Is the information on the structural plans consistent with the Seismic report? Has sufficient room been provided for entrance and exit to the work zone for equipment and materials supply deliveries? Information required to be provided pursuant to NJTAs continuing disclosure undertakings entered into pursuant to Rule 15c2- 12(b)(5) of the Securities and Exchange Commission is available on the Electronic Municipal Market Access (EMMA) system of the Municipal Securities Rulemaking Board located at www.emma.msrb.org. There may be one or more sheets under this heading. a. Utilities - Lead Time and Relocation, c. Right of Way availability, d. Environmental - Permit Conditions/Restrictions. 5. 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. Small scale diagram showing concrete placing sequence for continuous spans. 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 . Are the ROW availability dates compatible with the project schedule and staging for the various types of work, including utility work? If required, the following permits/ approvals have been acquired and are on file with the Designer and the design is consistent with the conditions noted in the permit. The final design submission shall be submitted to the Project Manager, and shall include: Finalize earthwork summary according to final earthwork quantities. Any other information which, in the judgment of the engineer, will be of value to all concerned. in-depth review of NJDOT Phase II inspection reports of scour critical bridges . All detail views shall be placed on the drawings with adequate space between them, and drawn large enough to be easily read when reduced 50% photographically. Lengths of spans from center to center of bearings, Locations of subsurface and above ground utilities and complete information, General appearances of the completed structure, Approximate original ground line and assumed rock line, Minimum vertical clearance (actual and required), Locations of fixed and expansion bearings, Approximate clearances (actual and required), Transverse dimensions of the superstructure, Location, spacing and clearances of horizontal reinforcement steel in the footing, Typical reinforcement steel locations, spacing and clearances, Locations of horizontal construction joints, Relative pile locations in completed foundation, Typical reinforcement steel locations, spacing, cover and clearances, Relative pile locations in completed foundations. Have ties to the control line been provided outside the area of disturbance? Programs **** 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. Include this in the transmittal memo or separate document. FAQs ** Required Resistance for PDA: Generally this value should be equal to the value of Nominal Axial Compression Resistance. If this is the case, the Required Driving Resistance for PDA shall be used for the bearing value determination during pile driving. The user is on notice that neither the State Oversize Permits Other sections of the Standard Specifications, such as Section 900, or ASTM and AASHTO standards should be referenced where applicable. All pay items are indicated, contract quantities are shown on plans and estimate sheets and specified in the standard or Special Provisions. purported language translation. 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. Other than as may be required by law, NJTA does not plan to issue any updates or revisions to any such forward-looking statements if or when its expectations are realized or not realized, or when the events, conditions or circumstances on which such statements are based occur and, even if issued, any such updates or revisions may not be included on the Investor Page. Has existing curve data been re-established in the field? Standard Construction Details - Delaware Department of Transportation Translate Delaware Department of Transportation Standard Construction Details The Standard Construction Details files are indexed by year and provided in Adobe Portable Document Format (pdf). Have underground storage tanks been investigated? Has the telephone service inquiry been confirmed in writing? in addition to names, is required. i.e. been included in the Contract Documents? 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. Route and Section number under which the bridge was built. Are utility time frames compatible and construction time integrated with staging and type of work to be performed (relocation of poles, resetting, etc.)? Specifications - Special Provisions With their final verification response, the respective SDG(s) will also submit the completed electronic file for their portion. The Standard Plans and Standard Specifications are intended for the Nevada Department of Transportation's (NDOT) design and construction applications. 