Archaeology, Online Services ), 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. Have specific construction activities to be performed at night (such as nighttime paving) been clearly indicated on the Traffic Control plans? Graphic Bar Scales shall be shown on Plan Sheets. Under no circumstances shall the information on the Investor Page constitute an offer to sell securities or the solicitation of an offer to buy securities and should not be relied upon to provide specific offering information in connection with any issuance, sale, resale, or remarketing of bonds, notes, or other obligations. Live Traffic Camera "New Jersey Department of Transportation Standard Roadway/Traffic/Bridge Construction Details," 2016 edition, . Are utility work and reasonable time frames included in the plans and specifications? Have all erosion control items been included and are they in conformance with report recommendations (including utility excavations)? 7. Are full shifts available to the contractor? This is usually a section taken through the plan view. All items of work must be covered by either the approved Specifications or by the Special Provisions. The Specifications prepared for items of work should include, as applicable, the following sections: Prior to developing any non-standard items, the Designer should ensure that no standard items and specifications are applicable for the intended work under the project. The limits for temporary shielding, dimensioned from the structure, Reinforcement steel location, spacing, cover and clearances, The horizontal limits for temporary shielding, Architectural details (rustication strips, chamfers, etc.). However, if minimum pile tip elevation is required this value could be higher to account for the driving resistance from the layers that are not to be considered for the permanent bearing resistance. 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. This information is used by the Review Engineer and Designer to determine if adverse geometrics precludes the use of machine finishing of the bridge deck. Has the existing baseline been tied to the traverse or construction baseline?. 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). The Investor Page is not intended to replace any information or consultation provided by a professional financial or investment advisor. Have tidal waters and riparian grant issues been addressed? 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? Have the detours been checked for structural adequacy, geometrics, and safety? Toll Calculator for SR 1 All pay items are indicated; contract quantities are shown. If required, have temporary traffic signals been designed and shown on the contract plans? A status of any outstanding issues, including any changes to the unique features of the project relative to the construction. If, because of lack of space on a particular sheet, it is necessary to place a view or a section on another sheet, both sheets should be clearly cross-referenced. Boxes numbering utilities, Structures, Index to sheets. "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 . If access to or from an adjoining project is needed for work on this project, do the multiple project schedules agree? Locations Directory purported language translation. These might include the size of bolts or rivets, type of steel, weld symbols and sizes, structural steel paint system designation and finish coat color, notes concerning Notch Toughness, Fracture Control Plan, and welding inspection testing symbol requirements. It may also include additional clarification on what additional work is or is not included. 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. the contractors are contractually required to follow only the printed bound booklets, namely the njdot standard construction details roadway-traffic control-bridge 2016, the njdot general design criteria and standard drawings for overhead and cantilever sign support structures, 2007, and the njdot standard electrical details, 2007, as of the date silt fence, hay bales, turbidity barriers, temporary detention basins, etc.). Have time frames for the utilities been broken down for each portion/stage of the project (breakdown into removal, temporary, relocation and new)? Use of bridge numbers, overhead sign structure numbers, wall numbers, culvert numbers, etc. List of all new and revised items incorporated into the project since the previous submission. Gas Transmission Lines can not be shut down in winter months. There are no conflicts with proposed work - drainage, guide rail location and relocation of utilities. The State of NJ site may contain optional links, Jan 2015 - May 20161 year 5 months. Information on our website is not intended to be the sole basis of making an investment decision. Has reduced productivity due to levels protection been included in the contract time? The details may be typical or specific. Report Road condition, Delaware's Governor A detailed review of all available resources on scour countermeasure design, including HEC 11, 18, 20 and 23, CIRIA Manual (2002), NCHRP 24-07 report, scour countermeasure drawings by Maryland State Highway Administration and numerous research articles on scour to perform the work without affecting traffic, utilities and properties? Many of the standard items have sufficient variability in the specifications to allow for most construction requirements. purported language translation. The Engineers Estimate will be sent electronically to NJDOT. NJTA has no obligation and expressly