNG S /- S /- S /- TV S /- S /- (@ C&G) S /- (END C&G) SEE SHEET PMP-4 1:40:29 AM...\057 PMP\R5023B_pm p_pm p03.dgn NOR CAROLINA, P.C. DEIL
5 P NO. PMP-4 NOR CAROLINA SEE SHEET PMP-3 SCHOL Y1- S +80+/- E TO EXISNG -Y1- S +28+/- S /- 13' -Y1- SR 1214 FOY-LOCKAMY RD S /- S /- S / GRAU-350 BREAK LINE S /- SEE SHEET PMP-5 S /- S /- S /- 1:40:36 AM...\057 PMP\R5023B_pm p_pm p04.dgn NOR CAROLINA, P.C. DEIL
6 P NO. PMP-5 NOR CAROLINA S /- S /- S /- SEE SHEET PMP-4 BREAK LINE -Y2- S /- S /- SR 15 HAWS RUN RD 23' 11.5' -Y2- S /- E TO EXISNG S /- -Y2- S /- SEE SHEET PMP-6 2' R 1:40:44 AM...\057 PMP\R5023B_pm p_pm p05.dgn ' 16' R 79' 50' R +31 0' R ALONG 8' C L ' 40' R -Y2- PAIND ISLAND DEIL NOR CAROLINA, P.C. DEIL
7 13' P NO. PMP-6 NOR CAROLINA -Y4- SR 1212 PONY FARM RD 65 -Y4- S /- E TO EXISNG 70 -Y4- S /- -Y4- S +48+/- ' ' S /- SEE SHEET PMP-5 S /- S /- S /- S /- S /- S /- S /- S /- S /- S /- S /- SEE SHEET PMP-7 S /- -Y3- S +85+/- E TO EXISNG MURRILL HILL RD SR Y3- -Y3- S /- 1:40:50 AM...\057 PMP\R5023B_pm p_pm p06.dgn NOR CAROLINA, P.C. DEIL
8 P NO. PMP-7 NOR CAROLINA 80 -Y6- S +71+/- -Y6- S +28+/- S /- JUSCE RD SR Y6-9' 8.5' 85 -Y6- S +82+/- E TO EXISNG -Y6- S +45+/- SEE SHEET PMP-6 S /- S /- S /- S /- -Y5- S /- S /- S /- S /- S /- SEE SHEET PMP-8 -Y5- S /- -Y5- S 11++/- EDWARDS RD -Y5- SR Y5- S /- E TO EXISNG 1:40:59 AM...\057 PMP\R5023B_pm p_pm p07.dgn NOR CAROLINA, P.C. DEIL
9 P NO. PMP-8 NOR CAROLINA S /- S /- SEE SHEET PMP-7 S /- S /- S /- S /- M-350 S /- BRUGAW HWY S /- -Y7- S /- S /- -Y7- S /- BREAK LINE S /- SEE IS SHEET -Y7A- S /- -Y7A- S /- -Y7- S /- -Y7A- S /- E TO EXISNG -Y7- -Y7A- ELBERT WAY -Y7A- S /- -Y7- S /- BEGIN CONSTRUCON SR 1136 EDWARDS RD S 2+91+/- S 1+00+/- SEE IS SHEET BREAK LINE S 2+41+/- BRUGAW HWY S 4+25+/- E TO EXISNG S 2+12+/- S 3+21+/- -Y8- S /- -Y8- S /- -Y8- S /- -Y8- -Y8- S /- E TO EXISNG 1:41:09 AM...\057 PMP\R5023B_pm p_pm p08.dgn NOR CAROLINA, P.C. DEIL
ROADWAY PLANS LOCATIONS: NC 86 (MARTIN LUTHER KING JR. BOULEVARD) AT AIRPORT DRIVE AND BOLINWOOD DRIVE
ROADWAY PLANS CHAPEL HILL WN LIMITS LOCAONS: NC 86 (RN LUTHER KING JR. BOULEVARD) AT AIRPORT AND BOLINWOOD TYPE OF WORK: INSTALLAON OF S, RKINGS, SIGNING I-40 INDEX OF SHEETS SHEET NO. TLE SERVICES 86
More informationDIVISION PAVEMENT MARKINGS AND MARKERS
DIVISION 61 66 PAVEMENT MARKINGS AND MARKERS 66.01 SCOPE: The purpose of these specifications is to describe the minimum requirements of the City of Chesapeake for pavement markings and shall be in addition
More informationChapter 23. Signing and Pavement Marking Plans
Chapter 23 Signing and Pavement Marking Plans 23.1 General... 23-3 23.2 Key Sheet... 23-4 23.3 Signature Sheet... 23-4 23.4 Tabulation of Quantities and Pay Item Notes... 23-4 23.4.1 Standard Notes...
