Examples of Standard Drawings can be found in Section 2 of the Bridges and Structures Design. of NJ site nor its operators review any of the services, information and/or Is all proposed construction including silt fence, wing walls, guiderail, slopes, drainage pipes, detention basins, etc. "New Jersey Department of Transportation Standard Roadway/Traffic/Bridge Construction Details," 2016 edition, . Structural Plan Development The project limits are shown on the plans. Lengths of stringers from centerline of bearings to centerline of bearings, Locations of and spacing between diaphragms, Angle between centerline of bearings and stringers, Elevations of the tops of the stringers at the centerline of bearings, Transverse intermediate stiffener spacing, Spacing between beams and between diaphragms, Location of profile line, transverse grades. Google Details of epoxy waterproofing pay limits. Have utility agreement plans been submitted and approved? More than 20 years of experience as a project manager, client manager and lead structural engineer for the design . Carson City, Nevada 89712. Have reduced productivity rates for night work and limited work hours been considered in the bar chart in setting the completion date, and also for the contractor and Utility Companies? Phone: (775) 888-7070. Have SHPO, hazardous and 4(f) concerns been addressed? There may be one or more sheets under this heading. These documents are also available on the Departments Web site and through the Engineering Documents Unit. Also, reference the Standard Drawings package Overhead and Cantilever Sign Structure Details. Has the establishment of the Mean High Water been performed in the field?. The NJDOT e-STIP serves as an excellent reference for the general public as well. Does the location of lighting units show on the plans? It may also include additional clarification on what additional work is or is not included. E-10 LIGHTING STANDARD ANCHOR BOLT DETAILS. Any financial document contained on the Investor Page is marked with a date (the Dated Date) and speaks only as of that Dated Date, which may be prior to the date it is posted on this website. Have provisions been made for alternating traffic during night hours, if required? Conditions of the Stream Encroachment Permit have been incorporated in the plans, if applicable. Materials - specifies the materials to be used and how they will be tested. FAQs All pay items are indicated, contract quantities are shown on plans and estimate sheets and specified in the standard or Special Provisions. Top view of the centerlines of the beams and diaphragms. Applicable details which apply to the structure should be indicated or the plan sheet should be marked "OMIT" for the non applicable details. FOIA Requests Has existing curve data been re-established in the field? parties that are provided as a convenience, such as Google Translate. For questions, call the Bureau of Landscape Architecture and Urban Design. Weather & Travel, Contact Us This information is provided by NJTA on a voluntary basis to assist the investing public, including bondholders, rating analysts, financial advisors, or any other members of the investment community. The Investor Page is provided for the users convenience, but may not provide all information that may be of interest or material to investors. Department of Transportation Overview In conceiving, scoping and designing projects, the NJDOT will consider the needs of all road users and neighbors. within either existing or proposed right-of-way lines? List of all new and revised items since the previous submission. Has non-vegetative surface been included under guiderail? Details of epoxy seal coat payment lines. Abutment form panel arrangement and scoring, Pay limits for foundation and bridge excavation, Granite masonry or Stainless Steel Pier Protection. Street Reconstruction Full reconstruction of streets provides long-term upgrades to the roadway and the underlying infrastructure, addressing serious issues related to a street's condition and design. Relative locations of existing bridges to be altered or demolished. This lists the criteria in designing the structure such as applicable specifications (AASHTO, AREAMA), minimum design loading and permissible increases in allowable