KEW GARDENS INTERCHANGE INFRASTRUCTURE AND OPERATIONAL IMPROVEMENT PROJECT GRAND CENTRAL PARKWAY
PIN X051.60, Contract D900043
DB CONTRACT DOCUMENTS
PART 3 PROJECT REQUIREMENTS
Draft FEBRUARY 26, 2018
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New York State Department of Transportation
Table of Contents
SECTION 1 GENERAL ...... 1
1.1 PURPOSE ...... 1 1.2 SCOPE ...... 1 1.3 SCOPE OF WORK – MAJOR ITEMS ...... 2 1.4 COORDINATION WITH OTHER PROJECTS ...... 4 1.5 THIRD PARTY AGREEMENTS (NON-UTILITY) ...... 5 1.6 DESIGN CODES AND MANUALS...... 5 1.7 REQUIREMENTS ...... 10 1.8 DELIVERABLES ...... 10 1.9 INDICATIVE PLANS ...... 11 1.10 DIRECTIVE PLANS ...... 11 1.11 CADD ...... 11 1.12 SCHEDULE OF PROJECT COMPLETION ...... 11 1.13 WORK PAYMENT SCHEDULE ...... 11 1.14 INTERIM COMPLETION MILESTONE ...... 12 SECTION 2 PROJECT MANAGEMENT ...... 13
2.1 DESIGN-BUILDER’S ROLE ...... 13 2.2 DESIGN-BUILDER’S KEY PERSONNEL ...... 13 2.3 MANAGEMENT PLANS AND SCHEDULES ...... 15 2.3.1 Management Plans and Schedule Requirements ...... 15 2.3.2 Workforce Participation Plan ...... 16 2.3.3 Safety Plan ...... 16 2.3.4 Quality Control Plan ...... 16 2.3.5 Overall Design-Build Team Organizational Plan ...... 16 2.3.6 Design Management Plan ...... 17 2.3.7 Construction Management Plan ...... 17 2.3.8 Design Review Plan ...... 18 2.3.9 Transportation Management Plan/Emergency Response Plan ...... 18 2.4 BASELINE PROGRESS SCHEDULE ...... 18 2.5 MEETINGS ...... 18 2.6 COMPUTER AND NETWORKING REQUIREMENTS ...... 18 2.7 DEPARTMENT’S CONSULTATION AND WRITTEN COMMENTS ...... 19 2.8 PROJECT WISE ...... 19 SECTION 3 ENVIRONMENTAL ...... 21
3.1 SCOPE ...... 21 3.2 ENVIRONMENTAL APPROVALS ...... 21 3.3 REQUIREMENTS ...... 22 3.3.1 General ...... 22 3.3.2 Environmental Plans ...... 22 3.3.3 Soil Erosion and Water Pollution Control ...... 22 3.3.4 Threatened and Endangered Species Coordination ...... 23 NYSDOT has determined that the Project will have “No Effect” on identified federally-listed species or on any habitat on which these species depend...... 23 3.3.5 Asbestos Containing Materials ...... 23 3.3.6 Hazardous Materials ...... 24 3.3.7 Environmental Plan Deliverables ...... 25 SECTION 4 GENERAL PROJECT SCOPE OF WORK ...... 26
4.1 SCOPE ...... 26 4.2 STANDARDS ...... 26
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4.3 REQUIREMENTS ...... 26 4.3.1 Field Office ...... 26 4.3.2 Salvage ...... 27 4.3.3 Surplus Quantity ...... 27 4.3.4 Snow Removal ...... 27 4.3.5 Staging Areas ...... 27 4.3.6 Inspection Vehicles ...... 27 4.3.7 Homeless Encampments ...... 27 SECTION 5 SURVEYING AND GIS ...... 28
5.1 SCOPE ...... 28 5.2 STANDARDS ...... 28 5.3 REQUIREMENTS ...... 28 5.3.1 Project Survey Control ...... 28 5.3.2 Department-supplied Data ...... 28 5.3.3 Survey Reports, Records and Maps...... 28 5.3.4 Permanent Survey Markers ...... 29 5.4 SURVEYING AND GIS DELIVERABLES ...... 29 SECTION 6 RIGHT-OF-WAY ...... 30
6.1 SCOPE ...... 30 6.2 REQUIREMENTS ...... 30 6.2.1 ROW Provided by the Department ...... 30 6.2.2 Right-of-Way Fencing ...... 30 6.2.3 Property Interests Identified by the Design-Builder for its Convenience ...... 30 6.2.4 ROW Coordination ...... 31 6.2.5 Right of Way Markers ...... 31 SECTION 7 PUBLIC INVOLVEMENT ...... 32
7.1 SCOPE ...... 32 7.2 STANDARDS ...... 32 7.3 REQUIREMENTS ...... 32 7.3.1 Public Outreach ...... 32 7.3.2 Media Relations ...... 33 7.3.3 Public Information Meeting ...... 34 7.3.4 3D/4D Requirements ...... 34 SECTION 8 UTILITIES ...... 35
8.1 SCOPE ...... 35 8.2 STANDARDS ...... 35 8.3 GENERAL REQUIREMENTS ...... 35 8.3.1 Utility Relocation Agreements ...... 36 8.3.2 Other Utility Conflicts ...... 36 SECTION 9 GEOTECHNICS ...... 37
9.1 SCOPE ...... 37 9.2 STANDARDS ...... 37 9.3 DESIGN REQUIREMENTS ...... 37 9.3.1 Geotechnical Work Plan ...... 37 9.3.2 Geotechnical Investigations ...... 38 9.3.3 Geotechnical Data Report ...... 38 9.3.4 Foundation Design Report ...... 39 9.3.5 Excavations and Embankments ...... 39 9.3.6 Retaining Walls ...... 40 9.3.7 Geotechnical Instrumentation and Construction Monitoring ...... 40 9.3.8 Temporary Works ...... 41
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9.4 CONSTRUCTION REQUIREMENTS ...... 41 9.4.1 Dewatering and Groundwater Control ...... 41 9.4.2 Structure Foundations ...... 42 9.4.3 Excavations and Embankments ...... 43 9.4.4 Condition Surveys ...... 43 9.5 DELIVERABLES ...... 44 SECTION 10 STRUCTURES ...... 45
10.1 SCOPE ...... 45 10.2 STANDARDS ...... 45 10.3 DESIGN REQUIREMENTS ...... 46 10.3.1 Components ...... 46 10.3.2 Seismic Analysis ...... 49 10.3.3 Aesthetics...... 50 10.4 DEMOLITION REQUIREMENTS ...... 50 10.4.1 Scope ...... 50 10.4.2 Standards ...... 51 10.5 CONSTRUCTION REQUIREMENTS ...... 51 10.5.1 Construction Vehicles on Bridge ...... 52 10.6 LOAD RATING REQUIREMENTS ...... 52 10.7 DELIVERABLES ...... 52 SECTION 11 LANDSCAPE ARCHITECTURE ...... 53
11.1 SCOPE ...... 53 11.2 STANDARDS ...... 53 11.3 GENERAL LANDSCAPE DEVELOPMENT ...... 53 11.3.1 Existing Vegetation ...... 53 11.3.2 On-site Protection Zones and Monitoring ...... 53 11.3.3 Tree Replacement Factors Outside the Limit of Disturbance ...... 54 11.3.4 Replacement Locations Outside the Limits of Disturbance ...... 54 11.3.5 Soil Remediation ...... 54 11.3.6 Landscape Development Plan ...... 55 11.3.7 Additional Planting Requirements ...... 57 SECTION 12 SIGNAGE, PAVEMENT MARKING AND SIGNALS ...... 58
12.1 SCOPE ...... 58 12.2 STANDARDS ...... 59 12.3 REQUIREMENTS ...... 59 12.3.1 Design Requirements ...... 59 12.3.2 Construction Requirements ...... 60 12.3.3 Conduit/Cabling Requirements ...... 62 12.3.4 Signal Heads/ Signal Poles ...... 62 12.3.5 Cabinet/Disconnect Switch ...... 63 12.3.6 Pullbox ...... 63 12.3.7 Power Supply ...... 63 12.4 DELIVERABLES ...... 63 SECTION 13 LIGHTING ...... 64