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.). Have Disposal Costs been considered in the estimate? Are the following factored in the Project's Construction Schedule? Translate is an online service for which the user pays nothing to obtain a Google Location of test piles and/or load tests Do the electrical plans conform to Sections 11 and 12 of the NJDOT Design Manual - Roadway, the Sample Plans and the Standard Electrical Details? Pile tip details Only language that is required for specifications, and not language required to clarify the plans, should be included in the Special Provisions. Has milling or removing surface pavement, which will cause a difference in grade that will affect the utilities, drainage and/or traffic been taken into account? f. Soils Consolidation/Stabilization (time for overload), h. Accelerated completion of Project. E-05 TYPE V POLE-TOP LUMINAIRE MOUNTING ASSEMBLIES. information, services and/or content from other we bsites operated by third List of all new and revised items incorporated into the project since the previous submission. Basis of Payment - describes the exact name and pay unit. DISCLAIMER: The Standard Plans are compiled using MicroStation dgn file format. The Investor Page is not intended to replace any information or consultation provided by a professional financial or investment advisor. Have any load, width or height restrictions on structures/ roads in the area that will affect the project been properly addressed? Environmentally Sensitive Parcels (ESPs) such as contaminated property, parkland, historic sites, etc. Any single revision and addition that contains more than thirty-five words shall be submitted with an electronic file on a virus-free disk. Have the detours been checked for structural adequacy, geometrics, and safety? By choosing to continue and view the information on the Investor Page you are acknowledging that you have read and understand and accept these Terms of Use. Are restrictions included in project documents for seasonal, wetlands, fish spawning, etc.? 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. structures, fencing, retaining or noise walls, drainage features, and proposed topography where needed, First sheet(s) show the method of cross sections, Stripping quantities and limits (cuts and fills), Regulated Material excavation and quantities, Excavation and quantities, including estimated % wet, estimated % rock, and final grades, Retaining walls, crib walls, abutments, piers and buildings (foundations), Limits of Zone 2 backfill with apparent firm bottom, Ditch sections with quantity, if from sections, Channel sections with quantity, if from sections, Note describing additional embankment available from project excavation to reduce borrow, Check for adequate driveway details and pavement runouts to cover all situations that may be encountered, Traffic signal, CCTV, HAR, and VMS utility conflict corrections, The size and type of Contract drawing sheets shall be according to the. For Private Developer projects, Major Access Permits may directly request review of the specifications by the appropriate SDG(s). 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. Approach roadways for temporary structures shall be detailed in the roadway plan portion of the Contract Plans. -Read Full Dislaimer. E-09 TRANSFORMER BASE AND POLE GROUNDING DETAILS. Have Specifications been included for all utility items? 2018 Roadway Standard Drawings - Index of Sheets. Have time frames for the utilities been broken down for each portion/stage of the project (breakdown into removal, temporary, relocation and new)? Is the constructibility of structural staging acceptable? Is ROW available, if advanced utility relocation is required? Is all proposed construction including silt fence, wing walls, guiderail, slopes, drainage pipes, detention basins, etc. Relative locations of existing bridges to be altered or demolished. This is usually a section taken through the plan view. Have lane restrictions been noted in the utility agreement plans? Cities & Towns - Conducted research . Has the proper legend been provided on the jurisdiction map and is it complete? Details of foundation and bridge excavation pay limits. been verified to insure the existing shoulder can accommodate traffic during stage construction? Have overhead electrical lines and utilities that may affect construction methods and equipment (such as high tension lines and crane work) been addressed? Standard Construction Details. All pay items are indicated; contract quantities are shown on plans, All updated and revised non-standard and standard electrical details are included, Show and label all lighting appurtenances, Finalize according to the initial design review comments, All pay items are indicated, contract quantities are shown on plans and estimate sheets and specified in the standard or Special Provisions, Show roads and ramps with locations for signs, Show roadway striping, including dimensions and direction of traffic, All pay items are indicated; contract quantities are shown, Show dimensions including minimum height for signals, Show proposed planting and landscape architectural work, Label trees by type and label wildflower seeding areas, Show ROW line, easements, no access areas, signs, guide rail, curbs, sidewalks, 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. Is railroad insurance included in the specifications? Applicable details which apply to the structure should be indicated or the plan sheet should be marked "OMIT" for the non applicable details. 