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. Have the funding amounts (construction only) for each Fiscal Year been included under the Multi-Year section in the Special Provisions? It includes: Has the designer properly incorporated the geotechnical design and recommendations given in the Geotechnical Foundation Engineering Report, the Geotechnical Roadway Engineering Report and/or Rock Engineering Report into the plans and specifications? A description of any changes to the previously approved Designers Comment Resolution Summary, including responses to any specification related issues from all units. Have all permits been obtained for the contractor and the utility companies? Delaware Topics of NJ site nor its operators review any of the services, information and/or 4. Have provisions been made to protect or replace existing NJ Geodetic Survey and US Army Corps of Engineers monuments? Relative position of footings Please enter your details on the below form . Toll Free: (800) 652 5600 information, services and/or content from other we bsites operated by third For contracts that contain more than one bridge, applicable standard detail sheets shall be provided with each structure. Have proper title blocks been provided on the jurisdiction map and are they complete? The following note shall be indicated on this sheet: Titles shall be in accordance with the current. All dimensions required to construct piles and footings Have stations and offsets been provided to layout construction items such as beam guiderail? (For details on EP Sheets, refer to the discussion on EP Sheets - Development and Content which follows below.). Has multi-year funding been considered in setting the completion date with the work limited to the amount of funds available in each Fiscal Year? He is competent in Highway/Roadway projects involving new design . The firms project manager and a principal of the firm must sign this certification. -Read Full Dislaimer. E-08 IDENTIFICATION TAG DETAILS. Location and identification of utilities. Estimated Pile Tip Elevation The State of NJ site may contain optional links, Do contractors and utility companies have access to the work site - Construction easements or access roads? The user is on notice that neither the State Notes which reference applicable permits, their expiration dates and, if relevant, time or seasonal constraints to any construction activities. If staging causes a grade separation, have traffic control devices (such as barrier curb) been provided to protect traffic? Conditions of the Stream Encroachment Permit have been incorporated in the plans, if applicable. information, services and/or content from other we bsites operated by third Standard Construction Details, 2016 The Contractors are contractually required to follow only the printed bound booklet, "Standard Construction Details Roadway-Traffic Control-Bridge, 2016" (pdf 42m), as of the date of the contract, and the revised details included as part of the Contract documents. parties that are provided as a convenience, such as Google Translate. Other units that have comments that affect the Special Provisions should clearly address those in their FDS Review memo to the QA 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. Phone: (775) 888-7070. [All users of the Investor Page remain subject to the general terms of use and disclaimers of NJTAs website.]. of NJ site nor its operators review any of the services, information and/or Number of piles in each footing unit and total estimated length of piles in each footing unit Anticipated conditions/constraints that may result from required construction permits. The Engineers Estimate will be sent electronically to NJDOT. Privacy Policy - Conducted research . Navigate to District Specific Standards to view specific drawings that pertain to IDOT districts. Use of terms such as (10 equal spaces = 61' 8") shall be avoided. Numbering system of piles for identification purposes. 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. Reconstruction replaces over a foot of the roadway below the street's surface and usually includes reconstruction of the curbs and sidewalks as well. At the pre-construction meeting, the Resident Engineer, contractor and Project Manager will discuss the information contained in the EP Sheets to ensure compliance during construction. Sections at pertinent locations Standard Construction Details. General Assembly Please read the Terms of Use below and indicate your acknowledgment before accessing the rest of the Investor Page. Has time been provided for asbestos removal work in the project schedule? Have Health and Safety Plan Costs been considered in the estimate? Have all fixed objects been located outside the clear zone or protected by guide rail, etc.? Project specific special provisions submitted on CD, with one hard copy. Email: dotpublic@delaware.gov, About DelDOT Is permit time compatible with the project schedule? Help Center Will adequate roadway width available be maintained during the shifting of breakpoints or lanes? 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. All updated and revised non-standard and standard electrical details are included. for which Utilities and Right of Way must be notified in writing.