13.1 SCOPE ...... 64 13.2 STANDARDS ...... 64 13.3 REQUIREMENTS ...... 64 13.3.1 General Requirements ...... 64 13.3.2 Permanent Lighting System ...... 66 13.3.3 Temporary Lighting System ...... 67 13.4 DELIVERABLES ...... 68 SECTION 14 INTELLIGENT TRANSPORTATION SYSTEMS (ITS) ...... 69
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14.1 SCOPE ...... 69 14.2 STANDARDS ...... 71 14.3 REQUIREMENTS ...... 71 14.3.1 Variable Message Sign (VMS) ...... 71 14.3.2 Fiber Optic Backbone ...... 72 14.3.3 Traffic Signal Interconnection...... 73 14.3.4 Temporary Wireless Radio and Antenna ...... 73 14.3.5 Central Computer System at TMC ...... 73 14.3.6 Closed Circuit Television (CCTV) System ...... 74 14.3.7 Travel Time TRANSMIT System (Proposed) ...... 75 14.3.8 Electrical Work ...... 75 14.3.9 Existing Cameras and Call Boxes ...... 76 14.4 SYSTEM TEST PROCEDURES ...... 76 14.4.1 Factory Testing ...... 76 14.4.2 Operational Stand Alone Testing ...... 77 14.4.3 Group Site Verification Testing ...... 77 14.4.4 Subsystem Integration Testing ...... 78 14.4.5 System Acceptance Testing...... 78 14.5 DOCUMENTATION REQUIREMENTS ...... 78 14.5.1 Shop Drawings and Test plans ...... 78 14.6 TEMPORARY ITS SYSTEM ...... 79 14.7 DELIVERABLES ...... 79 SECTION 15 WORK ZONE TRAFFIC CONTROL AND ACCESS ...... 81
15.1 SCOPE ...... 81 15.2 STANDARDS ...... 81 15.3 REQUIREMENTS ...... 81 15.3.1 General Requirements ...... 81 15.3.2 Work Zone Traffic Control Plan ...... 81 15.3.3 General Restrictions ...... 83 15.3.4 Access to Commercial Properties and Driveways ...... 83 15.3.5 Closure Restrictions ...... 83 15.3.6 Lane Rental Assessment Information ...... 83 15.3.7 Minimum Lane Widths during Construction ...... 84 15.3.8 Portable Variable Message Signs ...... 84 15.3.9 Temporary Pavement ...... 85 15.3.10 Temporary and Interim Pavement Markings ...... 85 15.3.11 Coordination with Regional Traffic Management Center ...... 85 15.3.12 Emergency Response and Transportation Management Plans ...... 85 15.3.13 Lifting Operations ...... 86 15.3.14 Noise Control...... 86 15.3.15 Work on or Adjacent to the NYCT Bus Route ...... 87 SECTION 16 PAVEMENT DESIGN AND CONSTRUCTION ...... 88
16.1 SCOPE ...... 88 16.2 STANDARDS ...... 88 16.3 REQUIREMENTS ...... 88 16.3.1 Full Depth Reconstruction ...... 88 16.3.2 Mainline and Ramp Pavement on Subgrade ...... 89 16.3.3 Local Roadways and Streets ...... 89 16.3.4 Milled and Resurfaced Roadways ...... 90 16.3.5 Subsurface Drainage System ...... 90 16.3.6 Utility Trench Restoration...... 90 SECTION 17 DRAINAGE AND STORMWATER ...... 91
17.1 SCOPE ...... 91
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17.2 STANDARDS ...... 92 17.3 REQUIREMENTS ...... 93 17.3.1 Drainage Report ...... 93 17.3.2 Connections to Existing Systems ...... 93 17.3.3 Spill Management ...... 93 17.4 DELIVERABLES ...... 93 SECTION 18 HIGHWAY DESIGN ...... 94
18.1 SCOPE ...... 94 18.2 STANDARDS ...... 94 18.3 REQUIREMENTS ...... 94 18.3.1 General ...... 94 18.3.2 Design Requirements ...... 94 18.3.3 Guide Railing, Barrier Systems and Impact Attenuators ...... 96 18.3.4 Clear zone ...... 97 18.4 DESIGN EXCEPTIONS AND NON-STANDARD FEATURES ...... 97 SECTION 19 STANDARDS...... 98
19.1 GENERAL REQUIREMENTS ...... 98 19.2 SPECIFIC REQUIREMENTS ...... 98 SECTION 20 SECURITY ...... 99 SECTION 21 CIVIL INTEGRATED MANAGEMENT (CIM) 3D/4D/5D MODELING ...... 100
21.1 SCOPE ...... 100 21.2 STANDARDS AND REFERENCES ...... 101 21.2.1 CADD ...... 101 21.2.2 3D/4D/5D Modeling ...... 101 21.3 REQUIREMENTS ...... 102 21.3.1 CADD/Model Manager ...... 102 21.3.2 Model Management Plan ...... 102 21.3.3 Department-supplied Data ...... 102 21.3.4 3D/4D/5D Modeling Deliverables ...... 103 21.3.5 Definitions ...... 103 21.3.6 Visualizations and Computer Generated 3D Animations ...... 105
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New York State Department of Transportation
SECTION 1 GENERAL 1.1 PURPOSE This Part 3 establishes the basic Requirements of the Project. The Contract Documents, NYSDOT standard drawings, manuals and specifications, and the referenced Design Codes and Manuals shall be followed for the preparation of design and construction documents and the execution of the Work. Any proposed deviation from the Contract requirements or NYSDOT standards shall be submitted to the Department’s Design Quality Assurance Engineer for review, and shall require the submission of a Non-conformance Report, where the Design-Builder is to identify, explain, and justify any deviation from the established criteria to the Department’s Design Quality Assurance Engineer.
All designs shall be prepared in U.S. Customary units. The Design-Builder shall be responsible for converting any mapping, plans, etc. into U.S. Customary units as necessary for the completion of the Project.
The design and construction shall be in conformance with the latest edition of the New York State Department of Transportation, Standard Specifications, with addenda, issued by the Office of Engineering, current as of the date of Proposal submission, excluding Section 100, which is superseded by Part 2, Section DB 100 of the Contract Documents, and except as otherwise noted in these Contract Documents.
The Design-Builder shall prepare Project Specifications for the Project, for Work Items not covered by the NYSDOT Standard Specifications or applicable Special Specifications, and shall prepare Design Plans for the Project in accordance with NYSDOT standards for general content and format, and in accordance with the Contract.
The Design-Builder shall prepare and submit a Non-conformance Report (in accordance with the provisions of DB §105-16) for any Work proposed to be or actually performed that does not conform to the Contract requirements and for any deviations from NYSDOT standards.
