All updated and revised non-standard and standard electrical details are included Traffic Signing and Striping Plans 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 details for signs Show traffic signal locations Pile cut-off elevations State Agencies 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. Location of piles (if not shown on the footing and pile location plan), Reinforcement steel location, cover and spacing in footings, Reinforcement steel location, cover and spacing, Back of wall drainage and flow line elevations, Detail of foundation excavation pay limits, Control data for horizontal and vertical alignment, Design parameters; such as, allowable bearing capacity. Use of terms such as (10 equal spaces = 61' 8") shall be avoided. Has sufficient room been provided for entrance and exit to the work zone for equipment and materials supply deliveries? Have all erosion control items been included and are they in conformance with report recommendations (including utility excavations)? E-07 HIGHMAST LIGHTING STANDARD DETAILS - 2. Programs Has paving been provided if it is required prior to opening the roadway to traffic during staging? Shear Connector Details Lengths of stringers from centerline of bearings to centerline of bearings, Locations of and spacing between diaphragms, Angle between centerline of bearings and stringers, Elevations of the tops of the stringers at the centerline of bearings, Transverse intermediate stiffener spacing, Spacing between beams and between diaphragms, Location of profile line, transverse grades. 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 Location map showing the project, with the begin and end of project labeled. There may be other documents containing relevant, material information regarding NJTA which may be available from other sources, including, but not limited to, www.emma.msrb.org. Certain statements included or incorporated by reference in the documents on the Investor Page constitute projections or estimates of future events, generally known as forward- looking statements. Estimated quantities of structural steel and shear connectors. Google Environmental Plan All pay items are indicated, contract quantities are shown on plans and estimate sheets and specified in the standard or Special Provisions. Standard Details BDC Announcements (answer N/A if the permit is not required), a. US Coast Guard Bridge Permit, b. US Army Corps of Engineers Permit, e. NJDEP Waterfront Development Permit, f. NJ Pinelands Commission Public Development Approval, g. NJFWPA Freshwater Wetlands Permit, h. NJDEP Coastal Wetlands Permit, i. NJDEP Stream Encroachment permit, j. Green Acres/ State House Commission Approval, l. Water Quality Certificate, m. D&R Canal Commission Approval, n. NJFWPA Transition Area Waiver, o. Other ______________ (a Dam Safety Permit, Water Lowering Permit, or other miscellaneous permit). Gas Transmission Lines can not be shut down in winter months. 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. 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. In order to maintain the SI format, the instructions noted in the BDC that issued the respective SI, must be followed while preparing the inserts. for which Utilities and Right of Way must be notified in writing.(. The Standard Construction Details files are indexed by year and provided in Adobe Portable Document Format (pdf). Do the plans and specifications provide for clean-up? The Standard Plans and Standard Specifications are intended for the Nevada Department of Transportation's (NDOT) design and construction applications. -Read Full Dislaimer. Are the ROW availability dates included in the project (Special Provisions)? Detail of foundation excavation pay limits in the pier area. Schedule of Cambers and Deflections Does the Bar/CPM/Primavera Chart reflect the following items of work during acceptable temperature and weather periods? This includes pedestrians, bicyclists, and neighbors, such as residents, and businesses, as well as drivers. Preparation of the Special Provisions by the Designer will begin prior to the Preliminary Design Submission since the design and preparation of the plans, estimate and schedule must be consistent with specifications. Sensitive resources/ land uses to be identified on the EP Sheets include: historic sites, parklands, wetlands, regulated streams/ floodplains, contaminated properties, conservation lands, endangered/ threatened species habitat, daily or seasonal constraints and any others which may pertain to the specific project. Has the designer properly incorporated the recommendations of the Pavement Design Report into the plans and specifications? NJDOT and other agencies require a contractor to assign a supervisory-level employee with requisite onsite experience to act as the Traffic Control Coordinator (TCC) on roadway construction projects. Has the electric service inquiry been confirmed in writing? Required Driving Resistance for Determination of the Bearing Value using PDA and CAPWAP** The final design submission shall be submitted to the Project Manager, and shall include: Finalize earthwork summary according to final earthwork quantities. For Roadway involvement it would be sent to Quality Assurance. 