Delaware Courts In general, all of the above requirements shall apply, however, the Project Manager or lead unit responsible for the project shall contact Quality Assurance in advance of any submission to develop any warranted revisions to the requirements and/ or procedures to complete an individual project or a group of similar type projects such as projects that are advertised/ awarded by Authority Agencies or local governments. Contractors are contractually required to follow the "New Jersey Department of Transportation Standard Specifications for Road and Bridge Construction, 2019" (pdf 5.2m) and applicable Special Provisions as part of the Contract. Translate is an online service for which the user pays nothing to obtain a The relationship between the metric and U.S. customary values is neither an exact (soft) conversion nor a completely rationalized (hard) conversion. The Investor Page is not intended to replace any information or consultation provided by a professional financial or investment advisor. Are restrictions included in project documents for seasonal, wetlands, fish spawning, etc.? Details of foundation and channel excavation payment lines. Have Federal wildflower planting requirements been met? Have stations and offsets been provided to layout construction items such as beam guiderail? In Delaware: (302) 760 2080 2019: January 1: Vol 1, Vol 2, Vol 3, Vol 4: Vol 1, Vol 2, Vol 3, Vol 4: 2018: January 1: May 1: September 1: 2017: . E-06 HIGHMAST LIGHTING STANDARD DETAILS - 1. "New Jersey Department of Transportation Standard Roadway/Traffic/Bridge Construction Details," 2016 edition, . Typical structural details should be shown with the structural steel drawings, foundation excavation payment limits should be shown on the abutment and pier drawings, etc. Jun 2002 - Sep 202018 years 4 months. Is the information on the structural plans consistent with the Foundation report? Special provisions combine the current Standard Input (SI) with the project specific information. content from anything that may be linked to the State of NJ site for any General Assembly Have provisions been made to protect or replace existing NJ Geodetic Survey and US Army Corps of Engineers monuments? Are utility time frames compatible and construction time integrated with staging and type of work to be performed (relocation of poles, resetting, etc.)? With their final verification response, the respective SDG(s) will also submit the completed electronic file for their portion. Notes which reference applicable permits, their expiration dates and, if relevant, time or seasonal constraints to any construction activities. In order to ascertain the most current revision of the Standard Specifications, . information, services and/or content from other we bsites operated by third Titles shall be in accordance with the current. Have the funding amounts (construction only) for each Fiscal Year been included under the Multi-Year section in the Special Provisions? 2, 3, & 4 above to Quality Assurance and other applicable units with the FDS. Do the construction plans include all environmental commitments? Location map showing the project, with the begin and end of project labeled. This includes pedestrians, bicyclists, and neighbors, such as residents, and businesses, as well as drivers. Other units that have comments that affect the Special Provisions should clearly address those in their FDS Review memo to the QA Unit. Stationing Has the telephone service inquiry been confirmed in writing? f. Painting of existing structures, g. Environmental restrictions (fish spawning, etc.). Are the ultimate capacity, maximum driving capacity and estimated and/or minimum tip elevation of piles correctly shown on the plans? The user is on notice that neither the State Does the environmental plan sheet include all environmentally sensitive parcels, permits, permit expiration dates and specific restrictions that affect the construction schedule? [All users of the Investor Page remain subject to the general terms of use and disclaimers of NJTAs website.]. A separate virus-free disk with the electronic files for each discipline of all revised and new inserts shall also be provided to the respective SDG(s). 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? information, services and/or content from other we bsites operated by third Language should not be duplicated in the Special Provisions if it is contained in the notes on the plans. Is all proposed construction including silt fence, wing walls, guiderail, slopes, drainage pipes, detention basins, etc. Please turn on JavaScript and try again. University of South Bohemia Ceske Budejovice, ranked #930 by World University Rankings in 2018-2019. Method of Measurement - describes how the item will be measured for payment, such as: by unit, foot, cubic yard or lump sum. All designers are cautioned not to commit to any project design cost or schedule which will prevent the designer from performing the necessary quality control and quality assurance requirements in producing accurate plans and other contract documents. List of all new and revised items since the previous submission. Las Vegas, Nevada, United States. Have Effects of Workers Level of Protection and Special Equipment Cost been included in the estimate? signage, and detour signage, Include notes on transitions between stages, Include a legend for signs and associated dimensions, Show details for signs that need to be made just for this project. NJTA disclaims all responsibility for any copies, modifications, and reproductions of this website and the information it contains that are not produced by NJTA. of NJ site nor its operators review any of the services, information and/or Delaware State Code While the files are presented here in .pdf format, the source drawings are actually produced as MicroStation .dgn files. Division 08 - Incidentals Part 1. 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. reason. Have all the requirements of the "Guidelines for Landscape Architectural Consultants" been met? Soil erosion and sedimentation control measures (e.g. This view usually indicates: Side views of the different girders. 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. Gross Receipts Tax for which Utilities and Right of Way must be notified in writing.(. of NJ site nor its operators review any of the services, information and/or Archeological restrictions will not affect construction productivity? The data files and two printed copies of the Engineers Estimates, in accordance with the Construction Cost Estimating Guidelines. Showing of details or dimensions in more than one place shall be kept to a minimum. information, services and/or content from other we bsites operated by third Programs The State of NJ site may contain optional links, E-mail / Text Alerts The applicable Standards are referenced on the cover sheet of the plans. 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. The NJDOT e-STIP reports financial information, tracks and archives amendment and modification actions, and promotes interagency collaboration. Finalize typical sections according to initial design review comments. 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. of NJ site nor its operators review any of the services, information and/or All dimensions required to construct piles and footings 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.). -Read Full Dislaimer. - The NYSDOT Standard Specifications is a body of directions and requirements for commonly used items of construction for bridge and highway . Have ties to the control line been provided outside the area of disturbance? in-depth review of NJDOT Phase II inspection reports of scour critical bridges . Refer to Section 24 of the Bridges and Structures for guidance on plan requirements. 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. The University was ranked 5th place and was globally placed 801-1000 by (THE) World . Materials - specifies the materials to be used and how they will be tested. Has existing curve data been re-established in the field? DMV | DART | EZPass, Biking Toll Free: (800) 652 5600 These drawings standardize fabrication, installation, and construction methods for specific items of work, and . Voting & Elections Roadway Plan Development Include this in the transmittal memo or separate document. 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. Location of subsurface and above ground utilities. Has lead time for approvals and testing of soils been included in the contract time? Documents Publications Construction Standards And DetailsCurrently selected Lists Discussions Sites People and Groups Recent Site Contents Filter Actions Print Go! 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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