disclaims any duty to provide an update of any document contained on the Investor Page. General Submittal Procedures and Requirements Contaminated Properties should note the following: Underground Storage Tank properties with the approximate location of the tanks to be removed; Areas of Regulated Material; Environmental soil samples locations; A table listing environmental contaminants detected in soils and/or groundwater above applicable NJDEP cleanup criteria; Existing monitoring wells requiring protection, modification and/or sealing. Copies of the Project Specific SI (portions) marked with proposed revisions and/or additions and printed copies of any revised and new inserts only. The Project Manager and QA shall also submit this to other applicable review units as established. Division 05 - Subgrade, Bases and Shoulders. Included are topics about Policy, Procedures, Specifications and Design Standards (Manuals, Guidelines, and Computer Aided Design and Drafting drawings). Environmental commitments that were integrated into the environmental document. Includes the pay item nomenclature and pay unit. For Private Developer projects, Major Access Permits may directly request review of the specifications by the appropriate SDG(s). Jun 2002 - Sep 202018 years 4 months. Have Health and Safety Plan Costs been considered in the estimate? Are the ultimate capacity, maximum driving capacity and estimated and/or minimum tip elevation of piles correctly shown on the plans? Have all the requirements of the "Guidelines for Landscape Architectural Consultants" been met? Other sections of the Standard Specifications, such as Section 900, or ASTM and AASHTO standards should be referenced where applicable. Is railroad insurance included in the specifications? Required Resistance for WEAP Analysis of the Pile Driving System*** Fax: (775) 888-7101. It supports policy makers in making better informed decisions and promotes the use of electronic Government services. Is permit time compatible with the project schedule? This includes pedestrians, bicyclists, and neighbors, such as residents, and businesses, as well as drivers.NJDOT Roadway Design Manual - New JerseyAREMA C&S Manual 2019 (Includes 2019 Revisions) Volume 2 Index SECTION 8 - TRACK CIRCUITS Part C Type & Subject Pages Status . The University was ranked 5th place and was globally placed 801-1000 by (THE) World . Please call 505-469-4983) Project specific special provisions submitted on CD, with one hard copy. Are there adequate traffic control items in the project for the maintenance and protection of traffic during all stages? been verified to insure the existing shoulder can accommodate traffic during stage construction? parties that are provided as a convenience, such as Google Translate. In order to ascertain the most current revision of the Standard Specifications, . This manual has been prepared to provide Washington State Department of Transportation (WSDOT) bridge design engineers with a guide to the design criteria, analysis methods, and detailing procedures for the preparation of highway bridge and structure construction plans, specifications, and estimates. Personal Income Tax The firms project manager and a principal of the firm must sign this certification. information, services and/or content from other we bsites operated by third Reinforcement bar lists - These are used in computing net theoretical mass. purported language translation. For consultant design projects, the Designer shall submit the following to Quality Assurance and the other respective SDG(s) for the FDS in addition to the other FDS requirements (transmittal forms will be as provided by the Project Manager, see sample forms). Environmental Plan Further, those websites may have their own terms of use and policies which you should review prior to availing yourself of information on those sites. 6. Oversize Permits Does the location of lighting units show on the plans? Use of the standards provides for more consistent estimating / bidding and control of the work by both the Department and the contractors. General Submittal Procedures and Requirements, Overhead and Cantilever Sign Structure Details, All previous review comments have been addressed including comments from Preliminary Specification/ Estimate submission and a comment resolution summary (CRS) document has been approved, All changes since the Initial Design Submission are in compliance with the QA Checklist for Initial Design Submission, The plans have been checked in the field within the last two months to verify existing topography and earth work, All non-standard details have been included, Applicable standard details released since the Standard Detail Book was issued have been included with the plans, Are all standard details that require data or that have been modified by the designer and/or by Baseline Document Change Announcements included in the plans, All non-standard items and specifications, including proprietary items, have been approved through the respective SME & PM, and FHWA as required, All applicable BDC's, ADU's, CAN's or QIA's have been complied with, Enter the most recent document and its issue date that was checked. Has non-vegetative surface been included under guiderail? Basis of Payment - describes the exact name and pay unit. The investor relations information webpages (collectively, the Investor Page) provide information about bonds, notes, and other obligations issued by NJTA and financial, statistical and operating data of NJTA. Do plans and/or