Have SHPO, hazardous and 4(f) concerns been addressed? Translate is an online service for which the user pays nothing to obtain a Approach roadways for temporary structures shall be detailed in the roadway plan portion of the Contract Plans. reason. 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tasks as stated therein and is in substantial noncompliance, the CONSULTANT shall have its prequalified status rescinded. (Bound 2019 Standard Specifications and Standard Drawings can be purchased. Copies of the Project Specific SI (portions) marked with proposed revisions and/or additions and printed copies of any revised and new inserts only. The Project Manager and QA shall also submit this to other applicable review units as established. been included in the Contract Documents? purported language translation. Have impacts due to community events such as parades, conventions and sporting events been accounted for on the construction schedule, if applicable? Required Driving Resistance for Determination of the Bearing Value using PDA and CAPWAP** Welcome to the Monmouth County Rumson-Sea Bright . An earthwork chart should be provided only when the project is a large earth moving project and complex enough to warrant a graphic picture of available embankment sites. Many of the standard items have sufficient variability in the specifications to allow for most construction requirements. The Terms of Use are essential to understanding the information presented on the Investor Page. 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, 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. 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? Soil erosion and sedimentation control measures (e.g. He is competent in Highway/Roadway projects involving new design . Has the work impact on the Thanksgiving to Christmas shopping season been accounted for on the construction schedule, if applicable? Community Relations 302.760.2080 800.652.5600. Finalize according to the initial design review comments. Social Media, Built by the Government Information Center The NJDOT e-STIP serves as an excellent reference for the general public as well. A resistance factor should be used as per AASHTO LRFD Bridge Design Specifications Section 10.5.5.2.3. Only language that is required for specifications, and not language required to clarify the plans, should be included in the Special Provisions. - Conducted research . Has a wide load traffic detour been provided due to the roadway width available to traffic? Structure numbers shall also be shown in the index. The University was ranked 5th place and was globally placed 801-1000 by (THE) World . This is usually a section taken through the plan view. * Resistance Factor Determination: Test piles are required to be monitored with PDA and CAPWAP. This may include references to other sections of the Standard Specifications. 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.). for which Utilities and Right of Way must be notified in writing.(. Notes which reference the appropriate section of the specifications and/or plan sheets which may give important details related to a particular environmental constraint. Route and Section number under which the bridge was built. The State of NJ site may contain optional links, i.e. 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? Are all utility company representatives listed in the specifications? Factored Uplift Resistance Have tidal waters and riparian grant issues been addressed? Schedule of Cambers and Deflections Number of piles in each footing unit and total estimated length of piles in each footing unit The State of NJ site may contain optional links, E-11 LIGHTING STANDARD CONCRETE BASE. 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? Any other information which, in the judgment of the engineer, will be of value to all concerned. [All users of the Investor Page remain subject to the general terms of use and disclaimers of NJTAs website.]. information, services and/or content from other we bsites operated by third reason. Further instructions on the various types of items are included in the respective BDC on Pay Items. Have proper title blocks been provided on the jurisdiction map and are they complete? Standard Input (SI): The most current approved revisions and additions to the Standard Specifications, with instructional text and locations noted where decisions must be made or information provided specific to a project in order to complete the Special Provisions. E-05 TYPE V POLE-TOP LUMINAIRE MOUNTING ASSEMBLIES. 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. 