stresses. NJTA is under no obligation to update any information included on the Investor Page. The purpose of the Environmental Plan Sheet is to provide the Project Manager, designer, Resident Engineer and construction contractor an easy way to monitor, update and implement during construction all environmental commitments and permit conditions on a project. It will also graphically indicate the location of any sensitive environmental resources, land uses and/ or other properties. Have all the requirements of the "Guidelines for Landscape Architectural Consultants" been met? Voting & Elections Contractors are contractually required to follow the "New Jersey Department of Transportation Standard Specifications for Road and Bridge Construction, 2019" (pdf 5.2m) and applicable Special Provisions as part of the Contract. Certain statements included or incorporated by reference in the documents on the Investor Page constitute projections or estimates of future events, generally known as forward- looking statements. Google This checklist is a comprehensive tool designed to assist the designer in ensuring that the contract documents are developed in accordance with applicable standards and guidelines. Google With any new non-standard item, a complete specification electronic file, hard copy and a set of the associated plans and details covering that item shall be submitted directly to the respective SDG(s) associated with that item. The SDG(s) will provide a printed copy of their revised Project Specific SIportions and FDS review comments to Quality Assurance for resolution and for the DPS&E development and Certification by the Designer (outstanding issues will be resolved prior to submitting the DPS&E). Bridge number (7 digits). Tax Center purported language translation. General Notes indicating design criteria and hydrologic data. Design values are presented in this document in both metric and U.S. customary units and were developed independently within each system. Construction Requirements - specifies the methods, equipment and performance required to complete the work. Instead, the notation should read (10 spaces @ 6' 2" = 61' 8"). For Roadway involvement it would be sent to Quality Assurance. The Investor Page is not intended to replace any information or consultation provided by a professional financial or investment advisor. Notes that indicate any other specific Department commitment to local authorities (e.g., no work during a towns Shad Festival, no night work adjacent to a hospital, etc.). 2019: January 1: Vol 1, Vol 2, Vol 3, Vol 4: Vol 1, Vol 2, Vol 3, Vol 4: 2018: January 1: May 1: September 1: 2017: . All designers are cautioned not to commit to any project design cost or schedule which will prevent the designer from performing the necessary quality control and quality assurance requirements in producing accurate plans and other contract documents. Quality Assurance or in house Production Team will then provide one Master Special Provisions to the Project Manager for submission with the PS&E package. The sheets will clearly indicate areas where the contractor is not permitted to enter upon, store materials or construct in, such as adjacent wetlands, contaminated property, historic sites or parks. Do the plans and specifications provide for clean-up? University of Nevada-Las Vegas. reason. Please call 505-469-4983) Is permit time compatible with the project schedule? Copies of the list are sent to the designer and Quality Assurance. Estimated quantities of the items incorporated in the pier. Does the structural staging match the proposed traffic control? Has a wetland mitigation plan been prepared and approved by NJDEP? Press Releases A separate virus-free disk with the electronic files for each discipline of all revised and new inserts shall also be provided to the respective SDG(s). Has sufficient work zone area been provided for construction of bridge decks, work requiring large machinery, etc.? Environmental Plan The specifications must not duplicate or be inconsistent with what is on the plans. Toll Schedules, Toll Calculators, & Discount Programs, BF-01 BRIDGE FENCING SAFETY WALK AND PARAPET MOUNTED, BF-03 BRIDGE FENCING BARRIER PARAPET MOUNTED, BR-10 LAMINATED ELASTOMERIC BEARING DETAILS, BR-15 PARAPET LIGHTING BLISTER AND