Factored Axial Compression Resistance* (* see at end of this subheading) Google in-depth review of NJDOT Phase II inspection reports of scour critical bridges . 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. Google If the STATE determines that any design submittal items noted in the QA checklist prepared by the CONSULTANT are unacceptable due to errors, omissions, or failure to comply with the requirements of the checklist, the CONSULTANT shall correct and revise the deficiency in accordance with directions received from the STATE at no cost to the STATE. The CONSULTANT shall be liable to the STATE for all damages to the STATE caused by the CONSULTANTs negligent errors and omissions, including interest and other expenses. MMXVI Delaware.gov, Approved Alternatives to Standard Details. Gross Receipts Tax The Production Team will incorporate these and provide printed copies of the revised Project Specific SI(s) and No. Are there architectural plans for partial demolitions in the project? reason. Withholding Tax For structures over waterways, is the information on the structural plans consistent with the Scour report? There are no conflicts with proposed work - drainage, guide rail location and relocation of utilities. Details of foundation and bridge excavation pay limits. **** 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. The Terms of Use are essential to understanding the information presented on the Investor Page. These statements are generally identifiable by the terminology used such as anticipate plan, expect, estimate, budget or other similar words. 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.). Has sufficient work zone area been provided for construction of bridge decks, work requiring large machinery, etc.? Have railroad schedules, flagmen requirements and a contact person for approval of working drawings been provided and included in the specifications? Have the shoulder widths, cross slopes and pavements, and location of utilities (poles, etc.) 8. Phone: (775) 888-7070. NOTE: For any item checked off as N/A or No, a written explanation shall be provided. More than 20 years of experience as a project manager, client manager and lead structural engineer for the design . Are the right-of-way lines, easements, slope lines, alignment data, and driveways consistent on the right-of-way and construction plans? When misinterpretation is possible, the limits of pay items shall be clearly indicated on the corresponding details of structure. The purpose of the Environmental Plan Sheet is to provide the Project Manager, designer, Resident Engineer and construction contractor an easy way to monitor, update and implement during construction all environmental commitments and permit conditions on a project. It will also graphically indicate the location of any sensitive environmental resources, land uses and/ or other properties. 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. The Standard Construction Details files are indexed by year and provided in Adobe Portable Document Format (pdf). -Read Full Dislaimer. Finalize typical sections according to initial design review comments. Have ties to the control line been provided outside the area of disturbance? Minimum Pile Tip Elevation (only specified if necessary)**** It includes: Information required to be provided pursuant to NJTAs continuing disclosure undertakings entered into pursuant to Rule 15c2- 12(b)(5) of the Securities and Exchange Commission is available on the Electronic Municipal Market Access (EMMA) system of the Municipal Securities Rulemaking Board located at www.emma.msrb.org. It may also include additional clarification on what additional work is or is not included. Has paving been provided if it is required prior to opening the roadway to traffic during staging? The Designer must provide written responses to all comments that affect the Special Provisions. 4. *** Required Resistance for WEAP: Generally this value should be equal to the resistance Are restrictions included in project documents for seasonal, wetlands, fish spawning, etc.? The user is on notice that neither the State Will adequate roadway width available be maintained during the shifting of breakpoints or lanes? 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. Nominal Axial Compression Resistance Notes concerning any special requirements; such as, removal of unsuitable materials, minimum tip penetration, or any other special considerations, shall be included on this sheet. All proposed and existing roadside safety treatments conform to current NJDOT standards (guiderail, guiderail end treatments, crash cushions, sign supports, etc. (Roadway Excavation, Rock or Roadway Excavation, Earth are not recommended), All non-standard items and specifications have been approved by the Project Manager, All non-standard proprietary items have been approved by the FHWA, Revisions and additions have been marked on the Project Specific SI's and/or additional Special Provision inserts provided (with electronic files to each respective Specifications Development Group), Specifications/details have been included for all non-standard work items, Additional estimate documentation has been provided where additions or revisions made to a standard item could substantially revise the cost, The specifications for a Lump Sum item clearly spell out the work which will be included in the payment for the item and additional estimate documentation has been provided, Non-standard item numbers have been approved by Quality Assurance, including revisions to existing standard items, A final Engineer's Construction Cost Estimate has been submitted, Requirements of the Initial Design Submission QA Checklist have been satisfied. parties that are provided as a convenience, such as Google Translate. These drawings show the details of various construction items and are used in conjunction with the Standard Specifications. E-08 IDENTIFICATION TAG DETAILS. However, the resistance for the WEAP could be higher if a hard layer is required to be driven through. Nominal Uplift Resistance Have wetland mitigation planting requirements been addressed? Have provisions been made to protect or replace existing NJ Geodetic Survey and US Army Corps of Engineers monuments? Special provisions combine the current Standard Input (SI) with the project specific information. These views usually indicate: 3. Have at least 2 benchmarks per plan sheet been provided on locations which will not be disturbed by construction? Diaphragm Details 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. Weather & Travel, Contact Us e. Material Availability - Is lead time required for steel, electrical, fabrication, micro tunnel equipment, etc. purported language translation. The NJDOT e-STIP reports financial information, tracks and archives amendment and modification actions, and promotes interagency collaboration. 