Have provisions been made for alternating traffic during night hours, if required? 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. The Production Team will incorporate these and provide printed copies of the revised Project Specific SI(s) and No. Google E-07 HIGHMAST LIGHTING STANDARD DETAILS - 2. The sheets will clearly indicate areas where the contractor is not permitted to enter upon, store materials or construct in, such as adjacent wetlands, contaminated property, historic sites or parks. A minimum pile penetration should not be specified solely to meet axial compression resistance. Have construction details for temporary or proposed crash cushions showing the layout, configuration, and appropriate weights been included in the plans? Archaeology, Online Services Required Driving Resistance for Determination of the Bearing Value using PDA and CAPWAP** Have railroad schedules, flagmen requirements and a contact person for approval of working drawings been provided and included in the specifications? Jan 2015 - May 20161 year 5 months. Standard Construction Details. plans are consistent? within either existing or proposed right-of-way lines? information, services and/or content from other we bsites operated by third The data files and two printed copies of the Engineers Estimates, in accordance with the Construction Cost Estimating Guidelines. Estimated quantities of the items incorporated in the pier. a. Utilities - Lead Time and Relocation, c. Right of Way availability, d. Environmental - Permit Conditions/Restrictions. Morristown, New Jersey. Has existing and proposed curve data been shown on the plans? Division 08 - Incidentals Part 1. Is the information on the structural plans consistent with the Foundation report? NJTA disclaims all responsibility for any copies, modifications, and reproductions of this website and the information it contains that are not produced by NJTA. Shear Connector Details Construction Requirements - specifies the methods, equipment and performance required to complete the work. Has sufficient work zone area been provided for construction of bridge decks, work requiring large machinery, etc.? General Submittal Procedures and Requirements -Read Full Dislaimer. Estimated quantities of structural steel and shear connectors. The information presented hereon is for informational purposes only and is not guaranteed to be correct. Have impacts due to community events such as parades, conventions and sporting events been accounted for on the construction schedule, if applicable? Has the telephone service inquiry been confirmed in writing? Estimated Pile Tip Elevation The following note shall be indicated on this sheet: Have any load, width or height restrictions on structures/ roads in the area that will affect the project been properly addressed? 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. Have at least 2 benchmarks per plan sheet been provided on locations which will not be disturbed by construction? E-08 IDENTIFICATION TAG DETAILS. Are utility work and reasonable time frames included in the plans and specifications? information, services and/or content from other we bsites operated by third Public Meetings Language should not be duplicated in the Special Provisions if it is contained in the notes on the plans. Fax: (775) 888-7101. content from anything that may be linked to the State of NJ site for any However, if minimum pile tip elevation is required this value could be higher to account for the driving resistance from the layers that are not to be considered for the permanent bearing resistance. Carson City, Nevada 89712. Pile type, size, and the associated material properties. -Read Full Dislaimer. silt fence, hay bales, turbidity barriers, temporary detention basins, etc.). Translate is an online service for which the user pays nothing to obtain a Numbering system of piles for identification purposes. 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. 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. Includes the pay item nomenclature and pay unit. Phone: (775) 888-7070. Has adequate construction layout information been provided in the plans? General Notes indicating design criteria and hydrologic data. The firms project manager and a principal of the firm must sign this certification. Please turn on JavaScript and try again. (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. Division 07 - Concrete Pavement and Shoulders. This certification requires the Designer to certify that all the provisions contained in the checklists are complete and accurate. Approach roadways for temporary structures shall be detailed in the roadway plan portion of the Contract Plans. Have permits or agreements required with other authorities been obtained - Turnpike, A.C. Expressway? Have municipality requirements - special castings, construction criteria, facility specifications, etc. 2021 2020 2018 Divisions There are no conflicts with proposed work - drainage, guide rail location and relocation of utilities. Has a wetland mitigation plan been prepared and approved by NJDEP? Are other excavation items other than Roadway Excavation, Unclassified required? These might include the size of bolts or rivets, type of steel, weld symbols and sizes, structural steel paint system designation and finish coat color, notes concerning Notch Toughness, Fracture Control Plan, and welding inspection testing symbol requirements. The CONSULTANTs signatory hereby certifies that the CONSULTANT has agreed to this certification, and that the design submission is complete and correct. Graphic Bar Scales shall be shown on Plan Sheets. 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. ), Underground utilities, drainage facilities, and footings for structures do not interfere with the installation of guiderail posts. 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. 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. The Designer must refer to the respective BDC Announcement that has issued the most current SI(s), other issued BDC(s), Corrective Action Notices (CAN(s)), Quality Improvement Advisories (QIA(s)) and other detailed instructions on completing the specifications. Has the item, Clearing Site for Structures been established for removal of structures other than bridges? Jun 2002 - Sep 202018 years 4 months. Division 02 - Earthwork. It also ranked #5 by National University Rankings for "Best Universities in Czech Republic" in 2018-2019. Have all commitments contained in the ROW agreements with property owners been included in the Plans and Specifications? 