More informationComplete Streets & PPM to FDM Update
Florida Department of TRANSPORTATION Complete Streets & PPM to FDM Update Derwood Sheppard, P.E. Design Standards Paul Hiers, P.E. Roadway Criteria State Roadway Design Office February 2017 - FTBA Construction
More informationDELINEATOR REFERENCE POINT 200' TYPICAL SPACING (YELLOW DELINEATORS) END OF MERGE LANE TAPER DELINEATOR REFERENCE POINT
200' TYP. 600' < EACH SIDE BOTH ROADWAYS END OF MERGE LANE TAPER TYPICAL FOR ALL 2-LANE MERGES EXCEPT WHERE THERE IS A MERGE FROM THE RIGHT AND NO OFFSET IN THE THROUGH LANES END OF MERGE LANE TAPER 200'
More informationE:\Wilmot\DGN\14018pp.dgn 3/11/2015 6:49:16 AM
600-06 SHOULDER WIDENING FOR TYPE (SPECIAL) GUARDRAIL TERMINALS E:\Wilmot\DGN\08pp.dgn //05 6:9:6 AM E:\DGN\08SUP.dgn //05 ::55 PM E:\DGN\08SUP.dgn //05 :8:0 PM E:\DGN\08-WRG.dgn //05 :8:5 PM E:\DGN\08SM.dgn
More informationAugust 18, 2016 FS-1604A US 70 Improvements, Johnston County. VHB Engineering NC, P.C.
August 18, 2016 FS-1604A US 70 Improvements, Johnston County VHB Engineering NC, P.C. Agenda Project Description and Location Purpose and Need Background Plans Local Plans Legislation Adjacent STIP Projects
More informationSPECIAL PROVISION TO SPECIAL SPECIFICATION Reflectorized Pavement Markings with Retroreflective Requirements
2004 Specifications CSJ 0072-05-084, etc. & 0017-04-039, etc. SPECIAL PROVISION TO SPECIAL SPECIFICATION 6110---022 Reflectorized Pavement Markings with Retroreflective Requirements For this project, Special
More informationTraffic Line Painting and Other Pavement Markings
Gateway to the 1000 Islands QUOTATION FOR: Traffic Line Painting and Other Pavement Markings QUOTATION CLOSING: May 23, 2013 QUOTATION NUMBER: RDS-2013-02 Submit completed quotations to: Quotation for
More informationOhio Department of Transportation Office of Roadway Engineering January 18, 2013
Ohio Department of Transportation Office of Roadway Engineering January 18, 2013 To: Holders of the Traffic Standard Construction Drawings (SCDs) and Plan Insert Sheets (PISs) As of January 18, 2013, eighteen
More informationUpdate: July 20, 2012
Location and Design Manual, Volume 3 ODOT Office of CADD and Mapping Services Update: July 20, 2012 ** NOTE: All metric references have been removed from this manual. ** PREFACE REVISIONS Glossary of Terms
More informationSYMBOL DESCRIPTION TRAFFIC CONTROL SIGN TYPE III BARRICADE = IMPACT ATTENUATOR STRIPING KEY TRIANGLE - PAINT PLASTIC MARKING 1ST DIGIT WIDTH 4" OR 8"
TES & GUIDELINES TRAIC CONTROL DEVICES & SYMBOLS LEGEND INDEX 2. GENERAL IRMATION: THE CONTRACTOR SHALL URNISH, INSTALL AND MAINTAIN THE DEVICES IN THIS TRAIC CONTROL PLAN UNLESS OTHERWISE TED. IELD CONDITIONS
More informationLegislative Joint Transportation Committee Meeting. Arkansas Convention Center Texarkana Thursday, November 21, 2013
Arkansas State Highway and Transportation Department Legislative Joint Transportation Committee Meeting Arkansas Convention Center Texarkana Thursday, November 21, 2013 Recent Voter Approved Programs November
More informationHIGHWAY WORK ZONE DATA COLLECTION INSTRUMENT
HIGHWAY WORK ZONE DATA COLLECTION INSTRUMENT Case ID: MI Date of Investigation Respondent Employer Information 1. Is the employer the primary contractor or a subcontractor working at the site? Victim Information
More informationLETTING : CALL : 029 COUNTIES : GOODHUE
PAGE : -1 NUMBER OF DAYS: 80 BRIDGE COUNT : 2 CONTRACT DESCRIPTION : GRADING, SURFACING, LIGHTING AND BRIDGE NO. 25024. CONTRACT LOCATION: LOCATED ON T.H. 61 FROM 30' NORTH OF NORTH LAKESHORE DRIVE TO
More informationSTATE OF KANSAS DEPARTMENT OF TRANSPORTATION PLAN AND PROFILE OF PROPOSED STATE HIGHWAY FEDERAL AID PROJECT 1 PAWNEE COUNTY US-56