9. The specifications must not duplicate or be inconsistent with what is on the plans. If you do not accept these Terms of Use, please do not access the information provided here. The NJDOT e-STIP reports financial information, tracks and archives amendment and modification actions, and promotes interagency collaboration. of NJ site nor its operators review any of the services, information and/or purported language translation. Required Resistance for WEAP Analysis of the Pile Driving System*** University of Nevada-Las Vegas. For both consultant and in-house projects the Designers submission must include the latest information as provided by the Project Manager or other Department units (submitted to the Designer in advance) to complete all requirements covered by the SPIS forms and previous comments. Notes which reference applicable permits, their expiration dates and, if relevant, time or seasonal constraints to any construction activities. 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. Transparency Bidders shall visit the site before submitting bids to ascertain the extent of the work. Mobile Apps Boxes numbering utilities, Structures, Index to sheets. Are there adequate traffic control items in the project for the maintenance and protection of traffic during all stages? A description of any changes to the previously approved Designers Comment Resolution Summary, including responses to any specification related issues from all units. Social Media, Built by the Government Information Center Graphic Bar Scales shall be shown on Plan Sheets. information, services and/or content from other we bsites operated by third The Designer must refer to the respective BDC Announcement that has issued the most current SI(s), other issued BDC(s), Corrective Action Notices (CAN(s)), Quality Improvement Advisories (QIA(s)) and other detailed instructions on completing the specifications. This includes pedestrians, bicyclists, and neighbors, such as residents, and businesses, as well as drivers. Estimated quantities of the items incorporated in the pier. This lists the criteria in designing the structure such as applicable specifications (AASHTO, AREAMA), minimum design loading and permissible increases in allowable stresses. This sheet may also include: A top view of the centerlines of the steel girders. Have all fixed objects been located outside the clear zone or protected by guide rail, etc.? Division 02 - Earthwork. Archeological restrictions will not affect construction productivity? All proposed and existing roadside safety treatments conform to current NJDOT standards (guiderail, guiderail end treatments, crash cushions, sign supports, etc. Standard Specifications for Road and Bridge Construction and for Electrical Materials Specifications, are the directions, provisions, and requirements that outline the description of work, method and manner to perform the work, the acceptance criteria and measurement and payment statement for a particular item of work. Please call 505-469-4983) Have the shoulder widths, cross slopes and pavements, and location of utilities (poles, etc.) Preliminary Design Submission____ Final Design Submission _____ PS&E _______. Standard Plans drawings. Has the electric service inquiry been confirmed in writing? 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? Reconstruction replaces over a foot of the roadway below the street's surface and usually includes reconstruction of the curbs and sidewalks as well. Preferably, plans, sections, and elevations should be drawn to a scale not less than 1/4 inch per foot and details to a scale not less than 3/8 inch per foot, except on the General Plan and Elevation Sheet. In the effort to update the Standard Construction Details and Standard Specifications per the 2020 review, all detail sheets have been reviewed and sheet changes have been noted with new title block and signatures. plans are consistent? 2022Title: NYSDOT LRFD BRIDGE DESIGN . Have the demolitions in the project been checked for asbestos? Quality. Google 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. Hydraulic and hydrologic data are shown for waterway structures. Have railroad schedules, flagmen requirements and a contact person for approval of working drawings been provided and included in the specifications? While this checklist is extensive, designers are cautioned that adhering to the requirements contained therein does not absolve them of any other design requirements which may be contained elsewhere. If required, have temporary traffic signals been designed and shown on the contract plans? The following information is to be provided on the EP Sheets: Specifications compliment the plans and together they provide information for the contractor to complete the work and for the Department to control the work of a construction project. reason. This certification requires the Designer to certify that all the provisions contained in the checklists are complete and accurate. This may include references to other sections of the Standard Specifications. Has the work impact on the Thanksgiving to Christmas shopping season been accounted for on the construction schedule, if applicable? These must match the plans and proposal. Please read the Terms of Use below and indicate your acknowledgment before accessing the rest of the Investor Page. Have stations and offsets been provided to layout construction items such as beam guiderail? Shear Connector Details Relative position of footings If the STATE determines that any design submittal items noted in the QA checklist prepared by the CONSULTANT are unacceptable due to errors, omissions, or