njdot standard construction details 2019
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Are there adequate traffic control items in the project for the maintenance and protection of traffic during all stages? Google Other sections of the Standard Specifications, such as Section 900, or ASTM and AASHTO standards should be referenced where applicable. For Private Developer projects, Major Access Permits may directly request review of the specifications by the appropriate SDG(s). Translate is an online service for which the user pays nothing to obtain a Franchise Tax 15M) December 2019 Edition: Initial Release (PDF); Annotated Version** (PDF) [Effective for projects with T.S & L. Approval after June 30, 2020.] The user is on notice that neither the State 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. water quality-oil water separator, turbidity barrier)? h. Are there any utility line shut down restrictions during certain months? This view usually indicates: Side views of the different girders. Finalize typical sections according to initial design review comments. If a design consultant submits a design submission but fails to perform all the required tasks, which later results in errors being discovered during construction, that consultant will be liable for any costs resulting from those errors. List of all new and revised items incorporated into the project since the previous submission. E-09 TRANSFORMER BASE AND POLE GROUNDING DETAILS. Adhering to the elements contained in this checklist, will minimize errors and major deficiencies in both the plans and other contract documents and ultimately result in an overall improvement to the quality and constructibility of projects. f. Soils Consolidation/Stabilization (time for overload), h. Accelerated completion of Project. 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 Relative locations of existing bridges to be altered or demolished. 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 Designers responses to all previous review comments. Translate is an online service for which the user pays nothing to obtain a Reference to the Standard Drawings should be included in the Index of Drawings shown on the General Plan and Elevation Sheet. Construction Project Facilitator - Contractor to AT&T NY / NJ Market Telecom. Environmental commitments that were integrated into the environmental document. Has lead time for approvals and testing of soils been included in the contract time? Have all permits been obtained for the contractor and the utility companies? Bidders shall visit the site before submitting bids to ascertain the extent of the work. of NJ site nor its operators review any of the services, information and/or *** Required Resistance for WEAP: Generally this value should be equal to the resistance Batter of piles Have the funding amounts (construction only) for each Fiscal Year been included under the Multi-Year section in the Special Provisions? 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. Have all the requirements of the "Guidelines for Landscape Architectural Consultants" been met? Refer to Guide Plate 3.17-1 of the. Translate is an online service for which the user pays nothing to obtain a purported language translation. This lists the criteria in designing the structure such as applicable specifications (AASHTO, AREAMA), minimum design loading and permissible increases in allowable stresses. 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. When the full verification has been completed, including resolution of any comments during the verification process, Quality Assurance will advise the Project Manager that completion of the Master Special Provisions can proceed. It may also include additional clarification on what additional work is or is not included. Route and Section number under which the bridge was built. Use of bridge numbers, overhead sign structure numbers, wall numbers, culvert numbers, etc. Included are topics about Policy, Procedures, Specifications and Design Standards (Manuals, Guidelines, and Computer Aided Design and Drafting drawings). NJTA is under no obligation to update any information included on the Investor Page. purported language translation. If the STATE determines that the CONSULTANT has not performed the required quality assurance tasks as stated therein and is in substantial noncompliance, the CONSULTANT shall have its prequalified status rescinded. 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? 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. For Department Design Projects, the various units must provide all additions and revisions to their respective information to the Production Team Manager in advance of the Final submission date. Files for 2009 forward are also presented in MicroStation (dgn) format. Do contractors and utility companies have access to the work site - Construction easements or access roads? E-05 TYPE V POLE-TOP LUMINAIRE MOUNTING ASSEMBLIES. Detail of foundation excavation pay limits in the pier area. The respective SDG(s) will review the Comment Resolution and/or meet with the Project Manager, the QA Unit, and the Designer to assist in resolving any outstanding issues. the NJDOT will consider the needs of all road users and neighbors. For Roadway involvement it would be sent to Quality Assurance. Required Resistance for WEAP Analysis of the Pile Driving System*** Have lane restrictions been noted in the utility agreement plans? One set of full-scale 22 by 36 inch (841 by 594 millimeters) CADD plans. April 2015 Edition: Initial Release (PDF); Annotated Version ** Quality Assurance Checklists (12/19) (PDF) Have Seismic design and retrofit details been provided? been verified to insure the existing shoulder can accommodate traffic during stage construction? Reinforcement Steel Bar List - These are used in computing net theoretical weight. Have existing utilities that will affect major items of work such as proposed footing locations or major drainage structures been located in the field? Doing Business If required, have temporary traffic signals been designed and shown on the contract plans? Includes the pay item nomenclature and pay unit. 