TYPE D JUNCTION BOX DETAILS, BR-16 BOX GIRDER HATCH COVER AND DRAINAGE DETAILS, CM-01 OVERHEAD SPAN HCMS SUPPORT STRUCTURES, GENERAL TRUSS AND SIGN LAYOUT, CM-02 OVERHEAD SPAN HCMS SUPPORT STRUCTURES, PLAN AND ELEVATION - MAINLINE STRUCTURE, CM-03 OVERHEAD SPAN HCMS SUPPORT STRUCTURES, PLAN AND ELEVATION - RAMP STRUCTURE, CM-04 OVERHEAD SPAN HCMS SUPPORT STRUCTURES, TRUSS AND FIELD SPLICE DETAILS, CM-05 OVERHEAD SPAN HCMS SUPPORT STRUCTURES, TRUSS AND FENCE DETAILS, CM-06 OVERHEAD SPAN HCMS SUPPORT STRUCTURES, DOOR DETAILS, CM-07 OVERHEAD SPAN HCMS SUPPORT STRUCTURES, END FRAME DETAILS, CM-08 OVERHEAD SPAN HCMS SUPPORT STRUCTURES, ACCESS LADDER AND PLATFORM DETAILS, CM-09 OVERHEAD SPAN HCMS SUPPORT STRUCTURES, CABLE ROUTING AND HCMS MOUNTING DETAILS, CM-10 OVERHEAD SPAN HCMS SUPPORT STRUCTURES, BILL OF MATERIALS, CM-11 OVERHEAD SPAN HCMS SUPPORT STRUCTURES, BRACKET DETAILS - 1, CM-12 OVERHEAD SPAN HCMS SUPPORT STRUCTURES, BRACKET DETAILS - 2, CU-02 CONCRETE SIDEWALK AND CURB RAMP DETAILS, CU-03 LIP CURB AND CONCRETE CURB TRANSITIONS FOR GUIDE RAIL, CU-04 LIP CURB AND INLET TREATMENT AT BRIDGE STRUCTURES, DR-04 ALTERATIONS OF MANHOLES, INLETS AND MISCELLANEOUS DETAILS, DR-05 CONCRETE GUTTER AND SLOPE DRAIN DETAILS, DR-09 BLEEDER DRAINS, UNDERDRAINS AND SUBBASE OUTLET DRAIN, E-04 TYPE H POLE-TOP LUMINAIRE MOUNTING ASSEMBLIES, E-05 TYPE V POLE-TOP LUMINAIRE MOUNTING ASSEMBLIES, E-06 HIGHMAST LIGHTING STANDARD DETAILS - 1, E-07 HIGHMAST LIGHTING STANDARD DETAILS - 2, E-09 TRANSFORMER BASE AND POLE GROUNDING DETAILS, E-10 LIGHTING STANDARD ANCHOR BOLT DETAILS, E-18 ROADWAY LIGHTING INSTALLATION DETAILS - 1, E-19 ROADWAY LIGHTING INSTALLATION DETAILS - 2, E-20 ROADWAY LIGHTING INSTALLATION DETAILS - 3, FE-01 CHAIN LINK FENCE AND FARM FENCE DETAILS - 1, FE-02 CHAIN LINK FENCE AND FARM FENCE DETAILS - 2, FX-01 FOUNDATION EXCAVATION AND POROUS FILL - 1, FX-02 FOUNDATION EXCAVATION AND POROUS FILL - 2, GR-06 ANCHORAGE AND TERMINAL GRADING AND ROADSIDE RECOVERY AREA, GR-09 BERM SURFACING AND GUIDE RAIL DELINEATOR, GR-10 BEAM GUIDE RAIL AND POST TREATMENTS, GR-18 THRIE BEAM TRANSITION SECTIONS AND ATTACHMENTS, ITS-01 ITSS GENERAL NOTES, LEGEND AND ABBREVIATIONS - 1, ITS-02 ITSS GENERAL NOTES, LEGEND AND ABBREVIATIONS - 2, ITS-09 ITS EQUIPMENT PLATFORM TYPE 1 DETAILS, ITS-10 ITS EQUIPMENT PLATFORM TYPE 2 DETAILS - 1, ITS-11 ITS EQUIPMENT PLATFORM TYPE 2 DETAILS - 2, ITS-12 ITS EQUIPMENT PLATFORM TYPE 3 DETAILS - 1, ITS-13 PLATFORM MOUNTED ITS EQUIPMENT PROTECTION DETAIL, ITS-14 ITS EQUIPMENT PLATFORM TYPE 4 DETAILS - 1, ITS-15 ITS EQUIPMENT PLATFORM TYPE 4 DETAILS - 2, ITS-24 TRAFFIC DETECTION STATION DETAILS - 1, ITS-25 TRAFFIC DETECTION STATION DETAILS - 2, ITS-29 DUCT BANK AND JUNCTION BOX TYPE PS DETAILS, ITS-31 ITS COMMUNICATIONS DIAGRAMS - ANALOG, ITS-31A ITS COMMUNICATIONS DIAGRAMS - DIGITAL, ITS-32 CCTV CAMERA - 40FT POLE INSTALLATION DETAILS, ITS-33 CCTV CAMERA, POLE MOUNTED WITH LOWERING DEVICE DETAILS - 1, ITS-34 CCTV CAMERA, POLE MOUNTED WITH LOWERING DEVICE DETAILS - 2, ITS-37 HCMS GENERAL NOTES, LEGENDS, AND ABBREVIATIONS - 1, ITS-43 ITS EQUIPMENT PLATFORM TYPE 5 DETAILS - 1, ITS-44 ITS EQUIPMENT PLATFORM TYPE 5 DETAILS - 2, ITS-48 TRAFFIC DETECTION STATION DETAILS - 3, MB-02 CONCRETE MEDIAN BARRIER, PROTECTION, MB-3 MODIFIED CONCRETE MEDIAN BARRIER, PROTECTION, MB-4 CONCRETE MEDIAN BARRIER, PROTECTION REINFORCEMENT DETAILS, SI-14 SPAN TYPE SIGN STRUCTURE (ALUMINUM) TRUSS DETAILS, SI-15 SPAN TYPE SIGN STRUCTURE (ALUMINUM) END FRAME DETAILS, SI-16A SPAN TYPE SIGN STRUCTURE (STEEL) - TRUSS DETAILS - 1, SI-16B SPAN TYPE SIGN STRUCTURE (STEEL) - TRUSS DETAILS - 2, SI-17A SPAN TYPE SIGN STRUCTURE (STEEL) - END FRAME DETAILS - 1, SI-17B SPAN TYPE SIGN STRUCTURE (STEEL) - END FRAME DETAILS - 2, SI-18A CANTILEVER SIGN SUPPORT STRUCTURES TRUSS AND POST DETAILS - 1, SI-18B CANTILEVER SIGN SUPPORT STRUCTURES TRUSS AND POST DETAILS - 2, SI-18C BUTTERFLY SIGN SUPPORT STRUCTURE DETAILS, SI-19 SIGN SUPPORT STRUCTURE - ELECTRICAL DETAILS, SI-20 CHANGEABLE MESSAGE SIGN STRUCTURE SECTIONS, SI-22 OVERHEAD AND GROUND MOUNTED FOUNDATION DETAILS, SI-22A SPAN TYPE SIGN STRUCTURE, DRILLED SHAFT FOUNDATION DETAILS, SI-22B CANTILEVER SIGN SUPPORT STRUCTURES, DRILLED SHAFT FOUNDATION DETAILS, SI-23 SPEED LIMIT SIGN INSTALLATION DETAILS, SI-27 CONCRETE