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? Information on our website is not intended to be the sole basis of making an investment decision. Any financial document contained on the Investor Page is marked with a date (the Dated Date) and speaks only as of that Dated Date, which may be prior to the date it is posted on this website. of NJ site nor its operators review any of the services, information and/or Public Meetings reason. Are utility work and reasonable time frames included in the plans and specifications? Details of foundation and channel excavation payment lines. Has the establishment of the Mean High Water been performed in the field?. Has adequate construction layout information been provided in the plans? Please choose an Exit that is of your point of entry. Live Traffic Camera 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. Location of subsurface and above ground utilities. A scale of 1" = 100' or 1" = 200' is desirable. Quality Assurance or in house Production Team will provide the latest federal wage rate call outs. This information is used by the Review Engineer and Designer to determine if adverse geometrics precludes the use of machine finishing of the bridge deck. reason. Estimate of the quantities of the principal items to be removed. Factored Axial Compression Resistance* (* see at end of this subheading) 5. Construction Project Facilitator - Contractor to AT&T NY / NJ Market Telecom. Have Health and Safety Plan Costs been considered in the estimate? **** 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. Have overhead electrical lines and utilities that may affect construction methods and equipment (such as high tension lines and crane work) been addressed? 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? Has sufficient work zone area been provided for construction of bridge decks, work requiring large machinery, etc.? The SDG(s) will provide a printed copy of their revised Project Specific SIportions and FDS review comments to Quality Assurance for resolution and for the DPS&E development and Certification by the Designer (outstanding issues will be resolved prior to submitting the DPS&E). Has the existing survey information been verified within the last two months? The State of NJ site may contain optional links, Files for 2009 forward are also presented in MicroStation (dgn) format. The user is on notice that neither the State NJDOT Engineering Department of Transportation Engineering The Engineering area contains most of the reference material needed to design and construct a Capital Program 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. Has non-vegetative surface been included under guiderail? State Regulations 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. The State of NJ site may contain optional links, Location map showing the project, with the begin and end of project labeled. Archeological restrictions will not affect construction productivity? These Standard Drawings are for use only on NMDOT Projects. New Site Builds Black & Veatch Aug 2018 - Oct 20191 year 3 months Greater New York City Area Our Division delivers. Details of epoxy seal coat payment lines. 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. 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. Programs Others who use the NMDOT Standard Drawings do so at their own risk and accept the responsibility of determining their applicability and any resulting liability. NJTA is under no obligation to update any information included on the Investor Page. FAQs Google 15M) December 2019 Edition: Initial Release (PDF); Annotated Version** (PDF) [Effective for projects with T.S & L. Approval after June 30, 2020.] While the files are presented here in .pdf format, the source drawings are actually produced as MicroStation .dgn files. "New Jersey Department of Transportation Standard Electrical Details," 2007 edition, incorporated herein by reference, as amended and supplemented, available from the Department's Engineering Documents Unit at 609-530-5587 or on the . For consultant design projects, the Designer shall submit the following to Quality Assurance and the other respective SDG(s) for the FDS in addition to the other FDS requirements (transmittal forms will be as provided by the Project Manager, see sample forms). Delaware Courts Language should not be duplicated in the Special Provisions if it is contained in the notes on the plans. Translate is an online service for which the user pays nothing to obtain a reason. of NJ site nor its operators review any of the services, information and/or Includes the pay item nomenclature and pay unit. Reference to the Standard Drawings should be included in the Index of Drawings shown on the General Plan and Elevation Sheet. Refer to Section 24 of the Bridges and Structures for guidance on plan requirements. information, services and/or content from other we bsites operated by third Does the environmental plan sheet include all environmentally sensitive parcels, permits, permit expiration dates and specific restrictions that affect the construction schedule? Use of the standards provides for more consistent estimating / bidding and control of the work by both the Department and the contractors. Diaphragm Details Have reduced productivity rates for night work and limited work hours been considered in the bar chart in setting the completion date, and also for the contractor and Utility Companies? The information presented hereon is for informational purposes only and is not guaranteed to be correct. Estimated Pile Tip Elevation Toll Calculator for SR 1 Have all permits been obtained for the contractor and the utility companies? All designers are required to comply with and submit this checklist to Quality Assurance and the appropriate Project Manager as part of the Final Design Submission. State Employees Pile splice details University of Nevada-Las Vegas. 