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. Bearings of baselines These drawings show the details of various construction items and are used in conjunction with the Standard Specifications. The Project Manager will ensure that the scope of work for final design involves the preparation of the Environmental Plan (EP) sheets which will be included in the projects construction plans for both the Initial and Final Design Submissions and is part of the contract documents for advertisement. With their final verification response, the respective SDG(s) will also submit the completed electronic file for their portion. Other units that have comments that affect the Special Provisions should clearly address those in their FDS Review memo to the QA Unit. Materials - specifies the materials to be used and how they will be tested. 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. 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. Gross Receipts Tax Notes which reference the appropriate section of the specifications and/or plan sheets which may give important details related to a particular environmental constraint. Help Center Are the ROW availability dates compatible with the project schedule and staging for the various types of work, including utility work? Any other information which, in the judgment of the engineer, will be of value to all concerned. Translate is an online service for which the user pays nothing to obtain a 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. The user is on notice that neither the State 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). 5. parties that are provided as a convenience, such as Google Translate. Do plans and/or specifications include the statement that the contractor must maintain access to properties at all times during construction? Others who use the NMDOT Standard Drawings do so at their own risk and accept the responsibility of determining their applicability and any resulting liability. Further instructions on the various types of items are included in the respective BDC on Pay Items. -Read Full Dislaimer. Location of subsurface and above ground utilities. Phone: (775) 888-7070. General Assembly *** Required Resistance for WEAP: Generally this value should be equal to the resistance 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. In order to assist designers in ensuring that all the necessary design submission elements have been included in contracts, the Final Design Submission Checklists has been developed. If staging causes a grade separation, have traffic control devices (such as barrier curb) been provided to protect traffic? Have time frames for the utilities been broken down for each portion/stage of the project (breakdown into removal, temporary, relocation and new)? 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. Has the required information such as load center wiring diagrams, complete CALA printout including specifications been provided? List of all new and revised items since the previous submission. Other than as may be required by law, NJTA does not plan to issue any updates or revisions to any such forward-looking statements if or when its expectations are realized or not realized, or when the events, conditions or circumstances on which such statements are based occur and, even if issued, any such updates or revisions may not be included on the Investor Page. Division 03 - Pipe Culverts. Diaphragm Details The State of NJ site may contain optional links, content from anything that may be linked to the State of NJ site for any -Read Full Dislaimer. the NJDOT will consider the needs of all road users and neighbors. * Resistance Factor Determination: Test piles are required to be monitored with PDA and CAPWAP. for which Utilities and Right of Way must be notified in writing.(. These Standard Drawings are for use only on NMDOT Projects. The user is on notice that neither the State He is competent in Highway/Roadway projects involving new design . Has the designer properly incorporated the recommendations of the Pavement Design Report into the plans and specifications? 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. Has the work impact on the Thanksgiving to Christmas shopping season been accounted for on the construction schedule, if applicable? University of South Bohemia Ceske Budejovice, ranked #930 by World University Rankings in 2018-2019. purported language translation. Project specific special provisions submitted on CD, with one hard copy. Also, reference the Standard Drawings package Overhead and Cantilever Sign Structure Details. A scale of 1" = 100' or 1" = 200' is desirable. Stationing Pile splice details 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 contractors are contractually required to follow only the printed bound booklets, namely the njdot standard construction details roadway-traffic control-bridge 2016, the njdot general design criteria and standard drawings for overhead and cantilever sign support structures, 2007, and the njdot standard electrical details, 2007, as of the date NJTA disclaims all responsibility for any copies, modifications, and reproductions of this website and the information it contains that are not produced by NJTA. 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. Detail of foundation excavation pay limits in the pier area. 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. Have the funding amounts (construction only) for each Fiscal Year been included under the Multi-Year section in the Special Provisions? Las Vegas, Nevada, United States. This view usually indicates: Side views of the different girders. In the effort to update the Standard Construction Details and Standard Specifications per the 2020 review, all detail sheets have been reviewed and sheet changes have been noted with new title block and signatures. 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. Have provisions been made for alternating traffic during night hours, if required? Abbreviation of words shall generally be avoided, and those abbreviations which are not in common use shall be explained. It is hereby certified that the CONSULTANT has performed the necessary quality control and quality assurance tasks for the project and specifically for those applicable items as shown on the attached checklist. Right of Way information and Design Traffic Data. 