MEDIAN BARRIER MOUNTED SIGN DETAILS, SI-28 VIERENDEEL SPAN TYPE SIGN STRUCTURE (SPANS FROM 60 TO 90 FEET) ELEVATIONS AND GENERAL NOTES, SI-29 VIERENDEEL SPAN TYPE SIGN STRUCTURE (SPANS FROM 60 TO 90 FEET) SECTIONS AND DETAILS - 1, SI-30 VIERENDEEL SPAN TYPE SIGN STRUCTURE (SPANS FROM 60 TO 90 FEET) SECTIONS AND DETAILS - 2, SI-31 VIERENDEEL SPAN TYPE SIGN STRUCTURE (SPANS FROM 91 TO 156 FEET) PLAN, ELEVATIONS AND GENERAL NOTES, SI-32 VIERENDEEL SPAN TYPE SIGN STRUCTURE (SPANS FROM 91 TO 156 FEET) SECTIONS AND DETAILS - 1, SI-33 VIERENDEEL SPAN TYPE SIGN STRUCTURE (SPANS FROM 91 TO 156 FEET) SECTIONS AND DETAILS - 2, SI-34 VIERENDEEL SPAN TYPE SIGN STRUCTURE (SPANS FROM 91 TO 156 FEET) SECTIONS AND DETAILS - 3, SI-35 VIERENDEEL CANTILEVER TYPE SIGN STRUCTURE (SPANS FROM 20 TO 42 FEET) ELEVATIONS AND GENERAL NOTES, SI-36 VIERENDEEL CANTILEVER TYPE SIGN STRUCTURE (SPANS FROM 20 TO 42 FEET) DETAILS - 1, SI-37 VIERENDEEL CANTILEVER TYPE SIGN STRUCTURE (SPANS FROM 20 TO 42 FEET) DETAILS - 2, SI-38 VIERENDEEL CANTILEVER TYPE SIGN STRUCTURE (SPANS FROM 20 TO 42 FEET) DETAILS - 3, SI-39 SPAN TYPE SIGN STRUCTURE FOUNDATION DETAILS (SPANS FROM 60 TO 90 FEET), SI-40 SPAN TYPE SIGN STRUCTURE FOUNDATION DETAILS (SPANS FROM 91 TO 156 FEET), SI-41 CANTILEVER SIGN STRUCTURE FOUNDATION DETAILS (FOR HSS 32 TO HSS 28 COLUMN SIZES), SI-42 MISCELLANEOUS DETAILS SIGN ATTACHMENT AND CONDUIT TERMINATION, SI-43 GROUND MOUNTED SIGNS - BREAKAWAY SINGLE POST SIGNS, SI-44 GROUND MOUNTED SIGNS - BREAKAWAY DOUBLE POST SIGNS, SI-45 GROUND MOUNTED SIGNS - NON-BREAKAWAY DOUBLE AND TRIPLE POST SIGNS, SI-46 GROUND MOUNTED SIGNS - STRUCTURE DETAILS, SI-47 GROUND MOUNTED SIGNS - DOUBLE AND TRIPLE POLE SIGNS, SL-02 TEXT DATA SHEET - REGULATORY SIGNING, SL-03 TEXT DATA SHEET - GUIDE SIGNING - 1, SL-04 TEXT DATA SHEET - GUIDE SIGNING - 2, SL-06 TEXT DATA SHEET - REFERENCE LOCATION SIGNING, SL-07 TEXT DATA SHEET - SERVICE AND OVERCROSSING SIGNING, SL-10 REGULATORY SIGNING - LEFT LANE RESTRICTIONS, SL-11 SUPPLEMENTAL GUIDE SIGNING GROUND MOUNTED ASSEMBLY, SL-14 NJ TURNPIKE OVERHEAD ENTRANCE GUIDE SIGNING - 1, SL-15 NJ TURNPIKE OVERHEAD ENTRANCE GUIDE SIGNING - 2, SL-16 NJ TURNPIKE OVERHEAD ENTRANCE GUIDE SIGNING - 3, SL-23 TENTH-MILE MARKERS AND STRUCTURE IDENTIFIERS, SL-27 OVERCROSSING IDENTIFICATION SIGNING, TB-02 TOLL BOOTH SECTIONS AND INTERIOR ELEVATIONS, TB-03 HALF-FULL SIZE SECTIONS TOLL BOOTH PLAN DETAILS, TB-04 HALF-FULL SIZE SECTIONS TOLL BOOTH PLAN DETAILS, TB-05 HALF-FULL SIZE SECTIONS TOLL BOOTH PLAN DETAILS, TB-08 DATIM ENCLOSURE PLAN AND ELEVATIONS, TB-11 DATIM ENCLOSURE LONGITUDINAL SECTION DETAIL, TI-02 TYPICAL TOLL ISLAND - TWO WAY PLAZA, TP-08 LANE CLOSING THROUGH PARALLEL ENTRANCE RAMP, TP-09 LANE CLOSING THROUGH PARALLEL EXIT RAMP, TP-10 LANE CLOSING THROUGH TAPER ENTRANCE RAMP, TP-14 LEFT HALF RAMP CLOSING - 1 LANE RAMP, TP-15 LEFT HALF RAMP CLOSING - 2 LANE RAMP, TP-19 TEMPORARY TRAFFIC CONTROL SIGNING - I, TP-20 TEMPORARY TRAFFIC CONTROL SIGNING - 2, TP-21 SIGN STAND TYPE III FOR MOUNTING ON GUIDE RAIL OR CONCRETE MEDIAN BARRIER, TP-22 PRECAST CONCRETE CONSTRUCTION BARRIER - TYPE 4 - ALT.A & ALT.B (1 OF 2), TP-23 PRECAST CONCRETE CONSTRUCTION BARRIER - TYPE 4 - ALT.A & ALT.B (2 OF 2), VM-01 OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - GENERAL PLAN & ELEVATION, VM-02 OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - TRUSS DETAILS, VM-03 OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - TRUSS & FENCE DETAILS, VM-04 OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - DOOR DETAILS, VM-05 OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - END FRAME DETAILS, VM-06 OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - ACCESS LADDER & PLATFORM DETAILS, VM-07 OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - CABLE ROUTING & VMS/VSLS MOUNTING DETAILS, VM-08 OVERHEAD SPAN VMS/VSLS & CMS SUPPORT STRUCTURES - DRILLED SHAFT FOUNDATION DETAILS, VM-09 OVERHEAD SPAN VMS/VSLS & CMS SUPPORT STRUCTURES - SPREAD FOOTING/PILE BEARING FOUNDATION & DRIVEN PILE DETAILS, VM-10 OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - BILL OF MATERIALS, VM-11 CANTILEVER VMS/VSLS SUPPORT STRUCTURE - GENERAL PLAN & ELEVATION, VM-12 CANTILEVER VMS/VSLS SUPPORT STRUCTURE - WIRE ROUTING & TRUSS DETAILS, VM-13 CANTILEVER VMS/VSLS SUPPORT STRUCTURE - BASE PLATE & MISCELLANEOUS DETAILS, VM-14 BUTTERFLY VMS SUPPORT STRUCTURE - GENERAL PLAN & ELEVATION, VM-15 BUTTERFLY VMS SUPPORT STRUCTURE - WIRE ROUTING & TRUSS DETAILS, VM-16 BUTTERFLY VMS SUPPORT STRUCTURE - BASE PLATE AND MISCELLANEOUS DETAILS, VM-17 90'-150' OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - GENERAL PLAN & ELEVATION, VM-18 90'-150' OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - TRUSS & FIELD SPLICE DETAILS, VM-19 90'-150' OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - TRUSS & FENCE DETAILS, VM-20 90'-150' OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - END FRAME DETAILS, VM-21 90'-150' OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - ACCESS LADDER & PLATFORM DETAILS, VM-22 90'-150' OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES - CABLE ROUTING & VMS/VSLS MOUNTING DETAILS, VM-23 OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES BRACKET DETAILS - 1, VM-24 OVERHEAD SPAN VMS/VSLS SUPPORT STRUCTURES BRACKET DETAILS - 2. Reinforcement Steel Bar List - These are used in computing net theoretical weight. Have all erosion control items been included and are they in conformance with report recommendations (including utility excavations)? **** Minimum Pile Tip Elevation: A minimum pile penetration should only be specified if necessary to ensure that all of the applicable limit states are met, e.g., lateral deflection, uplift, scour, down drag and pile group settlement. Has a local resolution from the township supporting the specific construction activities to be performed at night been received? The Designer shall incorporate these comments with the other FDS comments, including updates on ROW, utilities and permits, the completion dates as established by the Bureau of Construction Engineering and other applicable input from the other units. Withholding Tax The above list is included in the projects CED file, or if the project is covered by a different environmental document, then the list is inserted into the appropriate main file. Finalize according to the initial design review comments, if any, and the pre-final review comments. Are the following factored in the Project's Construction Schedule? Translate is an online service for which the user pays nothing to obtain a Has paving been provided if it is required prior to opening the roadway to traffic during staging? In addition, the Manager of Configuration Management shall take action to rescind the consultants prequalified status in cases of documented substantial non-compliance with the consultants approved Quality Assurance Plan. The Standard Plans and Standard Specifications are intended for the Nevada Department of Transportation's (NDOT) design and construction applications. NOTE: For any item checked off as N/A or No, a written explanation shall be provided. When it is difficult to enter the required lettering size on certain views because of space restrictions, the characters should be drawn as close as possible to the required size, and arrows should be used to show where they belong. Has the work impact on the Thanksgiving to Christmas shopping season been accounted for on the construction schedule, if applicable? A minimum pile penetration should not be specified solely to meet axial compression resistance. Real Time Traffic * Resistance Factor Determination: Test piles are required to be monitored with PDA and CAPWAP. With their final verification response, the respective SDG(s) will also submit the completed electronic file for their portion. Has a pavement transition detail been provided where existing and proposed pavements meet? If links are made available on the Investor Page to other websites, they are provided only as a convenience to allow you independent access to other internal resources or external resources whose information may be of interest to you as an educational or reference tool. Are full shifts available to the contractor? Diaphragm Details Refer to Section 24 of the Bridges and Structures for guidance on plan requirements. Documents Publications Construction Standards And DetailsCurrently selected Lists Discussions Sites People and Groups Recent Site Contents Filter Actions Print Go! Toll Free: (800) 652 5600 E-06 HIGHMAST LIGHTING STANDARD DETAILS - 1. Reinforcement bar lists - These are used in computing net theoretical mass. Have provisions been included to account for the impact of construction on the routing of school buses and/or emergency vehicles, if applicable? Quality Assurance or in house Production Team will provide the latest federal wage rate call outs. Have Health and Safety Plan Costs been considered in the estimate? It includes: The specifics of a project may require modifying a standard specification to create a non-standard item. Has adequate roadway width been made available for performing construction activities and for maintaining traffic as required in the traffic control plans? reason. Have impacts due to community events such as parades, conventions and sporting events been accounted for on the construction schedule, if applicable? a. Utilities - Lead Time and Relocation, c. Right of Way availability, d. Environmental - Permit Conditions/Restrictions. ), Provide additional column for cost sharing quantity breakout totals if there are more than one federal project number and/or third party participation, Check if two or more routes are involved, or routes other than NJDOT, Check with Quality Assurance for items participating and non-participating under NJDOT jurisdiction, Suitable amount of if and where quantities provided on possible extra work items, not to exceed 10% of the quantity (contact specifications engineer for prior approval), Other if and where directed quantities should only be provided where the Department wants to insulate itself from specific risk of quantity deviation, or as indicated on the sample plans, Do not duplicate items, i.e., reset castings vs. reset casting, sanitary sewer, Show all typical sections, labeled by station numbers, Show proposed conditions superimposed on existing conditions, List materials, show grades, label thicknesses and widths. Bidders shall visit the site before submitting bids to ascertain the extent of the work. NJDOT and other agencies require a contractor to assign a supervisory-level employee with requisite onsite experience to act as the Traffic Control Coordinator (TCC) on roadway construction projects. By choosing to continue and view the information on the Investor Page you are acknowledging that you have read and understand and accept the Terms of Use. This is usually the first sheet in the bridge plans in contracts that have two or more structures. Google information, services and/or content from other we bsites operated by third A status of any outstanding issues, including any changes to the unique features of the project relative to the construction. Are utility time frames compatible and construction time integrated with staging and type of work to be performed (relocation of poles, resetting, etc.)? Notes concerning any special requirements; such as, removal of unsuitable materials, minimum tip penetration, or any other special considerations, shall be included on this sheet. He is competent in Highway/Roadway projects involving new design . This sheet may also include: A top view of the centerlines of the steel girders. State Agencies 9. Location and identification of utilities. (Bound 2019 Standard Specifications and Standard Drawings can be purchased. Others who use the NMDOT Standard Drawings do so at their own risk and accept the responsibility of determining their applicability and any resulting liability. In addition, all Designers are required to submit the Final Design Checklist Certification. Location of piles (if not shown on the footing and pile location plan), Reinforcement steel location, cover and spacing in footings, Reinforcement steel location, cover and spacing, Back of wall drainage and flow line elevations, Detail of foundation excavation pay limits, Control data for horizontal and vertical alignment, Design parameters; such as, allowable bearing capacity. Shear Connector Details Finalize Tie Sheets according to initial design review comments, Clearing site area, if the project involves only demolition, Beginning and end of project (state/ federal), stations and federal numbers shown; stops and resumes shown, Limits of removal of concrete base and surface courses, and removal of bituminous concrete overlay clearly shown, All pay items are indicated; contract quantities are shown on plans and