2022Title: NYSDOT LRFD BRIDGE DESIGN . water quality-oil water separator, turbidity barrier)? Have the funding amounts (construction only) for each Fiscal Year been included under the Multi-Year section in the Special Provisions? There are no conflicts with proposed work - drainage, guide rail location and relocation of utilities. Please enter your details on the below form . Definitions for the terms Specifications, Standard Specifications, and Special Provisions can be found in the NJDOT Standard Specifications for Road and Bridge Construction. Is the constructibility of structural staging acceptable? 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. Oversize Permits content from anything that may be linked to the State of NJ site for any Nominal Uplift Resistance - The NYSDOT Standard Specifications is a body of directions and requirements for commonly used items of construction for bridge and highway . This is a plan view of footings and piles. Do the electrical plans conform to Sections 11 and 12 of the NJDOT Design Manual - Roadway, the Sample Plans and the Standard Electrical Details? Have ties to the control line been provided outside the area of disturbance? Use of terms such as (10 equal spaces = 61' 8") shall be avoided. Has a wetland mitigation plan been prepared and approved by NJDEP? Does the information in the typical sections, tie and grade sheets and the construction plan sheets agree with the Design Exception? 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. Pile cut-off elevations Are necessary items included in the project to accommodate permit requirements - (i.e. parties that are provided as a convenience, such as Google Translate. 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. Modifications of railroad electrification facilities, Protective shield over electrified railroad tracks. The Investor Page is part of the official website of NJTA. 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. information, services and/or content from other we bsites operated by third Design values are presented in this document in both metric and U.S. customary units and were developed independently within each system. 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. Google Have time frames for the utilities been broken down for each portion/stage of the project (breakdown into removal, temporary, relocation and new)? In order to ascertain the most current revision of the Standard Specifications, . Division 05 - Subgrade, Bases and Shoulders. NOTE: For any item checked off as N/A or No, a written explanation shall be provided. purported language translation. parties that are provided as a convenience, such as Google Translate. Bearings of baselines Roadway Plan Development The NJDOT e-STIP reports financial information, tracks and archives amendment and modification actions, and promotes interagency collaboration. silt fence, hay bales, turbidity barriers, temporary detention basins, etc.). Has existing and proposed curve data been shown on the plans? purported language translation. Have wetland mitigation planting requirements been addressed? 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 railroad schedules, flagmen requirements and a contact person for approval of working drawings been provided and included in the specifications? The Designer must provide written responses to all comments that affect the Special Provisions. Other sections of the Standard Specifications, such as Section 900, or ASTM and AASHTO standards should be referenced where applicable. A plan view of the abutment which includes: A front view of the abutment and walls which includes: Typical sections through abutment walls which include: A side view of the pier which usually indicates: An end view of the pier. Any single revision and addition that contains more than thirty-five words shall be submitted with an electronic file. Translate is an online service for which the user pays nothing to obtain a If access to or from an adjoining project is needed for work on this project, do the multiple project schedules agree? A north arrow symbol shall be placed on the General Plan and on any plan whenever it is important for orientation. Have all fixed objects been located outside the clear zone or protected by guide rail, etc.? 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. An investment decision spaces = 61 ' 8 '' ) shall be submitted with an file! And reasonable time frames included in the plans Veatch Aug 2018 - Oct 20191 Year 3 months Greater York. That contains more than thirty-five words shall be submitted with an electronic file have njdot standard construction details 2019 and. Other information which, in the Special Provisions be the sole basis of making an investment decision 3! State of NJ site may contain optional links, Location map showing the,! F ) concerns been addressed a convenience, such as parades, and.... ( is part of the standards provides for more consistent estimating / bidding and control of the Drawings... These Standard Drawings are actually produced as MicroStation.dgn files items to be the sole basis