(. Roadway Plan Development Divisions Has a wide load traffic detour been provided due to the roadway width available to traffic? For Private Developer projects, Major Access Permits may directly request review of the specifications by the appropriate SDG(s). Has existing curve data been re-established in the field? The NJDOT e-STIP serves as an excellent reference for the general public as well. The State of NJ site may contain optional links, It may indicate: Sections taken through the columns and cap beams to better indicate dimensions and reinforcement steel locations. parties that are provided as a convenience, such as Google Translate. Live Traffic Camera State Agencies Has the electric service inquiry been confirmed in writing? Required Driving Resistance for Determination of the Bearing Value using PDA and CAPWAP** 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. Is the information on the structural plans consistent with the Seismic report? E-10 LIGHTING STANDARD ANCHOR BOLT DETAILS. 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. Does the Bar/CPM/Primavera Chart reflect the following items of work during acceptable temperature and weather periods? reason. Graphic Bar Scales shall be shown on Plan Sheets. 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. Have any contaminated soils or sites on the project been identified? Details of foundation and channel excavation payment lines. The Standard Construction Details files are indexed by year and provided in Adobe Portable Document Format (pdf). content from anything that may be linked to the State of NJ site for any been included in the Contract Documents? Approach roadways for temporary structures shall be detailed in the roadway plan portion of the Contract Plans. The NJDOT e-STIP reports financial information, tracks and archives amendment and modification actions, and promotes interagency collaboration. information, services and/or content from other we bsites operated by third The project limits are shown on the plans. A minimum pile penetration should not be specified solely to meet axial compression resistance. Environmentally Sensitive Parcels (ESPs) such as contaminated property, parkland, historic sites, etc. of NJ site nor its operators review any of the services, information and/or plans are consistent? Is the information on the structural plans consistent with the Foundation report? Does the information in the typical sections, tie and grade sheets and the construction plan sheets agree with the Design Exception? 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. The specifications must not duplicate or be inconsistent with what is on the plans. Translate is an online service for which the user pays nothing to obtain a Include this in the transmittal memo or separate document. Documents Publications Construction Standards And DetailsCurrently selected Lists Discussions Sites People and Groups Recent Site Contents Filter Actions Print Go! Estimated quantities of the items incorporated in the pier. content from anything that may be linked to the State of NJ site for any reason. Relative locations of existing bridges to be altered or demolished. For Roadway involvement it would be sent to Quality Assurance. Locations Directory The minimum information is: University of Nevada-Las Vegas. The user is on notice that neither the State Has existing and proposed curve data been shown on the plans? 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. It supports policy makers in making better informed decisions and promotes the use of electronic Government services. Has any required railroad work been included in the project, if applicable? University of South Bohemia Ceske Budejovice, ranked #930 by World University Rankings in 2018-2019. Delaware Courts Are other excavation items other than Roadway Excavation, Unclassified required? These documents are also available on the Departments Web site and through the Engineering Documents Unit. Pile splice details Environmental Plan If this is the case, the Required Driving Resistance for PDA shall be used for the bearing value determination during pile driving. Structure numbers shall also be shown in the index. Calculations are included for the following: g. Optical budget loss analysis, Foundations for ITS elements are included in the Geotechnical Foundation Engineering Report, Electric Service Inquiries are confirmed in writing, Traffic signal timing plans are complete for AM, off peak, and PM periods. Do the plans and specifications provide for clean-up? All proposed and existing roadside safety treatments conform to current NJDOT standards (guiderail, guiderail end treatments, crash cushions, sign supports, etc. 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). - Assisted in creating maps, reports for Transportation Research Center. the NJDOT will consider the needs of all road users and neighbors. 1263 S. Stewart Street. Design values are presented in this document in both metric and U.S. customary units and were developed independently within each system. 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)? Modifications of railroad electrification facilities, Protective shield over electrified railroad tracks. Tax Center Are the ROW availability dates compatible with the project schedule and staging for the various types of work, including utility work? E-07 HIGHMAST LIGHTING STANDARD DETAILS - 2. 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. 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. Have Specifications been included for all utility items? Louis Berger. Has the summer vacation season impact been accounted for on the construction schedule, if applicable? The purpose of these actions is to ensure that environmental commitments and other sensitive environmental or land use issues which could affect the design, right of way or construction of a project are properly tracked and included into construction plans so that they may be ultimately implemented by the Resident Engineer/contractor.
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