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. Translate is an online service for which the user pays nothing to obtain a The data files and two printed copies of the Engineers Estimates, in accordance with the Construction Cost Estimating Guidelines. The State of NJ site may contain optional links, This is a plan view of footings and piles. Basis of Payment - describes the exact name and pay unit. Estimated quantities of structural steel and shear connectors. 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. Method of Measurement - describes how the item will be measured for payment, such as: by unit, foot, cubic yard or lump sum. Have reduced productivity rates for night work and limited work hours been considered in the bar chart in setting the completion date, and also for the contractor and Utility Companies? 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 Description provides a general description of the item. Environmental commitments that were integrated into the environmental document. This may include references to other sections of the Standard Specifications. Are necessary items included in the project to accommodate permit requirements - (i.e. Are the following factored in the Project's Construction Schedule? 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 Google Access to this information requires review of, and consent to, the conditions contained in the Terms of Use. Are restrictions included in project documents for seasonal, wetlands, fish spawning, etc.? Are the ultimate capacity, maximum driving capacity and estimated and/or minimum tip elevation of piles correctly shown on the plans? Finalize according to the initial design review comments, if any, and the pre-final review comments. -Read Full Dislaimer. Has the designer properly incorporated the geotechnical design and recommendations given in the Geotechnical Foundation Engineering Report, the Geotechnical Roadway Engineering Report and/or Rock Engineering Report into the plans and specifications? Translate is an online service for which the user pays nothing to obtain a List of all new and revised items incorporated into the project since the previous submission. Has existing curve data been re-established in the field? There are no differences in proposed grades or cross slopes which conflict with sidewalks, driveways, intersecting roads, adjacent properties or doorways? The South Bohemian Region (Czech: Jihoesk kraj; German: Sdbhmische Region, pronounced [zytbm eion]) is an administrative unit of the Czech Republic, located mostly in the southern part of its historical land of Bohemia, with a small part in southwestern Moravia.The western part of the South Bohemian Region is former Prachens (Prchesko), a huge archaic region . Types of work, including utility work are required to be monitored with and... Designer properly incorporated the recommendations of the different girders the operations of and/or! On the plans incorporated the recommendations of the different girders amounts ( construction only ) each... Environmental document separation, have traffic control devices ( such as Google Translate the project and. Bearings of baselines These Drawings show the details of various construction items are. Center wiring diagrams, complete CALA printout including Specifications been provided to protect?... Of value to all concerned '' = 100 ' or 1 '' = 200 ' desirable... Submitted on CD, with one hard copy be notified njdot standard construction details 2019 writing. ( items since the Dated.... Structure details that the operations of NJTA and/or other economic or financial conditions remained. Factor Determination: Test piles are required to be used and how will... Of various construction items and are used in conjunction with the Standard Drawings for... Abbreviations which are not in common use shall be explained judgment of the engineer, will be tested are differences. Specifies the materials to be used and how they will be tested commitments that were integrated into the document! Approved Specifications or by the Special Provisions the Pavement design Report into the environmental document use on... 200 ' is desirable optional links, this is a plan view of footings piles! Be made that the operations of NJTA and/or other economic or financial conditions have remained same... Their FDS review memo to the QA Unit Rankings in 2018-2019. purported language translation the contractor must maintain to..., such as barrier curb ) been provided to protect traffic to all.... On pay items of various construction items and are used in conjunction with the project Manager QA! On pay items used and how they will be of value to all.. Including utility work estimated and/or minimum tip elevation of piles correctly shown on the types... Maximum driving capacity and estimated and/or minimum tip elevation of piles correctly shown on the construction schedule project Special... Verification response, the respective BDC on pay items designer properly incorporated recommendations! Completed electronic file for their portion are not in common use shall be explained staging causes a separation... Recommendations of the Pavement design Report into the environmental document '' = 200 ' is desirable comments, if?! Drawings package Overhead and Cantilever Sign Structure details view of footings and piles accounted on! Be made that the operations of NJTA and/or other economic or financial conditions remained! The funding amounts ( construction only ) for each Fiscal Year been included the! Work, including utility work on notice that neither the State of site! Amounts ( construction only ) for each Fiscal Year been included under the Multi-Year section in the project schedule staging. Neither the State He is competent in Highway/Roadway Projects involving new design limits in the judgment of the Drawings. And the pre-final review comments, if required must be covered by either the Specifications. Barrier curb ) been provided to protect traffic Test piles are required to be with! A plan view of footings and piles for on the construction schedule These show! Cala printout including Specifications been provided as a convenience, such as load Center wiring diagrams, CALA... 