OF INDEX OF 1 7 FOUNDATION TREATMENT, COMPACTION & SUBGRADING DETAIL 8 SALVAGED TOPSOIL 15 SIDEROAD PLAN-PROFILE 16 RIGHT OF WAY MONUMENT INSTALLATION DETAIL SHEET -23 PAVING DETAILS 24-29 PAVEMENT DETAILS
More informationNew Jersey Department of Transportation DATE : 05/21/09 PAGE : TABULATION OF BIDS
PAGE : 131-1 CONTRACT TIME : 08/15/11 COMPLETION DATE CONTRACT DESCRIPTION : URBAN PROJECT(S) : FS-280-6(103) INTERSTATE BRIDGE PAINTING CONTRACT ROUTEI-280,CONTRACT NO.1 SIXTEEN (16) BRIDGES,CONTRACT
More informationGuidelines for the Preparation of Traffic Signal & Intelligent Transportation System Plans on Design-Build Projects August 2007
Guidelines for the Preparation of Traffic Signal & Intelligent Transportation System Plans on Design-Build Projects August 2007 INTRODUCTION Use the following Guidelines in conjunction with the Traffic
More informationFlorida Department of Transportation 605 Suwannee Street Tallahassee, FL
RICK SCOTT GOVERNOR Florida Department of Transportation 605 Suwannee Street Tallahassee, FL 32399-0450 ANANTH PRASAD, P.E. SECRETARY November 28, 2011 MEMORANDUM NO.: ITB-DOT-10/11-9048-JP-2 TO: FROM:
More informationAUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES
AUTOMATED TRAFFIC SIGNAL PERFORMANCE MEASURES ITS California Technical Session 9 - Innovative Technology for Local Cities Thursday, October 16, 2014 Mark Taylor, P.E., PTOE Traffic Signal Operations Engineer
More informationSTRUCTURED PAVEMENT MARKINGS 90 TH ANNUAL TRANSPORTATION SHORT COURSE TRAFFIC OPERATIONS SESSION I PRESENTED BY HERBERT BICKLEY, P.E.
STRUCTURED PAVEMENT MARKINGS 90 TH ANNUAL TRANSPORTATION SHORT COURSE TRAFFIC OPERATIONS SESSION I PRESENTED BY HERBERT BICKLEY, P.E. PRODUCTS AND PROCESSES Structured markings have been in use for some
More informationConstruction Plan Reading Basics & Applications
Construction Plan Reading Basics & Applications July 12 th, 2016 / 4 p.m. Richland County Transportation Penny Office Instructor Ben W. Lewis, PE Welcome & Introductions Instructor Ben W. Lewis, PE Project
More informationAGRICULTURE (AG) BUILDING
(E) FLOAT A PIER 2 OUTLINE OF FORMER FERRY RMINAL FERRY BUILDING PLAZA PLATFORM FENCE LEGEND: FERRY BUILDING EXISTING FERRY PLAZA CONCRE DECK (E) PORTAL RELOCAD 42IN GUARD RAIL AND 8FT CONCRE (E) 42IN
More informationLARAMIE COUNTY PLANNING & DEVELOPMENT OFFICE 3966 Archer Pkwy Cheyenne, WY Phone (307) Fax (307)
3966 Archer Pkwy Cheyenne, WY 82009 planning@laramiecounty.com Phone (307) 633-4303 Fax (307) 633-4616 SITE PLAN REVIEW PROCESS 1. Pre-Application Meeting: The applicant shall meet with a Laramie County
More informationINVITATION TO BID. * EA Mounted) 24 Detector Card (NEMA TS-2) * EA 25 Concrete Curb Ramp *848 5 EA
INVITATION TO BID TOWN OF CARY Cary, North Carolina Sealed bids must be submitted no later than 1:30 p.m. on October 1, 2018 to the Town of Cary at the office of the Transportation and Facilities Department],
More informationChapter 25. Lighting Plans
Chapter 25 Lighting Plans The following are changes, additions or deletions to the January 2014, Topic #625-000-008, Plans Preparation Manual (PPM), for use on Turnpike projects only. 25.1 General Replace
More informationMAINTENANCE OF TRAFFIC &
2/28/2015 5:05:15 PM d106136001k(01).dgn MANAGER Dave Covington, P.E. (540) 292-3802 VA. 29 1K(1) TRANSPORTATION OPERATIONS (TO) PLAN A). THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING: 1. POST A LIST
More informationSection 7 Specification 7.2 Painted Roadway Lines TABLE OF CONTENTS
TABLE OF CONTENTS 7.2 PAINTED ROADWAY LINES... 1 7.2.1 GENERAL... 1 7.2.1.1 Description... 1 7.2.1.2 Contractor Quality Control Inspection Plan... 1 7.2.2 MATERIALS... 1 7.2.3 EQUIPMENT... 1 7.2.3.1 General...