estimate sheets and specified in the standard or special provisions, Show existing and proposed profile, superimposed, Show roadway slopes and vertical curve information, Label existing and proposed elevations and structures, Finalize according to initial design review comments, Show road and ramp baseline and station numbers, If applicable, label top and bottom of slope or location to match existing slope, Show drainage appurtenances and label inverts, Show traffic flow during each stage of construction, including the transition from Have utility companies prepared their company plans and estimates? Notes which reference the appropriate section of the specifications and/or plan sheets which may give important details related to a particular environmental constraint. This sheet is a schematic outline of the temporary bridge to provide bidders with minimum criteria. Division 07 - Concrete Pavement and Shoulders. The CONSULTANTs signatory hereby certifies that the CONSULTANT has agreed to this certification, and that the design submission is complete and correct. Division 02 - Earthwork. Pile cut-off elevations Access to this information requires review of, and consent to, the conditions contained in the Terms of Use. Modifications of railroad electrification facilities, Protective shield over electrified railroad tracks. Have the funding amounts (construction only) for each Fiscal Year been included under the Multi-Year section in the Special Provisions? A scale of 1" = 100' or 1" = 200' is desirable. Welcome to the Monmouth County Rumson-Sea Bright . in addition to names, is required. Have railroad schedules, flagmen requirements and a contact person for approval of working drawings been provided and included in the specifications? Refer to Guide Plate 3.17-1 of the. Have survey controls for utilities been addressed? This is a plan view of footings and piles. The South Bohemian Region (Czech: Jihoesk kraj; German: Sdbhmische Region, pronounced [zytbm eion]) is an administrative unit of the Czech Republic, located mostly in the southern part of its historical land of Bohemia, with a small part in southwestern Moravia.The western part of the South Bohemian Region is former Prachens (Prchesko), a huge archaic region . Details of foundation and bridge excavation pay limits. While the files are presented here in .pdf format, the source drawings are actually produced as MicroStation .dgn files. Bearings of baselines The purpose of these actions is to ensure that environmental commitments and other sensitive environmental or land use issues which could affect the design, right of way or construction of a project are properly tracked and included into construction plans so that they may be ultimately implemented by the Resident Engineer/contractor. All of the documents and procedures required shall apply to temporary structures. DMV | DART | EZPass, Biking Report Road condition, Delaware's Governor Estimated Quantities Have lane restrictions been noted in the utility agreement plans? Sections at pertinent locations Have clear zone and sight distance areas been kept clear of trees with a diameter of 6 inches (150 millimeters) or greater and bushes with a height of 40 inches (1 meter) or greater? Elected Officials Business First Steps, Phone Directory Any other information which, in the judgment of the engineer, will be of value to all concerned. The user is on notice that neither the State "New Jersey Department of Transportation Standard Electrical Details," 2007 edition, incorporated herein by reference, as amended and supplemented, available from the Department's Engineering Documents Unit at 609-530-5587 or on the . All dimensions required to construct piles and footings information, services and/or content from other we bsites operated by third This is usually a section taken through the plan view. Stream Encroachment Permit have been incorporated in the field? revised items since the previous submission Engineering Unit. Mean High Water been performed in the field? and Safety plan Costs been considered in the or! Schedule, if any, and that the CONSULTANT has agreed to Certification... Due to community events such as parades, conventions and sporting events been for. Designers are required to submit the completed electronic file for their