1.2 SCOPE The Kew Garden Interchange Phase 4 Design Build Contract addresses the safety and operational deficiencies identified in the PSR / FDR document. The proposed reconstruction work includes the following traffic movement along the Grand Central Parkway, Van Wyck Expressway, Jackie Robinson Parkway and the connecting ramps between these roadways and Union Turnpike. The proposed improvement will eliminate the existing stop condition from the on-ramps, mitigate the weaving condition between adjacent roadways, and improve the vertical clearance and stopping sight distance within the reconstruction limits of this DB Contract. The proposed improvement shall include the following traffic movement:
- Mainline EB Grand Central Parkway - Mainline WB Grand Central Parkway - Mainline EB Union Turnpike over GCP - Mainline EB Union Turnpike roadway re-surfacing - Mainline WB Union Turnpike over GCP - Mainline WB Union Turnpike roadway resurfacing - WB GCP to WB JRP - EB JRP to EB GCP - EB JRP to WB GCP
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- SB VWE to Queens Blvd - SB VWE to WB Union Turnpike / WB JRP - WB GCP to WB Union Turnpike - EB GCP to SB VWE - NB VWE to WB GCP - EB JRP to NB VWE - EB Union Turnpike to EB GCP - WB Union Turnpike to WB GCP - WB Union Turnpike to WB JRP - EB GCP to WB JRP - EB GCP to EB Union Turnpike
The 30% study alignment improvements were developed to address operational deficiencies along the VWE, GCP and JRP corridors, and validated with results from extensive traffic studies. The new ramp locations improve or eliminate non-conforming and non-standard features of the interchange, including lane and shoulder widths, horizontal and vertical geometry, acceleration and deceleration lengths, and weave lengths. Unsafe stop conditions at the ends of exit ramps are eliminated. Pedestrian routes are improved. The traffic studies indicate that the alignment improvements will also improve traffic flow between each of the connections and reduce congestion on the relocated segments and on upstream segments.
1.3 SCOPE OF WORK – MAJOR ITEMS The proposed alignment in the 30% preliminary plan demonstrates the realignment of the connection ramps from EB GCP to WB JRP, from EB JRP to WB GCP, and from WB UTP to WB GCP. The realignment of these ramps resulted in the elimination of stop conditions at the ends of the ramps. An improved acceleration and deceleration lanes are provided at these ramps and horizontal/vertical geometry is improved for better stopping sight distance. Improvement to pedestrian routes is being made by the introduction of a new Shared Use Path (both pedestrian and bicyclist) is also introduced thereby eliminating a dangerous pedestrian crossing of the ramp from WB UTP to WB GCP, as well as an exit ramp from SB VWE to Queens Blvd / Union Turnpike. An improved pedestrian crosswalk with refuge island is being provided near the EB UTP bridge for pedestrians crossing the GCP service road and the EB UTP on ramp to EB GCP. The proposed roadway geometric improvement as shown on the 30% preliminary plan (see Reference Documents) also include modifications to all other roadway alignment and connections to accommodate the safety and operational improvements throughout the Kew Garden Interchange. the Design-Builder shall be responsible for developing the final alignment and roadway geometry in conformance with the Design Criteria and meeting the approved non-standard or non- conformance feature requirements as stipulated in Part 7, Engineering Data and other requirements as stipulated in Section 18 of this RFP document.
The scope of anticipated major work items are listed as the following:
A) Realignment and reconstruction of the WB and EB mainline Grand Central Parkway (GCP) from the MTA Transit Bridge to 141st Street
B) Realignment and reconstruction of the following connecting ramps from the GCP: - EB GCP to WB Jackie Robinson Parkway (JRP) - WB GCP to WB JRP - EB GCP to WB Union Turnpike (UTP)
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- WB GCP to WB UTP - EB GCP to SB Van Wyck Expressway (VWE)
C) Realignment and reconstruction of the following connecting ramps from the JRP: - EB JRP to WB GCP - EB JRP to EB GCP
D) Realignment and reconstruction of the following connecting ramps from the VWE: - SB VWE to WB JRP - NB VWE to WB GCP
E) Realignment and reconstruction of the following connecting ramp from UTP: - WB UTP to WB GCP
F) Demolition and replacement on new alignments of six existing structures.
G) New roadway alignments are anticipated on the following roadway to address the safety and operational deficiencies :
- EB JRP to EB GCP - EB JRP to WB GCP - WB GCP to WB UTP - EB GCP to WB JRP - SB VWE to Queens Boulevard
H) The reconstructed GCP, JRP, UTP, and connector ramps will provide widened lanes and shoulders as part of the horizontal and vertical alignment improvements. The anticipated roadway realignment will include construction of cut and fill type earth retaining walls to accommodate the new roadway geometry.
I) Relocation and adjustment of facilities including water mains (NYCDEP) and electrical conduit, and manholes(Con Edison).
J) Removal and replacement of an Intelligent Transportation System (ITS) as well as two traffic signal intersections within the Project limits.
K) Installation of a new roadway drainage system meeting the NTSDEC and NYCDEP requirements.
L) Existing ground mounted and overhead signage affected by the proposed roadway re- alignment will be replaced with the latest reflectorized sign panel requirements to allow removal of existing sign lighting.
M) Landscaping within the interchange right of way.
N) Installation of street lighting meeting the NYCDOT Street Lighting requirements.
O) Installation of a new Shared Use Path (both pedestrian and bicyclist) meeting NYSDOT, ADA and FHWA requirements.
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1.4 COORDINATION WITH OTHER PROJECTS The Design-Builder shall coordinate the work so as not to conflict with others projects occurring within or abutting the Contract limits. It is expected that the following projects will be under construction during construction of this Contract:
PIN/Description: X735.75/D263208 – Kew Gardens Interchange Contract 2B, Van Wyck Expressway between Hoover Avenue and 72nd Avenue.
WZTC: Four construction stages plus multiple sub-stages utilize shifted lanes and temporary construction to maintain the existing number of traffic lanes throughout construction. Access to WB and EB UTP sidewalk is maintained throughout construction. Access to MTA yard and NYC arterial maintenance yard is maintained throughout construction.
Current schedule: Substantial Completion December 2019
Contractor: ECCO III Enterprises, Inc.
Contact Information: Sokwon Im, NYSDOT EIC, phone 718-359-2773 (field office)
Brief Project Description: The SB VWE Mainline Viaduct is being replaced under this project.
PIN/Description: X501.60 – Jackie Robinson Parkway Installation of Intelligent Transportation System
WZTC: TBD
Current schedule: TBD
Contractor: TBD
Contact Information: TBD
Brief Project Description: This project will implement an ITS System along the Jackie Robinson Parkway. The project will include installation of fiber, CCTV, VMS, and sensors along the Jackie Robinson Parkway from the Grand Central Parkway and the Whitestone Expressway in Queens to Bushwick Ave in Brooklyn.
PIN/Description: X735.80/D037611 – Rehabilitation of the Van Wyck Expressway (I-678) Viaduct – Contract 1.
WZTC: TBD
Current schedule: Start of Construction December 2019
Contractor: TBD
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Contact Information: TBD
Brief Project Description: The reconstruction of the Long Island Expressway (LIE) Interchange at the Van Wyck Expressway.
PIN/Description: X806.61/D262699 – Rehabilitation of 3 Bridges in Long Island Expressway/Grand Central Parkway Interchange.