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. Batter of piles 2022Title: NYSDOT LRFD BRIDGE DESIGN . 2014 Standard Specifications (Includes Supplemental Specifications published on October 1, 2016) 2014 Standard Specifications (Includes Supplemental Specifications published on October 1, 2015) Manual and Publication Sales Order Printed Specification Manuals Resources Notice of Disclaimer Contact Staff Phone: 701-328-2590 By choosing to continue and view the information on the Investor Page you are acknowledging that you have read and understand and accept these Terms of Use. 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. In Delaware: (302) 760 2080 * Resistance Factor Determination: Test piles are required to be monitored with PDA and CAPWAP. The Engineers Estimate will be sent electronically to NJDOT. -Read Full Dislaimer. These must match the plans and proposal. 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. Has adequate construction layout information been provided in the plans? 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? Each drawing has been prepared under the direct supervision of a professional engineer, licensed in the state of Washington, knowledgeable in the specialized field of civil engineering depicted in that drawing. Has the establishment of the Mean High Water been performed in the field?. Have time frames for the utilities been broken down for each portion/stage of the project (breakdown into removal, temporary, relocation and new)? This may include references to other sections of the Standard Specifications. 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. Does the location of lighting units show on the plans? This includes pedestrians, bicyclists, and neighbors, such as residents, and businesses, as well as drivers. 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. If, because of lack of space on a particular sheet, it is necessary to place a view or a section on another sheet, both sheets should be clearly cross-referenced. The above list is included in the projects CED file, or if the project is covered by a different environmental document, then the list is inserted into the appropriate main file. In order to ascertain the most current revision of the Standard Specifications, . 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. information, services and/or content from other we bsites operated by third h. Are there any utility line shut down restrictions during certain months? information, services and/or content from other we bsites operated by third Have all fixed objects been located outside the clear zone or protected by guide rail, etc.? Programs Are utility time frames compatible and construction time integrated with staging and type of work to be performed (relocation of poles, resetting, etc.)? Project specific special provisions submitted on CD, with one hard copy. By choosing to continue and view the information on the Investor Page you are acknowledging that you have read and understand and accept the Terms of Use. Finalize Tie Sheets according to initial design review comments, Clearing site area, if the project involves only demolition, Beginning and end of project (state/ federal), stations and federal numbers shown; stops and resumes shown, Limits of removal of concrete base and surface courses, and removal of bituminous concrete overlay clearly shown, All pay items are indicated; contract quantities are shown on plans and estimate sheets and specified in the standard or special provisions, Show existing and proposed profile, superimposed, Show roadway slopes and vertical curve information, Label existing and proposed elevations and structures, Finalize according to initial design review comments, Show road and ramp baseline and station numbers, If applicable, label top and bottom of slope or location to match existing slope, Show drainage appurtenances and label inverts, Show traffic flow during each stage of construction, including the transition from If staging causes a grade separation, have traffic control devices (such as barrier curb) been provided to protect traffic? These documents are also available on the Departments Web site and through the Engineering Documents Unit. Has the work impact on the Thanksgiving to Christmas shopping season been accounted for on the construction schedule, if applicable? Method of Measurement - describes how the item will be measured for payment, such as: by unit, foot, cubic yard or lump sum. Please enter your details on the below form . Preferably, plans, sections, and elevations should be drawn to a scale not less than 1/4 inch per foot and details to a scale not less than 3/8 inch per foot, except on the General Plan and Elevation Sheet. Archaeology, Online Services E-05 TYPE V POLE-TOP LUMINAIRE MOUNTING ASSEMBLIES. Jun 2002 - Sep 202018 years 4 months. information, services and/or content from other we bsites operated by third Factored Uplift Resistance content from anything that may be linked to the State of NJ site for any been included in the Contract Documents? Delaware Courts Fax: (775) 888-7101. The CONSULTANTs signatory hereby certifies that the CONSULTANT has agreed to this certification, and that the design submission is complete and correct. No inference should be made that the operations of NJTA and/or other economic or financial conditions have remained the same since the Dated Date. Division 05 - Subgrade, Bases and Shoulders. If you do not accept these Terms of Use, please do not access the information provided here. of NJ site nor its operators review any of the services, information and/or silt fence, hay bales, turbidity barriers, temporary detention basins, etc.). Use of the standards provides for more consistent estimating / bidding and control of the work by both the Department and the contractors. Instead, the notation should read (10 spaces @ 6' 2" = 61' 8"). Have existing utilities that will affect major items of work such as proposed footing locations or major drainage structures been located in the field? Abutment form panel arrangement and scoring, Pay limits for foundation and bridge excavation, Granite masonry or Stainless Steel Pier Protection. Are full shifts available to the contractor? 