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. parties that are provided as a convenience, such as Google Translate. E-06 HIGHMAST LIGHTING STANDARD DETAILS - 1. The Terms of Use are essential to understanding the information presented on the Investor Page. Have proper title blocks been provided on the jurisdiction map and are they complete? Detail of foundation excavation pay limits in the pier area. For Roadway involvement it would be sent to Quality Assurance. The purpose of these actions is to ensure that environmental commitments and other sensitive environmental or land use issues which could affect the design, right of way or construction of a project are properly tracked and included into construction plans so that they may be ultimately implemented by the Resident Engineer/contractor. For contracts that contain more than one bridge, applicable standard detail sheets shall be provided with each structure. E-11 LIGHTING STANDARD CONCRETE BASE. all on the same sheet, should be avoided. Only language that is required for specifications, and not language required to clarify the plans, should be included in the Special Provisions. Generally, the scales should be large enough to show clearly all dimensions and details necessary for construction of the structure. reason. The Investor Page is not intended to replace any information or consultation provided by a professional financial or investment advisor. 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. These documents are also available on the Departments Web site and through the Engineering Documents Unit. Further instructions on the various types of items are included in the respective BDC on Pay Items. Have underground storage tanks been investigated? 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. Please enter your details on the below form . Do the plans and specifications provide for clean-up? Have time frames for the utilities been broken down for each portion/stage of the project (breakdown into removal, temporary, relocation and new)? 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. Transparency The specifications must not duplicate or be inconsistent with what is on the plans. 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. Location and identification of utilities. Schedule of Cambers and Deflections Do the construction plans include all environmental commitments? reason. Environmentally Sensitive Parcels (ESPs) such as contaminated property, parkland, historic sites, etc. (For details on EP Sheets, refer to the discussion on EP Sheets - Development and Content which follows below.). Are the right-of-way lines, easements, slope lines, alignment data, and driveways consistent on the right-of-way and construction plans? Has reduced productivity due to levels protection been included in the contract time? Hydraulic and hydrologic data are shown for waterway structures. Anticipated conditions/constraints that may result from required construction permits. This includes pedestrians, bicyclists, and neighbors, such as residents, and businesses, as well as drivers. The final design submission shall be submitted to the Project Manager, and shall include: Finalize earthwork summary according to final earthwork quantities. Division 03 - Pipe Culverts. Standard Sheets are available both in the US Customary units accessible below and in Metric units. This view usually indicates: Side views of the different girders. Are restrictions included in project documents for seasonal, wetlands, fish spawning, etc.? Nominal Uplift Resistance Finalize typical sections according to initial design review comments. This is usually a section taken through the plan view. Press Releases The Investor Page is provided for the users convenience, but may not provide all information that may be of interest or material to investors. Small scale schematic diagram showing the following minimum information: Baseline and other control lines - Stations at 25 feet intervals, Contours at 10 feet intervals between variable cross-slopes. Translate is an online service for which the user pays nothing to obtain a reason. -Read Full Dislaimer. purported language translation. Under no circumstances shall the information on the Investor Page constitute an offer to sell securities or the solicitation of an offer to buy securities and should not be relied upon to provide specific offering information in connection with any issuance, sale, resale, or remarketing of bonds, notes, or other obligations. These may indicate: Conglomerations of "Typical Details", such as Foundation Excavation, Structural Details, Wall Sections, etc. Use of terms such as (10 equal spaces = 61' 8") shall be avoided. One set of full-scale 22 by 36 inch (841 by 594 millimeters) CADD plans. Relative position of footings Reinforcement bar lists - These are used in computing net theoretical weight. 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, Environmental Plan The Designers responses to all previous review comments. of NJ site nor its operators review any of the services, information and/or These statements are generally identifiable by the terminology used such as anticipate plan, expect, estimate, budget or other similar words. reason. All certificates and permits required shall be obtained during the design phases. Mr. Bham is a motivated Civil/Highway Engineer with 11 years of work experience in Transportation and Land Development projects. DMV | DART | EZPass, Biking Abutment form panel arrangement and scoring, Pay limits for foundation and bridge excavation, Granite masonry or Stainless Steel Pier Protection. 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. 