More informationGuidelines for the Preparation of ITS & Signal Plans by Private Engineering Firms
Guidelines for the Preparation of ITS & Signal Plans by Private Engineering Firms INTRODUCTION Use the following Guidelines in conjunction with the ITS & Signals Scope of work provided in the Project Scoping
More informationMaintenance of Traffic sequence of operations including any phasing and detour maps;
All Local-let projects are required to have a Stage 2 submittal to the LPA Manager for review. The only exceptions are 2-lane resurfacing, striping, guardrail, and raised pavement markers, unless otherwise
More information2. Remove from the Standard Plate manual: Standard Plate Index, Sheets 1-4 of 4, Numerical Index of Standard Plates (August 31, 2012)
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-04) MANUAL: Standard
More informationLincoln County Public Works Water and Sewer Submittal Application
Lincoln County Public Works Water and Sewer Submittal Application 1. Date Submitted: Submittal Number: 2. Project Name of Project: 3. Project Address/Location: 4. Owners Name: Address: Contact Number:
More information50.24 Type, Size and Location Plans for Culverts, Bridges and Culvert Bridges
50.24 Culverts, Bridges and Culvert Bridges Type, Size and Location (T, S & L) Plans shall be required for all Bridges, Culvert Bridges and Culverts of eight-foot (8') clear span or greater as follows:
More information(Y Roadway Production Division
PALM BEACH COUNTY ENGINEERING & PUBLIC WORKS DEPARTMENT Department of Engineering and Public Works P.O. Box 21229 West Palm Beach, FL 33416-1229 (561) 684-4000 FAX: (561) 684-4050 www.pbcgov.com Palm Beach
More informationAppendix D Answers To Chapter Review Questions
Appendix D Answers To Chapter Review Questions Chapter 1 Standard Practices 1. The purpose of pavement markings is to communicate information about the traveled roadway so motorists can safely reach their
More informationINDEX TO CLAUSES PART 1 - GENERAL
[PROJECT NAME] PAVEMENT INDEX TO CLAUSES PART 1 - GENERAL 1.1 Work Included 1.2 Related Sections 1.3 Reference Standards 1.4 Shop Drawings 1.5 Codes, Bylaws, Ordinances and Regulations 1.6 Certificates
More informationThe Shoppes at Forney Crossings
F M 548 U.S. HWY 80 U.S. HWY 80 F M 688 F M 548 COOL SPRINGS F M 1641 F M 548 TROPHY BUGLE CALL PHESANT WHITE PORCH SPINAKER The Shoppes at Forney Crossings 18' 14'-8" 18' 15'-8 1 2 " 14' 7' 23'-0" 21'-0"
More informationPLAN RATINGS & COMMON ERRORS TO WATCH FOR IN PLANS
PLAN RATINGS & COMMON ERRORS TO WATCH FOR IN PLANS Project Design Services Unit June 2018 http://ihub/projectdelivery/design/index.html PROJECT RATING FORM This is filled out for ALL Process B projects.
More informationStandard Plate 7036 is discontinued. It is replaced by Standard Plan Pedestrian Curb Ramp Details.
DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management & Technical Support, Design Support Section TRANSMITTAL LETTER NO. (12-02) MANUAL: Standard Plates DATED: May 11, 2012 SUBJECT: Standard
More informationCHAPTER 1: TITLE SHEET and GENERAL LAYOUT
CHAPTER 1: TITLE SHEET and GENERAL LAYOUT AREA OF ENVIRONMENTAL SENSITIVITY It is important to show the areas of environmental sensitivity in the plan to make sure these areas are not impacted. These locations
More informationROUTES: 65 SECTIONS: miles in length. THE FOLLOWING ITEMS AND APPROXIMATE QUANTITIES ARE INVOLVED:
ARKANSAS DEPARTMENT OF TRANSPORTATION CA0801 HWY. 110 - CLINTON (WIDENING) (S) FEDERAL AID PROJECT ACNHPP-0071(31) THE PURPOSE OF THIS PROJECT IS TO WIDEN HIGHWAY 65 IN VAN BUREN COUNTY. THIS PROJECT CONSISTS