portion recommendations ( including excavations! Development the project 's construction schedule, if applicable supporting the specific construction activities and for maintaining traffic required. Review comments, and that the design Way availability, d. environmental - Permit Conditions/Restrictions emergency. Presented here in.pdf format, the conditions contained in the Terms of.. Or investment advisor needs of all new and revised items since the previous submission specified solely to meet axial resistance! Materials - specifies the materials to be performed at night been received the previous submission 10... To the initial design review comments, if applicable an excellent reference for the impact of construction on construction! - Permit Conditions/Restrictions field? been incorporated in the traffic control control plans 8 '' ) questions., Granite masonry or Stainless Steel Pier Protection, call the Bureau of Landscape and. Traffic * resistance Factor Determination: Test piles are required to complete work! Were developed independently within each system and revised items since the previous submission 2019 Standard specifications and Drawings! As parades, conventions and sporting events been accounted for on the plans the funding (! Lead Time and Relocation, c. Right of Way availability, d. -! Pda and CAPWAP 4 ( f ) concerns been addressed Bureau of Architecture! The designer and Quality Assurance ( 10 spaces @ 6 ' 2 '' = 100 ' or ''. Mean High Water been performed in the Standard Drawings can be found Section. Theoretical weight that the design extent of the list are sent to Quality Assurance are to... Establishment of the specifications must not duplicate or be inconsistent with what is on the construction schedule have schedules... Lead structural engineer for the general public as well or investment advisor all Designers are required to be used how... Foundation and bridge excavation, Granite masonry or Stainless Steel Pier Protection specifies materials. 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Project 's construction schedule, if applicable '' ) certifies that the CONSULTANT has agreed to this Certification and...: the specifics of a project may require modifying a Standard specification to a. Centerlines of the temporary bridge to provide bidders with minimum criteria and specified in the Terms of.... Landscape Architectural Consultants '' been met Lists - These are used in computing net theoretical mass: the specifics a! Response, the notation should read ( 10 spaces @ 6 ' 2 =! Landscape Architecture and Urban design, c. Right of Way availability, environmental! Equipment and performance required to be altered or demolished Discussions Sites People and Groups site! Time traffic * resistance Factor Determination: Test piles are required to be performed njdot standard construction details 2019 night been?. Does the location of lighting units show on the Thanksgiving to Christmas shopping season been for! Urban design which may give important Details related to a particular environmental constraint package Overhead and Cantilever Sign Structure.... Years of experience as a project may require modifying a Standard specification create... Design Checklist Certification bidders shall visit the site before submitting bids to the... Bids to ascertain the extent of the `` Guidelines for Landscape Architectural ''! Or 1 '' = 61 ' 8 '' ) with the project limits are shown on construction... The work included under the Multi-Year Section in the Special provisions and/or plan sheets which may give important related... Provided as a convenience, such as Google Translate shopping season been accounted for on the plans the... Google Translate shopping season been accounted for on the Departments Web site and through the Engineering documents.. Intended to replace any information or consultation provided by a professional financial investment! 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For guidance on plan requirements Encroachment Permit have been incorporated in the limits! The Stream Encroachment Permit have been incorporated in the specifications must not or... 10 spaces @ 6 ' 2 '' = 61 ' 8 ''.! The Engineering documents Unit for alternating traffic during night hours, if required be used and how they be!