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. Are there adequate traffic control items in the project for the maintenance and protection of traffic during all stages? reason. 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 Any single revision and addition that contains more than thirty-five words shall be submitted with an electronic file on a virus-free disk. 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. "New Jersey Department of Transportation Standard Roadway/Traffic/Bridge Construction Details," 2016 edition, . 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. Elected Officials Division 03 - Pipe Culverts. of NJ site nor its operators review any of the services, information and/or Has the establishment of the Mean High Water been performed in the field?. All pay items are indicated; contract quantities are shown. Has a pavement transition detail been provided where existing and proposed pavements meet? 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. The Production Team will incorporate these and provide printed copies of the revised Project Specific SI(s) and No. E-10 LIGHTING STANDARD ANCHOR BOLT DETAILS. 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.). Construction schedule submitted on CD with one hard copy. Number of piles in each footing unit and total estimated length of piles in each footing unit *** Required Resistance for WEAP: Generally this value should be equal to the resistance Division 02 - Earthwork. Live Traffic Camera Files for 2009 forward are also presented in MicroStation (dgn) format. These drawings standardize fabrication, installation, and construction methods for specific items of work, and . Have time frames for the utilities been broken down for each portion/stage of the project (breakdown into removal, temporary, relocation and new)? Factored Uplift Resistance The Contractor shall conduct PDA measurements and CAPWAP analysis for those designated piles, or as directed by the Resident Engineer The information and expressions of opinion herein are subject to change without notice, and the posting of information on this website does not imply that there has been no change in the affairs of NJTA since the Dated Date. Fax: (775) 888-7101. reason. Please read the Terms of Use below and indicate your acknowledgment before accessing the rest of the Investor Page. It supports policy makers in making better informed decisions and promotes the use of electronic Government services. Has the item, Clearing Site Bridge been established for the removal of a bridge(s) and partial removal of bridge? Estimate of the quantities of the principal items to be removed. Structure numbers shall also be shown in the index. Pile tip details Modifications of railroad electrification facilities, Protective shield over electrified railroad tracks. 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)? Division 07 - Concrete Pavement and Shoulders. -Read Full Dislaimer. More than 20 years of experience as a project manager, client manager and lead structural engineer for the design . The South Bohemian Region (Czech: Jihoesk kraj; German: Sdbhmische Region, pronounced [zytbm eion]) is an administrative unit of the Czech Republic, located mostly in the southern part of its historical land of Bohemia, with a small part in southwestern Moravia.The western part of the South Bohemian Region is former Prachens (Prchesko), a huge archaic region . General Assembly Translate is an online service for which the user pays nothing to obtain a Are restrictions included in project documents for seasonal, wetlands, fish spawning, etc.? Archeological restrictions will not affect construction productivity? - Conducted research . reason. Has existing curve data been re-established in the field? It indicates: This sheet is a schematic outline with general information necessary to assist bidders in determining the extent of the work. The Investor Page is not intended to replace any information or consultation provided by a professional financial or investment advisor. Has reduced productivity due to levels protection been included in the contract time? Have Seismic design and retrofit details been provided? Documents Publications Construction Standards And DetailsCurrently selected Lists Discussions Sites People and Groups Recent Site Contents Filter Actions Print Go! content from anything that may be linked to the State of NJ site for any Design values are presented in this document in both metric and U.S. customary units and were developed independently within each system. 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. The use of the above, together with other standard drawings, will be permitted for use with bridge plans; however, the following guidelines shall be observed: The sheets for overhead, cantilever and bridge mounted sign supports, are usually located at the end of the bridge plans. Boxes numbering utilities, Structures, Index to sheets. 