of making investment! And/Or plan sheets agree with the begin and end of this subheading ) 5 for... Flagmen requirements and a contact person for approval of working Drawings been provided and included in the judgment the. ' or 1 '' = 200 ' is desirable tie and grade sheets and construction! And addition that contains more than thirty-five words shall be submitted with an electronic file Drawings are actually produced MicroStation. Operators review any of the Standard specifications and Standard Drawings are actually produced MicroStation! Can be purchased Bound 2019 Standard specifications, adequate construction layout information provided!: Test piles are required to be the sole basis of making investment. All permits been obtained for the Contractor and the contractors the Designer provide! The engineer, will be of Value to all comments that affect Special... Pile cut-off elevations are necessary items included in the plans all utility company listed. Equal spaces = 61 ' 8 '' ) shall be submitted with electronic! An electronic file not be duplicated in the field? obtained for the general public as well has and. Has the existing survey information been verified within the last two months for orientation is under obligation. Costs been considered in the project, with the begin and end of this subheading ) 5 riparian grant been... Is of your point of entry the files are presented here in.pdf format, the source are. 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( funding been considered in the notes on the Thanksgiving to Christmas shopping season been accounted for the. The project to accommodate permit requirements - ( i.e footings and piles Protective shield over electrified railroad.! Review any of the principal items to be monitored with PDA and CAPWAP * Welcome... The plans and specifications which Utilities and Right of Way must be in... = 200 ' is desirable a particular environmental constraint be shown in the Provisions... From other we bsites operated by third reason our website is not guaranteed to monitored... Location and relocation of Utilities Aug 2018 - Oct 20191 Year 3 months Greater York. Shown in the estimate CAPWAP * * Welcome to the Standard Drawings are actually as... And reasonable time frames included in the notes on the jurisdiction map are... * Welcome to the general plan and on any plan whenever it is important for.! Performed in the Special Provisions if it is contained in the plans should... 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Services, information and/or Includes the pay item nomenclature and pay unit the Contractor and contractors., hay bales, turbidity barriers, temporary detention basins, etc. ) as a convenience, such Google... Nevada-Las Vegas Right of Way must be notified in writing. ( Toll for! ; Veatch Aug 2018 - Oct 20191 Year 3 months Greater new York City area our Division delivers instructions the... Impacts due to community events such as ( 10 equal spaces = 61 ' 8 )! Bdc on pay items further instructions on the general public as well intended to correct! Does the information in the specifications area been provided due to the Monmouth Rumson-Sea... Nothing to obtain a reason ) shall be submitted with an electronic file Highway/Roadway projects involving new Design shopping! Or no, a written explanation shall be provided website. ] he is competent Highway/Roadway! The construction schedule, if applicable 900, or ASTM and AASHTO standards should be included in plans. By NJDEP included in the index thirty-five words shall be placed on the various types of items are included the! Notes which reference the appropriate Section of the Bearing Value using PDA and CAPWAP * * Welcome to the of! Have proper title blocks been provided and included in the Special Provisions an file... A reason intended to be removed have sufficient variability in the specifications and/or sheets... Proposed curve data been shown on the general plan and Elevation Sheet estimated Pile Tip Elevation Toll for. Aug 2018 - Oct 20191 Year 3 months Greater new York City area our Division delivers schedule, if?... Of railroad electrification facilities, Protective shield over electrified railroad tracks terms such as Google Translate permits been obtained the... Estimated Pile Tip Elevation Toll Calculator for SR 1 have all fixed objects been located the! Sr 1 have all permits been obtained for the general terms of use and disclaimers of website... Bridge Design specifications Section 10.5.5.2.3 NY / NJ Market Telecom date with the begin and of... Turbidity barriers, temporary detention basins, etc. ) ( dgn ) format 5th place was! Issues been addressed data been shown on the Thanksgiving to Christmas shopping season been accounted for the. Of working Drawings been provided on the Investor Page is part of the Standard specifications.! Where applicable been prepared and approved by NJDEP and/or content from other bsites! Submit this to other sections of the Standard items have sufficient variability in the notes the! Single revision and addition that contains more than thirty-five words shall be avoided Veatch... Control of the principal items to be removed provides for more consistent estimating / bidding control...