WZTC: TBD
Current schedule: TBD
Contractor: TBD
Contact Information: TBD
Brief Project Description: TBD
PIN/Description: XM1560/D23392 – Rehabilitation of Jewel Avenue over Van Wyck Expressway Bridges & Retaining Wall Repair on Long Island Expressway
WZTC: TBD
Current schedule: Construction through 2019
Contractor: TBD
Contact Information: TBD
Brief Project Description: TBD
1.5 THIRD PARTY AGREEMENTS (NON-UTILITY) No Third Party Agreements have been developed in connection with this Project.
For information regarding Preliminary DB Utility Work Agreements, refer to Section 8 of this Part 3.
1.6 DESIGN CODES AND MANUALS In addition to this Part 3, Project Requirements, the Design-Builder must comply with all applicable engineering codes and standards, including those of the various Federal, State, and local jurisdictions.
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If codes, standards and/or manuals are specified herein for the design of an element of the Project, then the edition(s) in effect on the Proposal due date shall be applicable to the Project. Responsibility for design remains with the Design-Builder in accordance with the terms and conditions of the Contract. If a code, manual or standard is subsequently modified by the issuer, the Design-Builder shall notify the Department of such modification(s) and request the Department’s decision regarding application of the modification(s).
All Work shall conform to the following documents. In the event of a conflict between the codes and the referenced documents listed below, the more stringent requirements, as determined by the Department, shall apply. For Work not specifically covered by the individual sections of the Project Requirements, the Design-Builder shall, at a minimum, apply the Standards normally applied by NYSDOT for such Work, to the extent they do not conflict with express requirements in the Contract Documents. The Design-Builder shall be solely responsible for ensuring that it identifies and applies all correct Standards.
AASHTO: A Guide for Accommodating Utilities within Highway Right-of-Way A Policy on Design Standards - Interstate System A Policy on Geometric Design of Highways and Streets Construction Handbook for Bridge Temporary Works Guide Design Specifications for Bridge Temporary Works Guide for the Design of Pavement Structures (with Supplement) Guide Specification for Bridge Railings (1989) Guide Specifications for LRFD Seismic Bridge Design LRFD Bridge Construction Specifications Manual for Assessing Safety Hardware (MASH) Manual for Bridge Evaluation Manual on Subsurface Investigations Mechanistic-Empirical Pavement Design Guide (MEPDG), Roadside Design Guide Roadway Lighting Design Guide Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals. AISC: Steel Construction Manual ANSI ANSI/AASHTO/AWS D1.5 Bridge Welding Code
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Asphalt Institute: Drainage of Asphalt Pavement Structures ASTM: E2213-03 Standard Specification for Telecommunications and Information Exchange Between Roadside and Vehicle Systems E2259-03 Standard Guide for Archiving and Retrieving ITS-Generated Data E2468-05 Standard Practice for Metadata to Support Archived Data Management Systems E2655-08 Standard Guide for Reporting Uncertainty of Test Results and Use of the Term Measurement Uncertainty in ASTM Test Methods Federal Geographic Data Committee: GIS Standards FHWA: FHWA NHI-00-043 Mechanically Stabilized Earth Walls and Reinforced Soil Slopes Design and Construction Guidelines FHWA NHI-01-004 River Engineering for Highway Encroachments FHWA NHI-05-123 Soil Slope and Embankment Designs FHWA NHI-11-032 GEC No. 3 LRFD Seismic Analysis and Design of Transportation Geotechnical Features and Structural Foundations FHWA HI-99-007 Rock Slopes Reference Manual HEC 18 Evaluating Scour at Bridges HEC 23 Bridge Scour and Stream Instability Countermeasures Manual of Uniform Traffic Control Devices (MUTCD) Pavement Publications Standard Highway Signs and Markings (SHSM) Book Steel Bridge Design Handbook Technical Advisory T6640.8A, 10/30/87 (environmental analyses) Traffic Monitoring Guide NFPA: NFPA 70 – National Electrical Code (NEC) NFPA 70E – Standard for Electrical Safety in the Workplace NFPA 502: Standard for Road Tunnels, Bridges, and Other Limited Access Highways
NYSDEC: Standards and Specifications for Erosion and Sediment Control (SESC) Stormwater Management Design Manual (SMDM)
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NYCDEP: Sewer Design Standards Title 15 of the Rules of the City of New York Chapter 20, Rules Governing and Restricting the Use and Supply of Water Title 15 of the Rules of the City of New York Chapter 31, Rules Governing House/Site Connections to the Sewer System
NYCDOT: Seismic Design Guidelines for Bridges In Downstate Region City of New York DOT Systems Engineering Specifications Specifications for furnishing all labor and material necessary and required for the installation, removal or relocation of street lighting equipment in the City of New York Standard Specifications, Bureau of Highway Operations Standard Specifications, Traffic Signals & ITS Systems Standard Drawings, Division of Street Lighting Standard Details of Construction, Bureau of Highways, Roadway Design Street Design Manual Department of Design and Construction Design Guidelines and Directives
NYSDOT: Annual Report titled "Axle Factor Update" Approved Materials List Bridge Detail (BD) Sheets US Customary (NYSDOT BD Sheets) Bridge Inspection Manual Bridge Inventory Manual Bridge Manual Bridge Safety Assurance Seismic Vulnerability Manual Comprehensive Pavement Design Manual Consultant Instructions (CIs) Design Consultant Manual Engineering Bulletins (EBs) Engineering Instructions and Directives (EIs and EDs)
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Environmental Procedures Manual (EPM) / The Environmental Manual (TEM) GCP-17, Procedure for the Control of Granular Materials Geotechnical Design Manual, including all appendices Highway Design Manual (HDM) Land Surveying Standards and Procedures Manual NYSDOT LRFD Bridge Design Specifications Manual for Uniform Record Keeping Materials Bureau - Applicable Sampling and Testing Manuals, Inspection Manuals, and Materials Methods. New York State Supplement to the Manual on Uniform Traffic Control Devices Overhead Sign Structure Design Manual Policy and Standards for the Design of Entrances to State Highways Policy on Highway Lighting Prestressed Concrete Construction Manual (PCCM) Project Development Manual Reference Marker Manual Rules and Regulations Governing the Accommodation of Utilities within the State Highway Right of Way Special Specifications as indicated in the Contract Documents Standard Specifications for Construction and Materials Steel Construction Manual (SCM) Structures Design Advisories Structures Technical Advisories U.S. Customary Standard Sheets Work Zone Traffic Control Manual ROW Mapping Procedure Manual
The above is a partial listing of applicable NYSDOT Engineering Manuals and Guidelines. The Design-Builder shall perform the Work in conformance with all NYSDOT Engineering Manuals and Guidelines in effect on the Proposal due date.
OSHA: PART 1926 - Safety And Health Regulations For Construction
SPC: Society of Protective Coatings Standards
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USDOJ: ADA Accessibility Guidelines for Buildings and Facilities
USDOT: ADA Standards for Transportation Facilities
1.7 REQUIREMENTS The “Requirements” subsection of the individual sections of Part 3 – Project Requirements establishes the Department’s expectations with respect to specific Project elements. These include administrative, managerial and technical considerations as deemed appropriate to the subject, and encompass performance specifications, design criteria, and directive instructions as the Department deems best suited to the subject. The Design-Builder shall develop its Definitive Design, Design Plans and Project Specifications in conformance with this Part 3 – Project Requirements.
The Design-Builder shall be responsible for meeting all requirements and terms contained in this Part 3 – Project Requirements unless explicitly stated otherwise.