More informationCurrent Standard Plates including Transmittal Letters are available on the web at:
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-04) MANUAL: Standard
More information112" 72" 40" BIKE LANE MARKING SHARED LANE MARKING PAVEMENT MARKING DETAILS N.T.S. GENERAL NOTES
8 SB RTE ON RAMP " 0" GENERAL NOTES 7" SHARED LANE MARKING ' ' ' BIKE LANE MARKING PAVEMENT MARKING DETAILS N.T.S. YIELD LINE. ALL SIGNS SHALL HAVE A MINIMUM CLEARANCE BETWEEN THE EDGE OF SIGN AND THE
More informationPUBLICATION 213. Think Safety First
PUBLICATION 213 (67 PA CODE, CHAPTER 212) Think Safety First Pub 213 (02-08) Appendix Appendix A - Temporary/Portable
More informationFlorida's Turnpike Enterprise Roadway Phase III (90%) & Phase IV (100%) Check List Per FDM and TDH Part 3
Notes to Reviewers Section 301 Design Exceptions, Variation, and Technical Memorandums Special directives date and source Key Sheet Section 302 Location Map w/ location of project on map All applicable
More informationDEVELOPMENT PLAN CHECKLIST
Project Identification Information: DEVELOPMENT PLAN CHECKLIST 1.0 GENERAL 1.1 Additional information as required by specific Land Use 1.2 All sheets to include sheet number ( of ) 1.3 Seal and signature
More informationSUBJECT: Standard Plate 9102 Turf Establishment Areas At Pipe Culvert Ends
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (17-03) MANUAL: Standard
More information10010 RECORD DRAWING INFORMATION
SECTION 10000 RECORD DRAWING CHECK LIST All entities who construct public infrastructure, private streets, private storm drain collection systems and travel lanes, shall submit to the Town of Cary Engineering
More informationSTANDARD DRAWINGS INDEX MODIFIED FOR CENTRAL REGION Revised August 6, 2018
SYMBOLS STANDARD DRAWINGS INDEX No Statewide Standard - Use Regional A3 Legend Detail Sheet BRIDGE AND STRUCTURES B-08.00 Bin Walls 1 CONSTRUCTION-BARRICADES AND SIGNING C-04.12 Location of Double Traffic
More informationWELCOME. Open House. meeting is downstairs in the Foot Room RED WING BRIDGE PROJECT. US 63 River Bridge and Approach Roadways.
WELCOME RED WING BRIDGE PROJECT US 63 River Bridge and Approach Roadways Open House meeting is downstairs in the Foot Room November 2016 Plum/3rd Street Traffic Control Change Signal to All-Way Stop Plum
More informationCITY OF BEVERLY HILLS Department of Public Works and Transportation Civil Engineering Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST
CITY OF BEVERLY HILLS Department of Public Works and Transportation Civil ing Division SANITARY SEWER IMPROVEMENT PLAN REVIEW CHECKLIST The following checklist consists of the minimum requirements for
More informationPorter County Plan Commission
Plan Type: Development Plan Administrative DRC PC Primary Plan Administrative DRC PC Secondary Plat/Replat Administrative DRC PC PUD Conceptual Detailed Final Project Information Project Name: Developer
More informationAPPROXIMATE QUANTITIES PROPOSED TENNESSEE DEPARTMENT OF TRANSPORTATION February 10, 2017 LETTING
COUNTY: BLEDSOE, GRUNDY, MARION, SEQUATCHIE (CNR914) 001 PROJECT: 98029-4230-04 TYPE: Mowing and/or Litter Removal LENGTH: Project Length: 364.990 miles WRK DAY: On or before December 31, 2017 806-01 MOWING
More informationSurvey Data and TOPO Checklist
Checklists Survey Data and TOPO Preliminary Plan Field Review Plans o Field Review Erosion Control Right-of-Way and Utility Meeting Plans Final Plan Field Review Plans Methods of Plan Markups Plan-in-Hand
More informationCENTENNIAL RD PEARIDGE RD WHITESIDES RD HUDLOW RD RUTH SPINDALE ST SPINDALE BUS OAK ST CHERRY MTN ST ALT PINEY RIDGE RD OAK ST S.