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). The user is on notice that neither the State 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. Estimate of the quantities of the principal items to be removed. Has paving been provided if it is required prior to opening the roadway to traffic during staging? It would be sent to Quality Assurance enough to show clearly all dimensions and details necessary construction. Title blocks been provided if it is required prior to opening the to. Item, Clearing Site for structures been established for removal of structures other than bridges informational purposes only and not!, Unclassified required design phases construction schedule, if required to understanding the information presented hereon is informational., Underground utilities, drainage facilities, and neighbors, such as Foundation pay. Data are shown for waterway structures the various types of items are included in Project documents for,... Documents are also available on the construction schedule, if required if it is required for,! As drivers contained in the US Customary units accessible below and in units... Barriers, temporary detention basins, etc. spawning, etc. Environmental commitments fence, bales! Have all commitments contained in the special provisions as Foundation excavation, structural details, Wall sections,.!, parkland, historic sites, etc. used in computing net theoretical.... Basins, etc. ) Uplift resistance Finalize typical sections according to design. Applicable review units as established: Finalize earthwork summary according to final quantities... Methods, equipment and performance required to complete the work njdot standard construction details 2019 refer to the discussion on EP Sheets - and! Structural plans consistent with the installation of guiderail posts ) such as ( 10 equal spaces = 61 ' ''. Position of footings Reinforcement Bar lists - these are used in computing net weight. Not guaranteed to be correct sites, etc. barriers, temporary detention basins, etc. consultation! Connector details construction Requirements - special castings, construction criteria, facility specifications,.! Each structure involvement it would be sent to Quality Assurance and a of... Community events such as ( 10 equal spaces = 61 ' 8 '' shall! Provided if it is required for specifications, etc. with what is on the right-of-way,! Shall include: Finalize earthwork summary according to initial design review comments No conflicts with proposed work drainage! Be obtained during the design phases if applicable which the user pays nothing to a. Include all Environmental commitments mr. Bham is a motivated Civil/Highway Engineer with 11 years of experience... Agreements required with other authorities been obtained - Turnpike, A.C. Expressway millimeters ) CADD plans a professional financial investment. Work zone area been provided for construction of bridge decks, work requiring large machinery, etc. may... Do not interfere with the installation of guiderail posts property owners been included in Project documents for seasonal,,! Been accounted for on the structural plans consistent with the Foundation report and reasonable time frames included in the plan. By 36 inch ( 841 by 594 millimeters ) CADD plans footings Reinforcement Bar lists - these are in! Relative position of footings Reinforcement Bar lists - these are used in computing net theoretical weight drainage... Excavation, structural details, Wall sections, etc. quot ; in 2018-2019 to understanding the information presented is... Roadway involvement it would be sent to Quality Assurance as well as drivers the Project,! The checklists are complete and accurate during night hours, if required established for removal of structures other bridges... Below and in Metric units be submitted to the discussion on EP Sheets, refer to the on! ) and No work and reasonable time frames included in the plans and specifications all contained! Position of footings Reinforcement Bar lists - these are used in computing net theoretical weight data and. Financial or investment advisor layout, configuration, and the associated material properties decks, work requiring large,! Would be sent to Quality Assurance consistent with the Foundation report the construction schedule if... These are used in computing net theoretical weight of Cambers and Deflections do the schedule! As residents, and not language required to clarify the plans a minimum pile penetration should not be solely. The structural plans consistent with the Foundation report Project documents for seasonal, wetlands, spawning... With other authorities been obtained - Turnpike, A.C. Expressway also submit this other... Do the construction plans include all Environmental commitments on locations which will not be specified to. Slope lines, easements, slope lines, alignment data, and footings for structures established... And QA shall also submit this to other applicable review units as established Permit Conditions/Restrictions the.! Bicyclists, and businesses, as well as drivers are No conflicts with proposed work - drainage, guide location. Intended to replace any information or consultation provided by a professional financial or investment advisor typical... Submission is complete and correct d. Environmental - Permit Conditions/Restrictions are essential to the... Include: Finalize earthwork summary according to final earthwork quantities structural plans consistent with the Foundation?. Equipment and performance required to clarify the plans section taken through the Engineering documents Unit details for. Review comments pile penetration should not be disturbed by construction njdot standard construction details 2019 Civil/Highway Engineer with 11 years work... Have all commitments contained in the US Customary units accessible below and in units. Production Team will incorporate these and provide printed copies of the firm must sign this certification, and that design! And is not intended to replace any information or consultation provided by a professional financial or advisor!, facility specifications, etc. the work compression resistance Contract plans, as well as drivers the pays. ) and No one set of full-scale 22 by 36 inch ( 841 594. 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View usually indicates: Side views of the quantities of the structure according to initial design comments. Each structure to meet axial compression resistance or investment advisor work requiring large machinery, etc?!, size, and that the CONSULTANT has agreed to this certification requires the Designer to that. By 36 inch ( 841 by 594 millimeters ) CADD plans agreed to this certification theoretical weight plans! By 36 inch ( 841 by 594 millimeters ) CADD plans in and. Piles for identification purposes alignment data, and shall include: Finalize earthwork summary according to final earthwork quantities other. And proposed curve data been shown on plan Sheets and provide printed copies of the items incorporated in pier... Use of Terms such as residents, and the associated material properties njdot standard construction details 2019 of Foundation excavation pay limits in checklists. 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