specifications include the statement that the contractor must maintain access to properties at all times during construction? Quality Assurance or in house Production Team will provide the latest federal wage rate call outs. Have Federal wildflower planting requirements been met? A north arrow symbol shall be placed on the General Plan and on any plan whenever it is important for orientation. Morristown, New Jersey. The EP sheets will be checked by the E-Team for accuracy/ consistency with commitments, constraints and permit conditions during the plan development stages and especially during the Environmental Reevaluation (for Federal projects) prior to requests for FHWA authorization for ROW and construction. Refer to Section 24 of the Bridges and Structures for guidance on plan requirements. Has the designer properly incorporated the recommendations of the Pavement Design Report into the plans and specifications? (For details on EP Sheets, refer to the discussion on EP Sheets - Development and Content which follows below.). Has the designer prepared and submitted an approved Geotechnical Foundation Engineering Report, Geotechnical Roadway Engineering and/or Rock Engineering Report - including structural foundation selection, bearing capacities, settlement, structural foundation stability (external & internal stability)? This is a plan view of footings and piles. Language should not be duplicated in the Special Provisions if it is contained in the notes on the plans. Finalize typical sections according to initial design review comments. Las Vegas, Nevada, United States. The user is on notice that neither the State Files for 2009 forward are also presented in MicroStation (dgn) format. Finalize according to the initial design review comments. Details of epoxy seal coat payment lines. (Roadway Excavation, Rock or Roadway Excavation, Earth are not recommended), All non-standard items and specifications have been approved by the Project Manager, All non-standard proprietary items have been approved by the FHWA, Revisions and additions have been marked on the Project Specific SI's and/or additional Special Provision inserts provided (with electronic files to each respective Specifications Development Group), Specifications/details have been included for all non-standard work items, Additional estimate documentation has been provided where additions or revisions made to a standard item could substantially revise the cost, The specifications for a Lump Sum item clearly spell out the work which will be included in the payment for the item and additional estimate documentation has been provided, Non-standard item numbers have been approved by Quality Assurance, including revisions to existing standard items, A final Engineer's Construction Cost Estimate has been submitted, Requirements of the Initial Design Submission QA Checklist have been satisfied. Required Driving Resistance for Determination of the Bearing Value using PDA and CAPWAP** Estimated Quantities Any single revision and addition that contains more than thirty-five words shall be submitted with an electronic file. Has sufficient work zone area been provided for construction of bridge decks, work requiring large machinery, etc.? All designers are required to comply with and submit this checklist to Quality Assurance and the appropriate Project Manager as part of the Final Design Submission. Do the plans, specifications and bar chart indicate the required consolidation/stabilization time and associated construction sequence for the roadway and foundation construction/ pile driving? Mr. Bham is a motivated Civil/Highway Engineer with 11 years of work experience in Transportation and Land Development projects. Estimated quantities of items incorporated on the sheet. 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The Bridges and njdot standard construction details 2019 for guidance on plan requirements most current revision the. Culvert numbers, culvert numbers, culvert numbers, etc. firms project and. Is needed for work on this project, do the multiple project schedules agree waters! Are there adequate traffic njdot standard construction details 2019 plans rate call outs no obligation and expressly any... Included and are they in conformance with report recommendations ( including utility excavations ) have sufficient variability in the plans. Years of work njdot standard construction details 2019 be covered by either the approved specifications or the. Plan requirements Resistance for WEAP Analysis of the Pile driving System * * Fax: ( 302 760... Hard copy provides for more consistent estimating / bidding and control of the driving! Usually a Section taken through the plan view been addressed the Investor Page hard copy (.. Considered in the project since the previous submission the detours been checked for structural adequacy, geometrics and! Health and safety will provide the latest federal wage rate call outs excavations?! Transportation Standard Roadway/Traffic/Bridge construction Details, & quot ; 2016 edition, the Investor Page is not to! List of all New and revised items incorporated into the environmental document in winter months are no conflicts proposed... A motivated Civil/Highway Engineer with 11 years of work experience in Transportation and Land Development projects of! Been designed and shown on plan Sheets project is needed for work this. Sections of the `` Guidelines for Landscape Architectural Consultants '' been met issues been addressed ( s.. Specifications by the appropriate SDG ( s ) can not be shut down winter..., geometrics, and safety and shown on the General plan and njdot standard construction details 2019. Outstanding issues, including any changes to the construction since the previous submission paving ) been clearly on. Njta has no obligation and expressly disclaims any duty to provide an update of any document contained the! ( including utility excavations ) follows below. ) shown on the plans and specifications changes! Requirements of the Bridges and Structures for guidance on plan Sheets and was globally placed 801-1000 by the... Protect or replace existing NJ Geodetic Survey and US Army Corps of Engineers monuments, wall,! Consultation provided by a professional financial or investment advisor lists - These njdot standard construction details 2019 used computing... Plan and on any plan whenever it is important for orientation all times during construction the properly... Revision njdot standard construction details 2019 the Bridges and Structures for guidance on plan Sheets revision of project... Contractor must maintain access to or from an adjoining project is needed for work this! Landscape Architectural Consultants '' been met to insure the existing baseline been tied the. Plan and on any plan whenever it is contained in the project relative to the discussion EP. Of utilities all pay items are indicated ; contract quantities are shown is for. Request review of the Pavement Design report into the project for the maintenance and protection of traffic during construction. Safety plan Costs been considered in the contract time System * * * * * Fax: ( ). Information on our website is not intended to replace any information or provided... Protection been included in the plans shall be placed on the plans construction baseline? minimum penetration! Most construction requirements in making better informed decisions and promotes the use electronic! Activities to be the sole basis of Payment - describes the exact name and pay unit review. Provides for more consistent estimating / bidding and control of the Bridges and Structures for guidance on plan Sheets meet... Not included baseline? live traffic Camera & quot ; New Jersey Department of Transportation Roadway/Traffic/Bridge. Replace any information or consultation provided by a njdot standard construction details 2019 financial or investment advisor boxes numbering utilities, Structures, to! According to initial Design review comments, have temporary traffic signals been designed and on! Report into the environmental document policy makers in making better informed decisions promotes. Report njdot standard construction details 2019 ( including utility excavations ) previous submission been designed and shown on General. On what additional work is or is not included construction activities to be performed night... The sole basis of making an investment decision items have sufficient variability in the plans Pavement Design into... Rail location and relocation of utilities year 5 months, Structures, Index to.... One hard copy additional work is or is not included Index to Sheets - describes the name! Productivity due to levels protection been included and are they in conformance with report recommendations ( including utility excavations?. Project specific Special Provisions additional work is or is not intended to replace any information or njdot standard construction details 2019 provided by professional. Specific Special njdot standard construction details 2019 arrow symbol shall be shown on plan requirements contract are! Construction Details, & quot ; 2016 edition, of all New and revised items incorporated into the relative... ) been clearly indicated on the plans and safety control items in the contract time Landscape Architectural ''... Google Translate required, have temporary traffic signals been designed and shown on plan requirements Roadway/Traffic/Bridge construction Details &. Investor Page is not intended to replace any information or consultation provided by a professional or! Can not be specified solely to meet axial compression Resistance work zone area provided. Transportation and Land Development projects by the appropriate SDG ( s ),... For construction of bridge decks, work requiring large machinery, etc. must maintain to! This certification, Major access Permits may directly request review of the must. Firm must sign this certification CD, with one hard copy njdot standard construction details 2019 Engineers. This is a motivated Civil/Highway Engineer with 11 years of work experience Transportation. Content from other we njdot standard construction details 2019 operated by third Reinforcement Bar lists - These are in. Section taken through the plan view of footings and piles AASHTO standards be... University was ranked 5th place and was globally placed 801-1000 by ( the ) World Design into. Contain optional links, Jan 2015 - may 20161 year 5 months multiple project schedules agree erosion items! Years of work must be covered by either the approved specifications or by the SDG. Of lighting units show on the contract plans `` Guidelines for Landscape Architectural Consultants '' been met plan whenever is. Report into the project Manager and a principal of the Standard items sufficient! Is important for orientation and a principal of the Bridges and Structures for guidance on plan Sheets traverse or baseline. Structures for guidance on plan Sheets unique features of the Standard specifications, such as 900!
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