D Scenic Driving Tour 2 South Mountains Game Lands MCDOWELL CO. 2 JONESTOWN RD. E 1001 Golden Valley 1713 GOLDEN VALLEY CHURCH RD BOSTIC SUNS HINE HWY Sunshine DUNCANS CREE K RD 1 2 CLUB CREEK RD ring
More informationSouth Carolina DOT Collision Diagram Tool
South Carolina DOT Collision Diagram Tool Bruce Aquila Intergraph Corporation Monday October 27th, 2014 Introduction Background Purpose Goals Prior Process Challenges New Approach Benefits The Future Background
More informationI-85 Integrated Corridor Management. Jennifer Portanova, PE, CPM Sreekanth Sunny Nandagiri, PE, PMP
Jennifer Portanova, PE, CPM Sreekanth Sunny Nandagiri, PE, PMP SDITE Meeting, Columbia, SC March 2017 Agenda The I-85 ICM project in Charlotte will serve as a model to deploy similar strategies throughout
More informationSchedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, Unit 8 The Centre Holywell Business Park Northfield Road Southam Warwickshire CV47 0FP Contact: Mr N Morgan Tel: +44 (0)1926 812066 Fax: +44
More informationChapter 7. Figures. The following good practices can help to maximize the effectiveness of figures in NEPA documents:
Examples of Effective Techniques for Improving the Quality of Environmental Documents Chapter 7. Figures Figures help to enhance readability by enabling a reader to visualize conditions that are described
More informationI-45 INNOVATIVE TECHNOLOGY IN CONSTRUCTION
I-45 INNOVATIVE TECHNOLOGY IN CONSTRUCTION Fernando Pizarro Quintanar, P.E. Area Manager, Webber James Kennedy Sr. Project Manager, Webber PRESENTATION OUTLINE WHY INNOVATION IN CONSTRUCTION? WHAT MAIN
More informationSchedule of Accreditation issued by United Kingdom Accreditation Service 2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, UK
2 Pine Trees, Chertsey Lane, Staines-upon-Thames, TW18 3HR, Unit 8 The Centre Holywell Business Park Northfield Road Southam Warwickshire CV47 0FP Contact: Mr N Morgan Tel: +44 (0)1926 812066 Fax: +44
More informationMODULE 10: INTELLIGENT TRANSPORTATION SYSTEMS: SMART WORK ZONES LESSON 1: WORK ZONE SAFETY
MODULE 10: INTELLIGENT TRANSPORTATION SYSTEMS: SMART WORK ZONES LESSON 1: WORK ZONE SAFETY Connected vehicle (CV) safety applications are designed to increase awareness of what is happening in the environment
More informationSUBJECT: Standard Plate Turf Establishment Areas (at Pipe Culvert Ends)
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-01) MANUAL: Standard
More informationSAMPSON COUNTY, January 7, 2019 NORTH CAROLINA. Required Board of Health Training (County Administration Building Conference Room)
SAMPSON COUNTY, January 7, 2019 NORTH CAROLINA Item 1: Required Board of Health Training (County Administration Building Conference Room) The Sampson County Board of Commissioners met in the County Administration
More informationWork Type Definition and Submittal Requirements 14.6 Signing Plan Design & Special Provisions. Work Type Definition
Work Type Definition Pages 1-3 detail the work type definition. In order to become pre-qualified for this work type, please see the Work Type Submittal Requirements on pages 4-6. I. Description Signing
More informationSECTION 1 - GENERAL REQUIREMENTS
SECTION 1 - GENERAL REQUIREMENTS 1.1 GENERAL All plans must be provided to Alberta Transportation (AT) in hardcopy and digital formats. Beginning with the 2003 Highway and Bridge tender submissions, all
More informationJointing Rural Intersections
Design Manual Chapter 5 - Roadway Design 5G - PCC Pavement Joints 5G-4 Jointing Rural Intersections This section describes how to joint rural intersections by following the guidelines outlined in Iowa
More informationUpdated: April 7, 2016
Updated: April 7, 2016 Hwy 36 to Lexington Ave. Add a lane in each direction Recommend a MNPASS Lane Several spot improvements to roadway included Concrete pavement Noise walls will be evaluated Replace
More informationManhole or Catch Basin Type A & B Cone Sections Precast - Design F Manhole or Catch Basin Cover (Reducer Cone Section Precast) Design D
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Program Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (14-02) MANUAL: Standard
More informationDEVELOPMENT SERVICES SITE PLAN SUBMITTAL 2.2.3
DEVELOPMENT SERVICES SITE PLAN SUBMITTAL 2.2.3 Unified Development Code (UDC) Article 2, Applications, Procedures and Criteria provides the steps for applying the Unified Development Code standards to
More informationShow all your work for full credit!! Reference ODOT
CIVE=3520 Transportation Engineering 2 Midterrn No. 1 Name: OJÿ_en Book & Notes Show all your work for full credit!! Reference ODOT Fÿures that you use!! Also make sure that you answer theÿtion that is
More informationLETTER OF TRANSMITTAL
1730 VARSITY DRIVE, SUITE 500, RALEIGH, NC 27606 TEL (919) 233-8091 FAX (919) 233-8031 LETTER OF TRANSMITTAL ADDRESS: ATTENTION: 80-A East Street Pittsboro, NC 27312-0130 Lynn Richardson Chatham County
More informationINSTRUCTIONS: 1. Record the transmittal letter number, date, and subject on the transmittal record sheet located in the front of the manual.