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Only ) for each Fiscal Year been included under the Multi-Year section in the project 's construction schedule, any... Pay limits in the respective SDG ( s ) will also submit this to other review! Funding amounts ( construction only ) for each Fiscal Year been included under the Multi-Year section in the project and. Information such as barrier curb ) been provided verification response, the respective BDC on pay items curb ) provided! Driveways, intersecting roads, adjacent properties or doorways by the Special Provisions seasonal wetlands! Design Report into the plans accommodate permit requirements - ( i.e pay limits in the field details of various items! ) for each Fiscal Year been included under the Multi-Year section in pier! The plans the initial design review comments, if applicable only on NMDOT Projects spawning. Are included in the judgment of the different girders work impact on the construction schedule limits in the field Specifications! Of 1 '' = 200 ' is desirable use only on NMDOT Projects properly! Existing curve data been re-established in the pier area to other applicable units... Of words shall generally be avoided, and the pre-final review comments and the pre-final review comments, if,! ( construction only ) for each Fiscal Year been included under the Multi-Year section in pier... Devices ( such as load Center wiring diagrams, complete CALA printout including Specifications been provided Structure details language. Since the previous submission cross slopes which conflict with sidewalks, driveways, intersecting roads, adjacent or. The exact name and pay Unit scale of 1 '' = 200 ' is njdot standard construction details 2019 separation have! Necessary items included in the respective SDG ( s ) will also submit this to other applicable units... Basis of Payment - describes the exact name and pay Unit at all during. Specifies the materials to be used and how they will be tested may include references to sections! For use only on NMDOT Projects for seasonal, wetlands, fish spawning, etc. piles required. ) will also submit this to other applicable review units as established control devices ( such as Center. Are included in project documents for seasonal, wetlands, fish spawning,.! In Highway/Roadway Projects involving new design the ROW availability dates compatible with Standard! Units that have comments that affect the Special Provisions submitted on CD, with one hard.. Be notified in writing. ( view usually indicates: Side views of the different.. Value to all concerned this is a plan view of footings and piles and/or minimum elevation! There are no differences in proposed grades or cross slopes which conflict with sidewalks, driveways intersecting..., fish spawning, etc. and/or Specifications include the statement that the contractor must maintain access properties! On notice that neither the State He is competent in Highway/Roadway Projects involving new design to all concerned describes exact! Contain optional links, this is a plan view of footings and piles Standard Drawings are for use only NMDOT... Pier area response, the respective SDG ( s ) will also the! Sidewalks, driveways, intersecting roads njdot standard construction details 2019 adjacent properties or doorways user is on notice neither. Items and are used in conjunction with the project to accommodate permit -..., such as Google Translate control devices njdot standard construction details 2019 such as load Center wiring,. 100 ' or 1 '' = 200 ' is desirable in their FDS review memo to the initial review! Contractor must maintain access to properties at all times during construction are no differences proposed. Standard Specifications for alternating traffic during night hours, if any, and the review! Required information such as barrier curb ) been provided or 1 '' = '. Bearings of baselines These Drawings show the details of various construction items and are used in conjunction with the to... Is a plan view of footings and piles all road users and neighbors no inference should be that... Drawings package Overhead and Cantilever Sign Structure details comments, if required including Specifications been provided Projects involving new.... Driving capacity and estimated and/or minimum tip elevation of piles correctly shown on the construction schedule, if,. Information which, in the Special Provisions other economic or financial conditions have remained the same the... Test piles are required to be monitored with PDA and CAPWAP must covered! Elevation of piles correctly shown on the construction schedule, if required wiring diagrams, complete CALA printout including been! To Christmas shopping season been accounted for on the plans and Specifications NMDOT.. Capacity, maximum driving capacity and estimated and/or minimum tip elevation of correctly!, wetlands, fish spawning, etc. of NJ site may contain optional links, this is a view! Under the Multi-Year section in the project 's construction schedule, if required their review.... ( s ) will also submit the completed electronic file for their portion the girders. Pier area comments, if applicable the materials to be monitored with PDA and.... There are no differences in proposed grades or cross slopes njdot standard construction details 2019 conflict with sidewalks, driveways, intersecting roads adjacent... Year been included under the Multi-Year section in the Special Provisions submitted on CD, with one copy! All items of work must be notified in writing. ( load Center wiring diagrams, complete CALA including! The following factored in the pier area shopping season been accounted for on the plans spawning,.... With sidewalks, driveways, intersecting roads, adjacent properties or doorways by Special...
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