The specific requirements in this Part 3 – Project Requirements may be more stringent and shall govern over the criteria given in the Standards. Where a specific requirement in this Part 3 – Project Requirements is more stringent than the criteria specified in a Standard, said specific requirement shall become the basis for determining compliance. Non-standard features needing justification and FHWA and/or NYSDOT approval are defined as those not meeting the criteria cited in the Standards listed in this Part 3 – Project Requirements.
1.8 DELIVERABLES Deliverables to be submitted by the Design-Builder throughout the design and construction of this Project, and upon completion of the Project, are specified in the NYSDOT manuals listed in Section 1.6 of this Part 3 – Project Requirements. These shall supplement the review plan and consultation and written comment cycles cited in DB §111-8 through DB §111-14. The Design- Builder may submit deliverables for the Department’s consideration or consultation and written comment in addition to those cited in the NYSDOT manuals. The Design-Builder shall include such additional submittals in its review plan and revise the review plan as necessary to incorporate sufficient advance notice to the Department. It is the goal of the Department that all review and comments be completed within 10 business days.
Unless otherwise indicated elsewhere in the Contract Documents, or directed by the Department’s Project Manager, all deliverables shall be submitted in both electronic format and hardcopy format. Acceptable electronic formats include Bentley Microstation .dgn format and Bentley InRoads.alg and dtm format, Microsoft Word®, Microsoft Excel®, ArcMAP, or searchable portable document format (PDF) files, with no copy or password protection on the file content, unless otherwise indicated in a specific section of this Part 3 - Project Requirements or a Standard cited in a specific section of this Part 3 - Project Requirements.
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1.9 INDICATIVE PLANS The Indicative Plans, if provided to the Design-Builder in Part 6 – RFP Plans, convey an overall potential solution to the Project’s needs that the Design-Builder may choose to consider in developing its design. The designs presented herein have been developed to a point sufficient to present the general concepts of the Project and specifically to show the current highway boundaries and the extent of property acquisitions provided by the Department. The Indicative Plans are not mandatory, with the exception of elements specifically mentioned elsewhere in this Part 3.
1.10 DIRECTIVE PLANS The Directive Plans, if provided to the Design-Builder in Part 6 – RFP Plans, depict required elements and components of the Project within specifically defined parameters. The Design- Builder has no latitude to adjust components or details shown on Directive Plans, unless specifically noted or through an approved Alternative Technical Concept (ATC).
1.11 CADD CADD formatting for Design and As-Built Plans shall conform to the Department’s CADD Drafting Standards and CADD Design Standards in effect on the Proposal due date.
1.12 SCHEDULE OF PROJECT COMPLETION All work on the design and on the construction shall be completed in accordance with Part 1, DB Agreement, Article 2, Contract Time, but in no case shall the Project Completion Date be later than March 1, 2022. 1.13 WORK PAYMENT SCHEDULE
Progress Payments will be made as each Work Item is completed to the satisfaction of the Department’s Construction Quality Assurance Engineer. Progress payments shall be subject to the requirements of DB §109-2. Payments for Design, Construction Inspection and Laboratory activities will be made in conformance with DB § 109-2.2.
WORK PAYMENT SCHEDULE PERCENT OF MAXIMUM LUMP SUM PERCENT OF WORK ITEM PRICE (To be LUMP SUM completed by D- PRICE B)1
Work Zone Traffic Control 7% Demolition and Removal of Existing Bridge Elements 4% Construct Pier and Abutment Foundations 26% Fabricate and Install Bearings and Superstructure 26% Construct Reinforced Concrete Bridge Deck Slab, 6% Sidewalk and Curbs Construct Drainage System 8%
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Construction of Earthwork and Embankment 10% Construction of Retaining Wall Structures 6% Reconstruction of New Roadway Pavement, 11% Resurfacing Existing Pavement, and Sidewalk Modification Fabricate and Install ITS Elements and Traffic 2% Signals Fabricate and Install Roadway Lighting and Signage 3% Construction of Shared Use Path 1% Fabricate and Install Bridge Rail, Approach Guide 6% Railing and Fencing Construction of Landscaping 3% Construction of Con Edison Electrical Conduits, 1% (fixed) 1% Manholes Punch list work, Site Cleanup and Restoration 2% (fixed) 2% Final Acceptance (Per DB §109-12.1) 1% (fixed) 1% Final Agreement (Per DB §109-12.2) 2% (fixed) 2% Notes: (1) See Work Payment Schedule included in ITP, Appendix E. Percent of Lump Sum Price to be completed by the Proposer. Total percentage for all work items shall equal 100%. (2) Subsequent to Selection of Best Value, the Design-Builder may submit to the Department a more detailed Work Payment Schedule which breaks individual work items into multiple stages, for the Department’s review and acceptance. However, the sum of the percentages proposed for each stage shall equal the percentage for that work item submitted by the Design-Builder included on Form WPS, and in no case shall the payment for any individual stage be more than 50% nor less than 10% of the total percentage bid for that work item. 1.14 INTERIM COMPLETION MILESTONE
This Project’s Interim Completion Milestones, if applicable, are defined as shown in Part 5 – Special Provisions.
The Interim Completion Milestone Dates may not be changed without written approval by the Department’s Project Manager.
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SECTION 2 PROJECT MANAGEMENT 2.1 DESIGN-BUILDER’S ROLE The Design-Builder shall have responsibility for controlling and managing the Work, including the responsibility for quality management as defined in the Contract Documents, Part 2 - DB §§ 111, 112 and 113. This section identifies the Design-Builder’s Key personnel and summarizes the Management Plans to be produced by the Design-Builder in accordance with the Contract Documents.
2.2 DESIGN-BUILDER’S KEY PERSONNEL The positions listed below shall be the Design-Builder’s key personnel for the Project. Key Personnel are preferred to have experience on projects of a similar size, type of work, and complexity as this Project, and should meet the qualifications described below. Proposed staff with qualifications less than those described below will receive a reduced score compared to staff that meet or exceed the described qualifications. Any requirements described as “shall have...” or “shall be…”are determined to be minimum response requirements. The Design-Builder shall provide personnel that meet these minimum requirements.
The Design-Builder’s Project Manager shall be the Design-Builder’s representative and single point of contact with the Department.
The Department’s Project Manager may designate other Key Personnel positions as needed at any time during the Contract.
A) Project Manager: Shall have a minimum of 15 years, but preferably 20 years, demonstrated experience in construction and construction management of bridge and transportation and infrastructure projects with preferably similar size and type of work as this Project, and preferably including projects with compressed timelines, and community information requirements. Such experience in construction and management-of-construction shall include at least one bridge construction project having a construction value in excess of $100,000,000. The Project Manager, who should have Design-Build experience and have extensive project management experience, can hold only this one Key Personnel position. It is preferred, but not required, that this individual be licensed and currently registered as a Professional Engineer in the State of New York. The Project Manager shall dedicate no less than 100% of their work time to this Project. B) Design Manager: Shall be licensed and currently registered as a Professional Engineer in the State of New York, shall be an owner or employee of the Designer and shall have a minimum of 20 years demonstrated experience in managing design for infrastructure and bridge projects preferably of similar scope as this Project. The Design Manager shall have Design-Build experience, and shall have specific experience on projects of similar size and type. The Design Manager can hold only this one Key Personnel position. The Design Manager shall dedicate no less than 100% of their work time to this Project.