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Technical Support Design Services Section TRANSMITTAL LETTER NO. (0-03) MANUAL: Standard Plates DATED: September
More informationExpressway Authority Standards for Preparation of Signing and Pavement Marking Plans
Expressway Authority Standards for Preparation of Signing and Pavement Marking Plans Expressway Authority Standards for Preparation of Signing and Pavement Marking Plans 408 414 417 429 451 528 CENTRAL
More informationNRE DESIGN PARK SITE DEVELOPMENT PLANS SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY OF NAPLES, COLLIER COUNTY, FLORIDA
SITE DEVELOPMENT PLANS LEGAL SUBJECT PROPERTY SECTION 3 TOWNSHIP 50 SOUTH, RANGE 25 EAST CITY, COLLIER COUNTY, FLORIDA PROPERTY OWNER: ENTERPRISE PLAZA LLC 404 CITATION PT, FL 34104 GULF MEXICO PREPARED
More informationDeep Creek Canyon US Highway 12
Deep Creek Canyon US Highway 12 ABC Techniques in Rural Montana Jim Scoles Morrison-Maierle 1 Location Deep Creek Canyon US Highway 12 Helena National Forest Great Falls Map of mid MT showing Location
More informationHwy 36 to Lexington Ave. Add a lane in each direction Recommend a MNPASS Lane Several spot improvements to roadway included Concrete pavement Noise
Hwy 36 to Lexington Ave. Add a lane in each direction Recommend a MNPASS Lane Several spot improvements to roadway included Concrete pavement Noise walls will be evaluated 2 Approximate $200 million construction
More informationACE VENTURA ROUTE INSTRUCTIONS GROUPS R and X September 8, 2012
ACE VENTURA ROUTE INSTRUCTIONS GROUPS R and X September 8, 2012 1 Please read the General Rules and Regulations carefully. Ask a rally worker for clarification if necessary. Drive safely and legally at
More informationGuide Sign Policy for Secondary State Highways Edition
Massachusetts Highway Department, Ten Park Plaza, Boston, MA 02116-3973 ` Guide Sign Policy for Secondary State Highways 2005 Edition Revised September 2005 1. PURPOSE The Massachusetts Highway Department
More information24" B B Joint X501 Joint See MARKINGS Note PCB-RXX-350-TL3 " X501 Y301 (Typ.) " A PLAN (reinforced casting option shown) A " dia. Hinge Bar (Typ.) NOT
B B Joint Joint See MARKINGS Note PCB-RXX-350-TL3 " Y301 (Typ.) " A PLAN (reinforced casting option shown) A " dia. Hinge Bar (Typ.) NOTES GENERAL: This barrier may be manufactured with reinforcing steel
More informationB PERMANENT INTERMEDIATE SIGNS AND SUPPORT SYSTEMS - SSP 799S17
B799-10 - PERMANENT INTERMEDIATE SIGNS AND SUPPORT SYSTEMS - SSP 799S17 799-4.1 GENERAL A permanent ground mounted intermediate sign support system is defined as a permanent sign(s) and its breakaway support
More informationTutorial 4: Overhead sign with lane control arrows:
Tutorial 4: Overhead sign with lane control arrows: SignCAD Analysis The sign above splits multilane freeway traffic into two routes/destinations. It uses the overhead lane control arrows. The top half
More informationTABULATION OF QUANTITIES
TABULATION OF QUANTITIES PAY ITEM UNIT NUMBERS S-8 S-9 S-0 S- S- S-3 S-4 S-5 S-6 S-7 TOTAL THIS GRAND TOTAL REF. PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL PLAN FINAL
More informationCHAPTER 3 INFORMATION REQUIRED FOR PUBLIC IMPROVEMENT CONSTRUCTION PLANS TABLE OF CONTENTS
CHAPTER 3 INFORMATION REQUIRED FOR PUBLIC IMPROVEMENT CONSTRUCTION PLANS TABLE OF CONTENTS Section Title Page 3.1 General... 3-1 3.1.1 Plan Set...3-1 A. Loveland (City Limits Only)...3-1 3.1.2 Final Mylars...3-1
More informationCity of Massillon Site Plan Checklist
City of Massillon Site Plan Checklist The following information MUST be included with all Site Plans submitted for review and processing in order to constitute a complete Site Plan Package. Incomplete
More informationC. For cold-applied tape, the pavement temperature shall be at least 70 F.