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. NOTE: For any item checked off as N/A or No, a written explanation shall be provided. purported language translation. Has any required railroad work been included in the project, if applicable? FAQs Welcome to the Monmouth County Rumson-Sea Bright . of NJ site nor its operators review any of the services, information and/or FOIA Requests The relationship between the metric and U.S. customary values is neither an exact (soft) conversion nor a completely rationalized (hard) conversion. 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, Right of Way information and Design Traffic Data. Has a wide load traffic detour been provided due to the roadway width available to traffic? 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.). It includes: The plan is intended as a quick reference for all the structure work in the contract plans. Report Road condition, Delaware's Governor of NJ site nor its operators review any of the services, information and/or 2022Title: NYSDOT LRFD BRIDGE DESIGN . content from anything that may be linked to the State of NJ site for any New Site Builds Black & Veatch Aug 2018 - Oct 20191 year 3 months Greater New York City Area Our Division delivers. 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. in addition to names, is required. parties that are provided as a convenience, such as Google Translate. The Contractor shall submit a completed Pile and Driving Equipment Data Form and wave equation analysis using WEAP to demonstrate that piles can be driven with reasonable effort as indicated in the Specifications to the ordered lengths without damage 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. Documents Publications Construction Standards And DetailsCurrently selected Lists Discussions Sites People and Groups Recent Site Contents Filter Actions Print Go! - The NYSDOT Standard Specifications is a body of directions and requirements for commonly used items of construction for bridge and highway . Has the work impact on the Thanksgiving to Christmas shopping season been accounted for on the construction schedule, if applicable? Are all utility company representatives listed in the specifications? 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. 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 all commitments contained in the ROW agreements with property owners been included in the Plans and Specifications? Small scale diagram showing concrete placing sequence for continuous spans. When misinterpretation is possible, the limits of pay items shall be clearly indicated on the corresponding details of structure. The State of NJ site may contain optional links, Has a local resolution from the township supporting the specific construction activities to be performed at night been received? Finalize according to the initial design review comments, if any, and the pre-final review comments. Number of piles in each footing unit and total estimated length of piles in each footing unit Quality Assurance or in house Production Team will provide the latest federal wage rate call outs. Note in the transmittal memo if there are none. State Employees Instead, the notation should read (10 spaces @ 6' 2" = 61' 8"). These drawings show the details of various construction items and are used in conjunction with the Standard Specifications. Basis of Payment - describes the exact name and pay unit. Programs For contracts that contain more than one bridge, applicable standard detail sheets shall be provided with each structure. content from anything that may be linked to the State of NJ site for any 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: . 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). Approach roadways for temporary structures shall be detailed in the roadway plan portion of the Contract Plans. Have construction details for temporary or proposed crash cushions showing the layout, configuration, and appropriate weights been included in the plans? Jun 2002 - Sep 202018 years 4 months. 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? Estimated quantities of items incorporated on the sheet. Tax Center signage, and detour signage, Include notes on transitions between stages, Include a legend for signs and associated dimensions, Show details for signs that need to be made just for this project. Voting & Elections Do the materials required for construction compliment stage construction requirements? Examples: Stabilized base used where traffic is to be maintained in a superelevated section or excavation is available for embankment versus borrow excavation. Anticipated conditions/constraints that may result from required construction permits. Pile cut-off elevations Louis Berger. The Designers Certified DPS&E submission to Quality Assurance (or any other submission to SDG(s)) shall include two copies of the following in addition to other DPS&E requirements (transmittal forms will be as provided by the Project Manager, see sample forms): The Project Specific SI with any revisions and additions, marked in the appropriate location, so that the plans, estimate/proposal, schedules and other applicable documents will match the Special Provisions. Result from required construction permits the corresponding details of various construction items and are used in conjunction with Standard! User pays nothing to obtain a purported language translation '' been met memo if there are none project... Where traffic is to be maintained in a superelevated Section or excavation is for! More than thirty-five words shall be provided with each structure for contracts that contain more than one bridge applicable. 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