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C) Quality Manager: Should be licensed and currently registered as a Professional Engineer in the State of New York and shall have demonstrated experience in bridge design and major infrastructure construction with at least 10 years experience in quality assurance and quality control activities, including preparation and implementation of Quality Plans and procedures for design and construction. The Quality Manager can hold only this Key Personnel position. The Quality Manager shall have experience of quality systems based on ISO 9001, and shall have experience with the quality systems of the Department. The Quality Manager shall dedicate no less than 100% of their work time to this Project and shall be a PE. D) Resident Engineer: Shall be licensed and currently registered as a Professional Engineer in the State of New York and shall have demonstrated at least 20 years experience in bridge and highway construction inspection, including at least 10 years as a Resident Engineer. The Resident Engineer shall have performed Resident Engineer duties on a project within the last 3 years. E) Lead Structural Engineer: Shall be licensed and currently registered as a Professional Engineer in the State of New York, shall be an owner or employee of the Designer and shall have a minimum of 15 years demonstrated experience in managing structural design for infrastructure and bridge projects, preferably of similar scope as this Project; also shall have Design-Build experience, specific structural experience on projects of similar size and type. The Lead Structural Engineer can hold only this one Key Personnel position, and shall dedicate no less than 75% of their work time to this Project. F) Lead Civil Engineer: Shall be licensed and currently registered as a Professional Engineer in the State of New York, shall be an owner or employee of the Designer and shall have a minimum of 15 years demonstrated experience in managing civil/highway design for infrastructure and bridge projects, preferably of similar scope as this Project. The Lead Civil Engineer shall have Design-Build experience, and shall have specific highway experience on projects of similar size and type. The Lead Civil Engineer can hold only this one Key Personnel position. The Lead Civil Engineer shall dedicate no less than 100% of their work time to this Project. G) Lead Geotechnical Engineer: Shall be licensed and currently registered as a Professional Engineer in the State of New York and shall have a minimum of 10, but preferably 15, years of experience which should include the following: planning and overseeing subsurface exploration programs for highway structures/facilities; the development of design soil/rock profiles, for the purpose of geotechnical analysis, design, and construction; design of structure foundations and earth support structures; analysis and design for
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static and dynamic (seismic) loading under current LRFD; analysis and design of mitigation measures for embankment settlement and stability; analysis and design of both temporary and permanent earth support structures; and interpreting geotechnical instrumentation programs. H) Project Superintendent: Shall have at least 15, but preferably 20 years of demonstrated experience overseeing work on bridge and highway construction projects. Experience shall include directing and coordinating the activities of a contractor’s workforce and all subcontractors, ensuring work progressed according to schedule, within budget and that material and equipment were delivered to the site on time. The Project Superintendent shall have experience as Project Superintendent on a bridge project valued at $100M or more. The Project Superintendent shall dedicate no less than 100% of their work time to this Project.
2.3 MANAGEMENT PLANS AND SCHEDULES
2.3.1 Management Plans and Schedule Requirements
The Design-Builder shall submit to the Department’s Project Manager, for review and comment or approval (as applicable), all the Management Plans listed in Table 2-1. Following receipt of the Department’s acceptance or approval of the individual Management Plans, as described in the Contract Documents, the Management Plans shall be resubmitted to the Department’s Project Manager as the Design-Builder’s consolidated Project Management Plan for the Project.
Table 2-1 – Project Management Plans Initial Plan Contract Document Submittal Plan Title Submitted with Reference Deadline the Proposal? Workforce Participation Plan DB § 102-9.4B No 60 Days after NTP 30 Days after NTP or 30 days prior to Safety Plan* DB § 107-7.5 No beginning any construction Work Quality Control Plan* DB § 113 Yes 45 Days after NTP Overall Design-Build Team Project Requirement Yes 25 Days after NTP Organization Plan Section 2.3.5 Project Requirement Design Management Plan No 30 Days after NTP Section 2.3.6 Project Requirements Construction Management Plan No 45 Days after NTP Section 2.3.7 Design Review Plan DB § 111-7 No 10 Days after NTP Transportation Management Part 3, Section No 30 Days after NTP Plan/Emergency Response Plan 15.3.10 Project Requirements Initial Baseline Progress Schedule Yes 15 Days after NTP Section 2.4 * Requires Department approval
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2.3.2 Workforce Participation Plan
The Design-Builder shall develop a Workforce Participation Plan to meet the requirements of DB §102-9.4B and submit it to the Department’s Project Manager for review and comment.
2.3.3 Safety Plan
The Design-Builder shall develop a Safety Plan to meet the requirements of Part 2, DB §107-7.5 and submit it to the Department’s Project Manager for written approval in accordance with DB §107-7.7. No construction Work shall progress and no payment shall be made to the Design- Builder until the Safety Plan is approved by the Department.
2.3.4 Quality Control Plan
The Design-Builder shall use the Initial Quality Control Plan submitted with the Technical Proposal, modify and develop it, as necessary, to include the content required by Part 2, and submit it to the Department’s Project Manager for written approval in accordance with Part 2 DB §113. The Quality Control Plan shall be revised and resubmitted to the Department’s Project Manager within 14 calendar days of receipt of the Department’s written comments and resubmitted as required until Approved by the Department’s Project Manager. No offsite fabrication Work or Construction Work shall commence before the Quality Control Plan has been approved by the Department’s Project Manager. No payment will be made to the Design-Builder until the Quality Control Plan has been approved by the Department.
2.3.5 Overall Design-Build Team Organizational Plan
The Design-Builder shall update the Initial Overall Design-Build Team Organization Plan by combining the Organizational Structure Chart and the Communication Protocol Graphic and narrative and expanding upon these initial submittals into a more comprehensive document. It shall describe the design and construction organizational arrangements it intends to implement. The organizational arrangements described should clearly identify responsibilities and reporting lines of staff, particularly relating to Key Personnel.
The Design-Builder shall include an organization chart and communication protocol graphic (on an 11" x 17" sheet of paper), illustrating the Proposer’s Key Personnel and their prospective roles and responsibilities, as well as other principal participants and any known Subcontractors having a material role in the Project’s design Work, design check Work, construction Work and construction inspection Work.
The Design-Builder shall describe the interrelationships and interfaces between each discipline within the Proposer’s organization (e.g., design, design check, shop drawing preparation and review, construction, and quality management).
The Overall Design-Build Team Organization Plan shall also describe the interrelationships and interfaces between the Design-Builder’s organization, the Department and other governmental agencies, utility owners, stakeholders, businesses, the public and other contractors working in the vicinity and impacted by the construction of the Project. This description shall also, at a minimum, address the following activities: A) Reviews of plans and permits;
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B) Progress, workshop, partnering and utility coordination meetings; and C) Construction, engineering and inspection activities.
2.3.6 Design Management Plan
The Design-Builder shall provide a Design Management Plan and submit it to the Department’s Project Manager for Review and Comment.
The Design Management Plan shall include the Design-Builder’s approach to managing the Project, including:
A) The Design-Builder’s understanding of the Project Requirements.
B) The Design-Build Team’s organizational structure and lines of responsibility.
C) The Design-Builder’s approach to delivering the Project, including how the Design-Builder will address logistical challenges of the Project, scheduling to complete the Project on time and on or under budget with emphasis on quality, design, and construction.
D) How the Design-Builder will manage and coordinate the design, design quality control and design reviews.
E) The means of reporting on the design progress; the means of tracking quality control reviews and the resolution of comments on the design and describes how design non- conformance issues will be resolved.
F) How the design effort will be coordinated with construction activities and construction means and methods for the Project.
G) A description of the proposed methods to control the design progression for the overall project to support the construction schedule.