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? Definitions for the terms Specifications, Standard Specifications, and Special Provisions can be found in the NJDOT Standard Specifications for Road and Bridge Construction. Have Federal wildflower planting requirements been met? information, services and/or content from other we bsites operated by third Have overhead electrical lines and utilities that may affect construction methods and equipment (such as high tension lines and crane work) been addressed? (For details on EP Sheets, refer to the discussion on EP Sheets - Development and Content which follows below.). Pile tip details Have lane restrictions been noted in the utility agreement plans? Is all proposed construction including silt fence, wing walls, guiderail, slopes, drainage pipes, detention basins, etc. Business First Steps, Phone Directory -Read Full Dislaimer. Space between the letters shall be one-half the width of the widest letter, and space between the lines of lettering shall be one-half the height of the tallest letter. They can be downloaded off of the NJDOT website. Mobile Apps Are there adequate traffic control items in the project for the maintenance and protection of traffic during all stages? Tax Center Bridge Design Specifications Design Manual, Part 4 Structures (DM-4) (Pub. 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. State Agencies Please choose an Exit that is of your point of entry. This certification requires the Designer to certify that all the provisions contained in the checklists are complete and accurate. 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 other information which, in the judgment of the engineer, will be of value to all concerned. Have all erosion control items been included and are they in conformance with report recommendations (including utility excavations)? Community Relations 302.760.2080 800.652.5600. Are the ROW availability dates included in the project (Special Provisions)? Construction schedule submitted on CD with one hard copy. reason. This checklist is a comprehensive tool designed to assist the designer in ensuring that the contract documents are developed in accordance with applicable standards and guidelines. Oversize Permits 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). Have SHPO, hazardous and 4(f) concerns been addressed? This sheet may also include: A top view of the centerlines of the steel girders. The State of NJ site may contain optional links, content from anything that may be linked to the State of NJ site for any Schedule of Cambers and Deflections Is the constructibility of structural staging acceptable? Have provisions been included to account for the impact of construction on the routing of school buses and/or emergency vehicles, if applicable? of NJ site nor its operators review any of the services, information and/or New Site Builds Black & Veatch Aug 2018 - Oct 20191 year 3 months Greater New York City Area Our Division delivers. Reconstruction replaces over a foot of the roadway below the street's surface and usually includes reconstruction of the curbs and sidewalks as well. Abbreviation of words shall generally be avoided, and those abbreviations which are not in common use shall be explained. Corporations Has a local resolution from the township supporting the specific construction activities to be performed at night been received? Reference to the Standard Drawings should be included in the Index of Drawings shown on the General Plan and Elevation Sheet. Division 02 - Earthwork. Translate is an online service for which the user pays nothing to obtain a Delaware State Code purported language translation. Materials - specifies the materials to be used and how they will be tested. Location of test piles and/or load tests The Investor Page is part of the official website of NJTA. Translate is an online service for which the user pays nothing to obtain a Have Seismic design and retrofit details been provided? 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. - Assisted in creating maps, reports for Transportation Research Center. 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. A description of any changes to the previously approved Designers Comment Resolution Summary, including responses to any specification related issues from all units. Jan 2015 - May 20161 year 5 months. While the files are presented here in .pdf format, the source drawings are actually produced as MicroStation .dgn files. The State of NJ site may contain optional links, E-09 TRANSFORMER BASE AND POLE GROUNDING DETAILS. Construction Requirements - specifies the methods, equipment and performance required to complete the work. General Assembly The user is on notice that neither the State These drawings standardize fabrication, installation, and construction methods for specific items of work, and . 9. This is usually a section taken through the plan view. Does the environmental plan sheet include all environmentally sensitive parcels, permits, permit expiration dates and specific restrictions that affect the construction schedule? 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. 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