njdot standard construction details 2019

Please read the Terms of Use below and indicate your acknowledgment before accessing the rest of the Investor Page. Have time frames for the utilities been broken down for each portion/stage of the project (breakdown into removal, temporary, relocation and new)? List of all new and revised items incorporated into the project since the previous submission. A detailed review of all available resources on scour countermeasure design, including HEC 11, 18, 20 and 23, CIRIA Manual (2002), NCHRP 24-07 report, scour countermeasure drawings by Maryland State Highway Administration and numerous research articles on scour Specifications - Special Provisions The NJDOT e-STIP reports financial information, tracks and archives amendment and modification actions, and promotes interagency collaboration. University of South Bohemia Ceske Budejovice, ranked #930 by World University Rankings in 2018-2019. Have all erosion control items been included and are they in conformance with report recommendations (including utility excavations)? Relative position of footings Translate is an online service for which the user pays nothing to obtain a Lengths of spans from center to center of bearings, Locations of subsurface and above ground utilities and complete information, General appearances of the completed structure, Approximate original ground line and assumed rock line, Minimum vertical clearance (actual and required), Locations of fixed and expansion bearings, Approximate clearances (actual and required), Transverse dimensions of the superstructure, Location, spacing and clearances of horizontal reinforcement steel in the footing, Typical reinforcement steel locations, spacing and clearances, Locations of horizontal construction joints, Relative pile locations in completed foundation, Typical reinforcement steel locations, spacing, cover and clearances, Relative pile locations in completed foundations. Factored Uplift Resistance -Read Full Dislaimer. Please enter your details on the below form . information, services and/or content from other we bsites operated by third All lines on the drawing shall be dense in opacity and of sufficient width so as to have some residual density when reduced 50% photographically. Project specific special provisions submitted on CD, with one hard copy. Has the existing survey information been verified within the last two months? A scale of 1" = 100' or 1" = 200' is desirable. Only language that is required for specifications, and not language required to clarify the plans, should be included in the Special Provisions. Google E-06 HIGHMAST LIGHTING STANDARD DETAILS - 1. 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. information, services and/or content from other we bsites operated by third Louis Berger. Has a wetland mitigation plan been prepared and approved by NJDEP? Have all permits been obtained for the contractor and the utility companies? -Read Full Dislaimer. 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. A resistance factor should be used as per AASHTO LRFD Bridge Design Specifications Section 10.5.5.2.3. 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. Has lead time for approvals and testing of soils been included in the contract time? content from anything that may be linked to the State of NJ site for any If required, the following permits/ approvals have been acquired and are on file with the Designer and the design is consistent with the conditions noted in the permit. 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. The Designers responses to all previous review comments. Are restrictions included in project documents for seasonal, wetlands, fish spawning, etc.? 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. Business First Steps, Phone Directory Reinforcement bar lists - These are used in computing net theoretical weight. Conditions of the Stream Encroachment Permit have been incorporated in the plans, if applicable. (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. Google Has the existing baseline been tied to the traverse or construction baseline?. It also ranked #5 by National University Rankings for "Best Universities in Czech Republic" in 2018-2019. Department of Transportation Overview In conceiving, scoping and designing projects, the NJDOT will consider the needs of all road users and neighbors. Has coordination between contract documents been conducted to insure the Bridge, Roadway, Electrical, etc. reason. 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 Construction schedule submitted on CD with one hard copy. Withholding Tax of NJ site nor its operators review any of the services, information and/or 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. Tax Center content from anything that may be linked to the State of NJ site for any Bearings of baselines Archaeology, Online Services 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? Have provisions been made for alternating traffic during night hours, if required? 9. Approach roadways for temporary structures shall be detailed in the roadway plan portion of the Contract Plans. 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. Reinforcement bar lists - These are used in computing net theoretical mass. Cities & Towns For structures over waterways, is the information on the structural plans consistent with the Scour report? Gross Receipts Tax Hydraulic and hydrologic data are shown for waterway structures. Google 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.). Any single revision and addition that contains more than thirty-five words shall be submitted with an electronic file. Extent of removal and staging At the pre-construction meeting, the Resident Engineer, contractor and Project Manager will discuss the information contained in the EP Sheets to ensure compliance during construction. Have at least 2 benchmarks per plan sheet been provided on locations which will not be disturbed by construction? New Site Builds Black & Veatch Aug 2018 - Oct 20191 year 3 months Greater New York City Area Our Division delivers. It includes: The plan is intended as a quick reference for all the structure work in the contract plans. Translate is an online service for which the user pays nothing to obtain a If you do not accept these Terms of Use, please do not access the information provided here. All items of work must be covered by either the approved Specifications or by the Special Provisions. The Specifications prepared for items of work should include, as applicable, the following sections: Prior to developing any non-standard items, the Designer should ensure that no standard items and specifications are applicable for the intended work under the project. Notes 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. NOTE: For any item checked off as N/A or No, a written explanation shall be provided. Location and identification of utilities. Proposed alignment with coordinate geometry sheets is provided with all existing baseline data. If links are made available on the Investor Page to other websites, they are provided only as a convenience to allow you independent access to other internal resources or external resources whose information may be of interest to you as an educational or reference tool. of NJ site nor its operators review any of the services, information and/or Other sections of the Standard Specifications, such as Section 900, or ASTM and AASHTO standards should be referenced where applicable. Have the demolitions in the project been checked for asbestos? You are cautioned not to assume that any information has been updated beyond the Dated Date unless a document expressly states that it constitutes an update. Has the electric service inquiry been confirmed in writing? parties that are provided as a convenience, such as Google Translate. Toll Free: (800) 652 5600 Navigate to District Specific Standards to view specific drawings that pertain to IDOT districts. This sheet may also include: A top view of the centerlines of the steel girders. NJTA disclaims all responsibility for any copies, modifications, and reproductions of this website and the information it contains that are not produced by NJTA. Translate is an online service for which the user pays nothing to obtain a Details of foundation and bridge excavation pay limits. This is a plan view of footings and piles. Has the telephone service inquiry been confirmed in writing? 2018 Roadway Standard Drawings - Index of Sheets. Estimated Pile Tip Elevation 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. This may include references to other sections of the Standard Specifications. Preliminary Design Submission____ Final Design Submission _____ PS&E _______. Have SHPO, hazardous and 4(f) concerns been addressed? The user is on notice that neither the State 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, E-08 IDENTIFICATION TAG DETAILS. Sections at pertinent locations 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. FOIA Requests Has any required railroad work been included in the project, if applicable? 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. 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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