2.3.7 Construction Management Plan
The Design-Builder shall provide a Construction Management Plan, which may include relevant material submitted with its Proposal and submit it to the Department’s Project Manager for Review and Comment.
The Construction Management Plan shall provide how well the Design-Builder understands and is organized to manage construction, construction quality control and the tools that will be implemented to provide seamless interaction with the Department’s Construction Quality Assurance Engineer for the construction of a quality Project; provides how the progress of the construction work is reported to the Department and for control of the Work; provides how non- conformance issues in construction will be resolved; provides the method of updating the Baseline Schedule; provides how the work will be progressed in coordination with other agencies; provides the methods of maintaining detours and evaluates how the interaction with the Construction Inspection Professional Engineering Firm and the Materials Testing Firm/Laboratory will occur and how these firms will contribute to the Construction Management and quality of the Project.
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2.3.8 Design Review Plan
The Design-Builder shall develop a Design Review Plan to meet the requirements of DB §111-7 and submit it to the Department’s Project Manager for review and comment.
2.3.9 Transportation Management Plan/Emergency Response Plan
The Design-Builder shall develop a Transportation Management Plan/Emergency Response Plan to meet the requirements of Part 3, Section 15.3.10 and submit it to the Department’s Project Manager for review and comment.
2.4 BASELINE PROGRESS SCHEDULE The Design-Builder shall submit the Initial Baseline Progress Schedule that was submitted with the Technical Proposal, including any updates that may be necessary due to a NTP date change.
In addition, the Design-Builder shall expand and develop the Initial Baseline Progress Schedule in accordance with DB §108-1 and Part 5, Special Provision SP-3.
Design shall be considered complete when all Design related documents have been completed and accepted by the Department including: all calculations, specifications, records of design quality control reviews and procedures; descriptions of and justification for any non-standard features created or retained as a result of the design; resolution of any non-conformance reports; and submission of “As Built” drawings.
Construction shall be considered complete when: the entire Scope of Work has been completed; any damage to the area caused by the Design-Builder’s performance of the Work has been repaired to the satisfaction of the Department; all construction quality control documents, test and inspection reports and forms have been completed; As-Built drawings have been completed; and the work site(s) have been cleaned of any debris.
2.5 MEETINGS The Design-Builder shall convene or participate in meetings as indicated in Part 2 DB §105-17.
It is the Department’s policy to use the principles of partnering to guide the management of Design-Build contracts and the Design-Build program within the parameters covered by the laws, regulations, and other policies that govern the work. The Design-Builder shall convene or participate in meetings designed to foster the principles of partnering in accordance with Part 2 DB §103-2.
The Design-Builder shall record the minutes for each meeting.
2.6 COMPUTER AND NETWORKING REQUIREMENTS The Department will issue Citrix connection accounts to the Design-Builder and its Construction Inspection Professional Engineering Firm (CIPE).
Upon request, the Department will also supply the Design-Builder with a CSMIN network connection at the CIPE Field Office with the following Computer and Networking equipment through a third party vendor:
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1 Wireless connection with Router 3 fully configured laptops w/ accessories (for RE, OE, and Chief Inspector) 1 Multi Function Printer
The Design-Builder shall provide ALL additional Computer and Networking equipment to the CIPE as necessary. The Design-Builder will need to provide separate high-speed communication into the CIPE office for all non-CSMIN users. A separate printer will be needed for the non-CSMIN users, as their laptops/computers will not be networked to the CSMIN MFP. It is recommended that the Design-Builder test the network connection success prior to fully equipping its staff and the CIPE firm, to ensure both hardware and software compatibility.
The following computer related specifications reflect the current technology utilized by the Department when making Citrix Connections and are provided for informational purposes only:
• 2/HM65 Chipset, and Intel HD Graphics 3000 (or equivalent); • 2nd Generation Intel Core i5 2620M Processor, 2.70GHz (Turbo up to 3.40GHz), 1333MHz, 4MB L3 Cache; • Mobile Intel HM65 Chipset; • 14” diagonal LED-backlit HD anti-glare (1366x768); • Intel HD Graphics 3000; • 4 GB 1333 MHz DDR3 SDRAM – Dual Channel Active; • 250 GB 7200 RPM 2.5 inch hard drive – or 120 GB Intel SSD; • DVD R/W SuperMulti DL Drive; • Full Keyboard; • Broadcom 4313 GN 802.11 g/b/n 1x1 Wi-Fi Adapter; • 65W Hardware Kit; • 6 cell Li-ion Battery; and • Integrated Gigabit Ethernet Computers shall have Citrix Receiver installed, which can be accessed at:
http://receiver.citrix.com/
2.7 DEPARTMENT’S CONSULTATION AND WRITTEN COMMENTS
The Department’s review, oversight, audit, and inspection activities are referred to as “consultation and written comment” (see Part 2, DB §105-16). The Department’s consultation and written comment will be provided to the Design-Builder in writing. The Design-Builder shall be responsible for addressing the Department’s comments and shall indicate in writing whether it concurs with the comments. If the Design-Builder does not concur with the Department’s comments, then the Department and Design-Builder will work together to resolve the issue before proceeding.
If agreement cannot be reached, the issue must be resolved as provided in the Contract Documents for dispute resolution in accordance with Part 2 DB §109-10.
2.8 PROJECT WISE
ProjectWise is the preferred platform to be used to organize, manage, distribute/share and archive electronic Project design documents for NYSDOT. However, the Design-Builder may propose to utilize another internet-based platform for these purposes, subject to the Department’s
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acceptance. Should an alternate platform be selected, access is to be provided to FHWA-NY Division personnel. The documents to be posted to the selected platform typically include but are not limited to: Final design report and any modifications predicated by the Design-Builder’s actions; All studies and supporting reports; Permit Applications and Permits; Survey and ROW mapping; Photos taken prior to and during design; CADD and 2D/3D models files including current NYSDOT-supported Microstation and InRoads file formats; Engineering calculations to support designs; All drawing submissions (Definite, Interim, RFC, Final, As-Built, etc.); Engineer of Record’s estimate based on Work Payment Schedule; and Public Information. All files posted to the selected platform shall be in accordance with the file naming convention and submission procedures as defined in Appendix 14 of the NYSDOT Project Development Manual.
The Design-Builder shall ensure that all electronic design documents are stored on the selected platform. Updates of engineering documents shall be provided on a monthly basis.
Regardless of the platform utilized during the progression of the Project, prior to Project completion all files shall be posted to ProjectWise in accordance with the criteria listed above.
The Design-Builder may obtain a ProjectWise account by contacting the Department’s Project Manager and providing the required account information per Appendix 14 of the Project Development Manual.
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SECTION 3 ENVIRONMENTAL 3.1 SCOPE Except as otherwise detailed herein, the Design-Builder shall be responsible for preparing its design, obtaining environmental approvals, carrying out construction activities, performing Quality Control, and undertaking other activities, including hazardous materials inspection and testing, as needed to ensure compliance with the Project’s Environmental Requirements and all applicable environmental laws and regulations.
This Project Requirement identifies certain required actions to be performed by the Design-Builder to ensure that the Environmental Requirements are complied with throughout the duration of the Project.
3.2 ENVIRONMENTAL APPROVALS The Department has determined that this Project is a NEPA Class II, Categorical Exclusion. Class II actions that do not individually or cumulatively have a significant environmental effect are excluded from the requirement to prepare an Environmental Impact Statement (EIS) or an Environmental Assessment (EA).