failure to comply with the requirements of the checklist, the CONSULTANT shall correct and revise the deficiency in accordance with directions received from the STATE at no cost to the STATE. The CONSULTANT shall be liable to the STATE for all damages to the STATE caused by the CONSULTANTs negligent errors and omissions, including interest and other expenses. Including responses to any construction activities addition that contains more than thirty-five words shall submitted... With an electronic file on a virus-free disk information which, in the pier the contract plans applicable,. Objects been located outside the clear zone or protected by guide rail etc. Any other information which, in the project Manager, and promotes collaboration. Should be equal to the project 's construction schedule on structures/ roads in the transmittal memo or separate document required... Revision and addition that contains more than thirty-five words shall be shown on sheets... The demolitions in the utility agreement plans if applicable and a contact person for approval of drawings... Can accommodate traffic during all stages required Resistance for PDA shall be to... Revision and addition that contains more than thirty-five words shall be shown on and! D. Environmental - Permit Conditions/Restrictions the Standard plans are compiled using MicroStation dgn file format pay unit Manager... Accounted for on the plans that will affect the project been properly addressed, wing,! Time and Relocation, c. Right of Way availability, d. Environmental - Permit.. This in the judgment of the services, information and/or purported language translation sheet also... Documents for seasonal, wetlands, fish spawning, etc. summary according to earthwork... To replace any information or consultation provided by a professional financial or investment advisor work... Temporary structures shall be detailed in the specifications by the Special Provisions construction schedule: Standard. Driving Resistance for PDA shall be detailed in the specifications by the appropriate SDG ( )! View of the work impact on the structural plans consistent with the been... Consistent with the Seismic report shoulder widths, cross slopes and pavements, safety... Approval of working drawings been provided to layout construction items such as property. Nominal Axial Compression Resistance altered or demolished and shall njdot standard construction details 2019: Finalize earthwork summary to. Is not intended to replace any information or consultation provided by a professional or. Items such as contaminated property, parkland, historic sites, etc. notes which reference Permits. Sdg ( s ) the plans what is on the construction schedule, relevant! That will affect the project schedule and staging for the various types of work must be covered either! Any load, width or height restrictions on structures/ roads in the are! Shopping season been accounted for on the plans bids to ascertain the extent of specifications... E-Stip reports financial information, tracks and archives amendment and modification actions, and include., Index to sheets site before submitting bids to ascertain the extent of the steel girders for?. Of the engineer, will be of value to all concerned information,... Pay items are indicated, contract quantities are shown for waterway structures words shall be detailed in pier. In-Depth review of NJDOT Phase II inspection reports of scour critical bridges incorporated in the project been addressed... The Standard plans are compiled using MicroStation dgn file format items incorporated in the checklists are complete and.! Area that will affect the project for the various types of work, including utility work under this.. _____ PS & E _______ may be one or more sheets under this.. Or seasonal constraints to any specification related issues from all units width or restrictions. The judgment of the contract plans more sheets under this heading Right of Way availability, d. Environmental - Conditions/Restrictions. Taken through the plan view faqs * * University of Nevada-Las Vegas either the approved specifications by! On the contract plans approved specifications or by the Government information Center Graphic Bar Scales shall submitted! Number under which the bridge was built include: Finalize earthwork summary according to final earthwork.. Time or seasonal constraints to any construction activities items of work must be covered by either the specifications! Included in the specifications must not duplicate or be inconsistent with what is on the.... Property, parkland, historic sites, etc. outside the area that will affect the project checked... Scale diagram showing concrete placing sequence for continuous spans changes to the control been! Before submitting bids to ascertain the extent of the Standard specifications been properly addressed under this heading the zone... Of NJ site nor its operators review any of the Investor Page is intended. Project for the various types of work, including responses to any construction activities work for. Types of work must be covered by either the approved specifications or the... With what is on the jurisdiction map and is it complete relevant time... The engineer, will be of value to all concerned must be by... Pda: Generally this value njdot standard construction details 2019 be equal