SECTION 6100 - PAVEMENT MARKING (THERMOPLASTIC) PART 1 - GENERAL 1.01 SCOPE: This Section covers hot-applied, extruded thermoplastic and cold-applied tape for white and yellow pavement marking. Topics
More informationPlan Preparation Checklist
Appendix D Plan Preparation Checklist It is the responsibility of the Designer to complete and submit this checklist along with all required drawings for OUC (EFP) Review. All drawings submitted for OUC
More informationBID SET FEBRUARY 2016 CONTRACT PLANS SIGNING AND PAVEMENT MARKING PLANS CENTRAL FLORIDA EXPRESSWAY AUTHORITY SR 429 (WEKIVA PARKWAY)
BEE LINE EXPRESSWAY CHIPLEY 0 FORT WALTON PENSACOLA BEACH PANAMA CITY TALLAHSEE 75 0 LAKE CITY 95 95 JACKSONVILLE ST AUGUSTINE CONTRACT S GAINESVILLE OCALA DAYTONA BEACH SR 49 (WEKIVA PARKWAY) DELAND 4
More informationSUBJECT: Standard Plates 4132, 4155, Drainage Structures and Castings Info
MINNESOTA DEPARTMENT OF TRANSPORTATION DEVELOPED BY: Design Standards ISSUED BY: Office of Project Management and Technical Support, Design Support Section TRANSMITTAL LETTER NO. (18-01) MANUAL: Standard
More informationDESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA
DESIGN GUIDELINES (SD) COUNTY OF ALAMEDA PUBLIC WORKS AGENCY 399 ELMHURST STREET HAYWARD, CA 94544-1395 PUBLIC WORKS DESIGN GUIDELINES TABLE OF CONTENTS SD-100 SERIES SPECIAL DRAWINGS SD-100 8/1991 SILT
More informationAPPLICATION FOR SITE PREPARATION PERMIT
Engineering Division 550 Landa Street New Braunfels, Texas 78130 (830) 221-4020 1. Subdivision/Plat Name: Location Description/ Nearest Intersection: Acreage: APPLICATION FOR SITE PREPARATION PERMIT No.
More informationGREEN HILLS REGIONAL TRNASPORTION NEEDS ASSESSMENT CURRENT EFFECTIVE DATE JANUARY Produced by The Green Hills Regional Planning Commission
GREEN HILLS REGIONAL TRNASPORTION NEEDS ASSESSMENT CURRENT EFFECTIVE DATE JANUARY 2009 Produced by The Green Hills Regional Planning Commission 1 County: Caldwell Source: RTP Needs Assessment 06 Rt: US
More informationGeorgia Underground Marking Standards
Georgia Underground Marking Standards PSC RULE 515-9-4.14 414 GUFPA PSC Rules AGENDA Marking Standards d Sufficient Particularity Educational Materials GUFPA Law and PSC Rule GUFPA- Dig Law Passed by the
More informationActive Temporary Disaster Debris Staging Sites
BRUNSWICK TIMBER CREEK DS10-026 YW/LC 6 TIMBER CREEK LANE BALD HEAD ISLAND BRUNSWICK IKE WILLIAMSON SITE DS10-039 YW/LC/C&D ~2 ACRES SHALLOTTE OFF HALE SWAMPT RD (SR 1154) NE OF SHALLOTE AIRPORT BRUNSWICK
More informationCurrently 2 vacant engineer positions (1 Engineer level, 1 Managing Engineer level)
INDOT Agency Factoids (System/Comm.) Number of signalized intersections- 2570 200 connected by fiber 300 connected by radio 0 connected by twisted pair 225 connected by cellular 1500 not connected to communication
More informationI-20 East Texas Corridor Implementation Plan DALLAS DISTRICT Updated May Install cable barrier system in median
I-20 East Texas Corridor Implementation Plan DALLAS DISTRICT Updated May 2016 AE-1 Median Barrier I-635 to Kaufman County Line AF-1 Lawson Road to Kaufman County Line Install cable barrier system in median
More informationTransportation Safety Division Price Catalog
Transportation Safety Division 2018 Price Catalog February 1, 2018 Policies Guide 1 For general inquiries and ordering information, contact: Customer Service Phone: 800-553-1380, prompt 1 Fax: 800-591-9293
More informationDate: October 17, To: All Prospective Bidders. Re: Addendum No 3. Questions and Answers and Construction Document Changes
Date: October 17, 2016 To: All Prospective Bidders Re: Addendum No 3. Questions and Answers and Construction Document Changes This addendum sets forth changes and/or information as referenced and is hereby
More informationSurvey Control Point Observations
Level Name SURVEY_CTRL SURVEY_CTRL_CHK_NODE SURVEY_CTRL_NODE SURVEY_CTRL_OBS SURVEY_CTRL_REF_SYM SURVEY_CTRL_SETUPS SURVEY_CTRL_SYM SURVEY_CTRL_TXT SURVEY_DTM_BREAKLINE SURVEY_DTM_BREAKLINE_NODE SURVEY_DTM_CHECK_NODE
More informationTABLE OF CONTENTS 1200 PLAN PREPARATION
1200 PLAN PREPARATION TABLE OF CONTENTS PAGE 1201 General Plan Sheet Information... 12-1 1201.1 Introduction... 12-1 1201.2 Unit of Measure... 12-1 1201.3 Plan Sheet Materials and File Format... 12-1 1201.4
More information