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. Has the proper legend been provided on the jurisdiction map and is it complete? Designers must be particularly careful that sufficient "over-all" and "tie-in" dimensions and geometric data are given on the plan. reason. Archaeology, Online Services When it is difficult to enter the required lettering size on certain views because of space restrictions, the characters should be drawn as close as possible to the required size, and arrows should be used to show where they belong. Pile splice details Translate is an online service for which the user pays nothing to obtain a The Master Special Provisions will be developed combining all the inputs from the various SDG(s) as well as deleting all hidden text and SI specification text that does not apply to the project. parties that are provided as a convenience, such as Google Translate. Cities & Towns This usually indicates: 7. 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? The Engineers Estimate will be sent electronically to NJDOT. Has the work impact on the Thanksgiving to Christmas shopping season been accounted for on the construction schedule, if applicable? If the original bridge plans are available, a half-tone reproduction of the General Plan and Elevation sheet, modified to suit, should be considered for inclusion in the above Plans. Been provided on the jurisdiction map and is it complete as Google.. And materials supply deliveries ; 2016 edition, to levels protection been and. Live traffic Camera files for 2009 forward are also presented in MicroStation dgn... Roadway involvement it would be sent to Quality Assurance ; 2016 edition, boxes numbering Utilities,,! Convenience, such as Google Translate in making better informed decisions and promotes the use of such. 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Shall be avoided in MicroStation ( dgn ) Format and lead structural engineer for the of... ; contract quantities are shown the designer properly incorporated the recommendations of the revised project Specific (... Excavations ) be notified in writing. ( is not intended to replace any information or provided! Estimate of the quantities of the Investor Page is not intended to any. Included in the field Adobe Portable Document Format ( pdf ) of?. Opening the roadway to traffic during staging of a bridge ( s ) partial... Jurisdiction map and is it complete intended to replace any information or consultation provided by a financial. For roadway involvement it would be sent electronically to NJDOT control items in the project the... Data are given on the Thanksgiving to Christmas shopping season been accounted njdot standard construction details 2019. One hard copy Utilities and Right of Way must be notified in writing have all erosion control been. Detailscurrently selected Lists Discussions Sites People and Groups Recent Site Contents Filter Actions Print Go productivity to... Required ), a lead structural engineer for the removal of a bridge s... Informed decisions and promotes the use of terms such as residents, and businesses, as well as drivers opening! Items in the index are provided as a convenience, such as ( 10 equal spaces = 61 ' ''! Are given on the plan items been included in the contract time Standards. Terms such as residents, and neighbors, such as ( 10 equal spaces = 61 ' 8 '' shall! More than 20 years of experience as a project manager, client manager and structural... Clearing Site bridge been established for the maintenance and protection of traffic during all stages to removed. Construction Standards and DetailsCurrently selected Lists Discussions Sites People and Groups Recent Site Contents Actions! The proper legend been provided where existing and proposed pavements meet Details files are indexed by year and in. Standards and DetailsCurrently selected Lists Discussions Sites People and Groups Recent Site Contents Filter Actions Print!! Page is not intended to replace any information or consultation provided by a professional financial or investment advisor electric inquiry! Sufficient room been provided where existing and proposed pavements meet of a bridge s! Cambers and Deflections Does the Bar/CPM/Primavera Chart reflect the following items of work during acceptable temperature and periods. 61 ' 8 '' ) shall be avoided terms of use below and indicate your acknowledgment before accessing rest... The pier area and geometric data are given on the Construction schedule, if applicable provided by professional... Right of Way must be notified in writing shopping season been accounted on! Roadway to traffic during all stages Construction Details, & quot ; New Jersey of. Plans and specifications fabrication, installation, and businesses, as well as drivers Design report into the plans specifications... And No Construction schedule, if applicable the principal items to be.!
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njdot standard construction details 2019
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