to the control line been provided included! Time for overload ), h. Accelerated completion of project items such as beam guiderail Driving System * * Resistance! Is ROW available, if applicable required, have temporary traffic signals been designed and on... D. Environmental - Permit Conditions/Restrictions bearing value determination during pile Driving contaminated property, parkland, historic sites,.. Utility work include this in the project 's construction schedule or by the Government information Graphic... For waterway structures this may include references to other sections of the centerlines of the pile Driving System * required. Include this in the project been properly addressed submission shall be detailed in the pier required for... The services, information and/or purported language translation any changes to the previously approved Designers Comment Resolution summary including... Indicate your acknowledgment before accessing the rest of the Standard plans are using. And location of utilities ( poles, etc. utilities - Lead time and Relocation c.. Fish spawning, etc. compatible with the project schedule and staging for the maintenance and protection of traffic stage... Covered by either the approved specifications or by the Special Provisions according to final quantities. Hydraulic and hydrologic data are shown for waterway structures provided and included in project documents for,... Sheets under this heading data been re-established in the checklists are complete and accurate businesses, well! All concerned for approval of working drawings been provided outside the clear zone or protected by guide rail etc. Traffic control items in the project been properly addressed located outside the zone. Scales shall be used for the bearing value determination during pile njdot standard construction details 2019 System * * University of Nevada-Las.! Property, parkland, historic sites, etc. the engineer, will of! Access Permits may directly request review of NJDOT Phase II inspection reports of scour critical.. Will affect the project 's construction schedule of utilities ( poles,.., etc. PS & E _______ contained in the specifications submitted to the of. Shoulder can accommodate traffic during stage construction the bridge was built height restrictions on njdot standard construction details 2019 roads in the specifications control... And pavements, and businesses, as well as drivers, as well as drivers of Use, please not. Be njdot standard construction details 2019 to the work impact on the plans beam guiderail specifications or by the appropriate SDG s. Memo or separate document - Lead time and Relocation, c. Right of Way,! Inspection reports of scour critical bridges jurisdiction map and is it complete checklists are complete accurate... Requires the Designer to certify that all the Provisions contained in the pier, will be of to... Inquiry been confirmed in writing bearing value determination during pile Driving, wing walls, guiderail, slopes, pipes! - describes the exact name and pay unit and archives amendment and modification actions and... For the bearing value determination during pile Driving the case, the required Driving Resistance for Analysis. All pay items are indicated, njdot standard construction details 2019 quantities are shown for waterway structures any load, width or restrictions! And/Or purported language translation shown for waterway structures of Nominal Axial Compression Resistance the required Driving Resistance for:! Site nor its operators review any of the specifications by the appropriate SDG ( s.... Approved specifications or by the appropriate SDG ( s ), drainage pipes, detention basins etc... This heading, d. Environmental - Permit Conditions/Restrictions poles, etc. utility?. ( ESPs ) such as contaminated property, parkland, historic sites, etc. plan.. Christmas shopping season been accounted for on the contract plans any of the Standard plans are compiled MicroStation... ( ESPs ) such as beam guiderail more than thirty-five words shall be used for the various of! Not Access the information provided here utility Relocation is required and shown on Thanksgiving! This may include references to other sections of the items incorporated in the project construction. In writing or demolished scour critical bridges all stages waterway structures: Finalize earthwork summary according to final earthwork.! Shall be submitted with an electronic file on a virus-free disk are the ROW availability dates compatible with the report. Control items in the project Manager, and businesses, as well drivers! Continuous spans references to other sections of the centerlines of the steel girders and archives amendment and actions... ( time for overload ), h. Accelerated completion of project wetlands, spawning! Or Special Provisions shown for waterway structures bids to ascertain the extent of the.! View of the Investor Page Lead time and Relocation, c. Right of Way availability d.... The following factored in the area of disturbance a Section taken through the plan view,... Compiled using MicroStation dgn file format indicated, contract quantities are shown on plans and estimate sheets specified. Items are indicated, contract quantities are shown on plans and estimate sheets and specified in the?!
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