The Department has determined that this project is a SEQRA non-Type II Action in accordance with 17 NYCRR, Part 15. This Project is subject to further SEQR processing due to the impacts to the two NHRP eligible UTP arch bridges (BINs 1-06503-0 and 1-07588-0). The impact to these two structures was evaluated as part of the Section 106 and coordination and discussion with SHPO. A Memorandum of Agreement (MOA) was entered into on Friday, January 12, 2018. .
The Department has not secured any environmental permits associated with this Project. It is the Design-Builder’s responsibility to secure all environmental permits associated with and required for construction of this Project.
It is advisable that the Design-Builder hold a pre-application meeting with NYSDEC and coordinate with NYCDEP, as appropriate, within 60 days from NTP.
The Design-Builder may request a review by the Department of any permit/approval applications which must be submitted to third parties. For any such review requested, the Design-Builder shall allot five (5) business days for the Department to review and comment on the completeness and adequacy of the application materials. It shall then be the Design-Builder’s discretion to address any Department comments or elect to move forward with the application materials as submitted.
If during detailed design and/or construction the Design-Builder introduces design elements, variations, or methodologies that potentially induce environmental impacts not covered under the obtained approvals/permits by the Department, then the Design-Builder shall re-evaluate the NEPA process for this Project and obtain the necessary Environmental Approvals/Permits for the Project prior to proceeding with construction. This requirement also applies to proposed variations which may affect resources covered under Section 106, Section 4(f), Executive Order 11990 (wetlands), and other applicable federal and state environmental regulations.
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3.3 REQUIREMENTS
3.3.1 General
A) The Design-Builder shall procure all Environmental Approvals as needed for all Design- Builder-located areas, including staging, borrow and disposal sites, and any other areas used by the Design-Builder, for its convenience, in the execution of the Project;
B) The Design-Builder shall be responsible for preparing all permit application materials and obtaining all Environmental Approvals necessary for the Project and not already obtained by the Department, including those that are precipitated by the Design-Builder’s design or actions that deviate from the requirements of any acquired permit(s) (if any). For any such approvals required to be obtained by the Design-Builder that must formally be issued in the Department's name, the Department will cooperate with the Design-Builder as reasonably requested by the Design-Builder, including execution and delivery of appropriate applications and other documentation as prepared by the Design-Builder;
C) A Memorandum of Agreement (MOA) was developed among the FHWA, SHPO and NYSDOT to resolve adverse effects on the two historic bridges, the westbound Union Turnpike Bridge over the Grand Central Parkway (BIN 1-06503-0) and the eastbound Union Turnpike Bridge over the Grand Central Parkway (BIN 1-07588-0). The Design-Builder shall receive confirmation from NYSDOT Office of Environment via the Department’s Project Manager that documentation of the bridges as per Stipulation 1 of the MOA has been completed before they can proceed with demolition work on the bridges.
In the event that unanticipated discoveries of historic or prehistoric objects are made during construction, the Design-Builder shall notify the appropriate NYSDOT personnel as described in the NYSDOT Standard Specifications, Section 107-01 D. Archaeological Salvage;
D) The Design-Builder shall be solely responsible for compliance with and violations of any Environmental Requirements; and
E) The Design-Builder is responsible for any fines, non-compliance, violations, or damages incurred by reason of failure of the Design-Builder to comply with Environmental Approvals. Resulting fines or damages shall be deducted from monies owed the Design-Builder.
3.3.2 Environmental Plans
The Design-Builder shall be responsible for preparing the following documents in conformity with all Environmental Requirements:
A) State Pollutant Discharge Elimination System (SPDES) Permit application; see Soil Erosion and Water Pollution Control;
B) Stormwater Pollution Prevention Plan (SWPPP).
3.3.3 Soil Erosion and Water Pollution Control
The Design-Builder shall prepare and maintain on file a SWPPP complying with the New York State SPDES General Permit for Stormwater Discharges from Construction Activities (GP-0-15-
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002 or current version). The SWPPP is to include but is not limited to construction entrance(s), construction phasing, drawings showing size and location of permanent (e.g., swales, check dams, etc.) and temporary (e.g., silt fence, temporary seed, mulch, etc.) erosion controls, and details.
The SWPPP shall be designed in accordance with other Sections in this Part (e.g., Section 11, Landscape Architecture, and Section 17, Drainage and Stormwater). and shall include plans and details for water quality volume, runoff reduction volume, stream channel protection, overbank flood, and extreme flood controls, as appropriate. The Design-Builder shall apply for coverage under the SPDES General Permit for Stormwater Discharges from Construction Activities after preparing a compliant Erosion Control Plan and SWPPP as noted. The Design-Builder shall prepare the final SWPPP and a conforming Notice of Intent (NOI), sign/complete the Contractor/Subcontractor SPDES Permit Certification form (CONR 5), and submit the NOI to NYSDEC for approval. Discharges covered under the SPDES general permit shall not commence until the date authorized on the SPDES Acknowledgement Letter from NYSDEC.
3.3.4 Threatened and Endangered Species Coordination
NYSDOT has determined that the Project will have “No Effect” on identified federally-listed species or on any habitat on which these species depend.
3.3.5 Asbestos Containing Materials
An Asbestos Screening and Assessment of the impacted right-of-way and structures was performed by a NYS Department of Labor licensed firm using certified inspection staff. Asbestos Containing Materials (ACMs) identified during this screening/assessment were sampled and positively analyzed for asbestos content; suspect asbestos-containing materials are presumed positive. The complete Asbestos Containing Material Survey and Design Report, dated January 24, 2018, is located in Part 7 – Engineering Data.
The Design-Builder shall be responsible for the abatement design, asbestos abatement, waste disposal and any required project monitoring/compliance air sampling during abatement of all confirmed and assumed asbestos containing materials if such materials will be disturbed during the performance of the Work. All asbestos abatement and waste disposal shall be performed in accordance with applicable safety and health codes and all applicable State and Federal regulations. See also DB Section 112-5.5, Asbestos.
The Design-Builder (in particular, the lead constructor on the Design-Build team) is also made aware that 12 NYCRR 56 specifically prohibits the abatement contractor from directly contracting project monitoring and/or compliance air monitoring services. In order to comply with this regulatory requirement, no Principal Participant may perform any asbestos abatement work for this Project. The Design-Builder shall subcontract asbestos abatement and Project monitoring/compliance air sampling services to separate and independent firms.
If during the course of work, any asbestos-containing materials not already documented in the asbestos screening/assessment report or Project record plans are encountered and require disturbance, the Design-Builder shall be responsible for any needed additional asbestos assessment, abatement design, asbestos abatement, waste disposal, and Project
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monitoring/compliance air sampling. All additional work shall be paid for under the Force Account pay item.
New York State Department of Labor (NYSDOL) asbestos licensure and applicable staff certification(s) are required for Work where confirmed or presumed asbestos-containing materials are impacted. All necessary asbestos assessment and Project design Work shall be performed in conformance with policy and guidance provided in NYSDOT’s The Environmental Manual (TEM).
Any ACMs associated with private utilities located within the Project limits shall be the responsibility of the private utility owner. The Design-Builder shall coordinate with the private utility owners for the remediation of any ACMs which may be identified.
3.3.6 Hazardous Materials
A Hazardous Waste/Contaminated Materials Screening was conducted for the Project. The purpose of the screening was to identify the potential areas of environmental concern (AOCs) based on known or suspected presence of hazardous waste and/or contaminated materials that could impact the limits of proposed construction or property acquisition for this project.
The screening consisted of a limited visual site reconnaissance in July 2017 to observe for signs of the use, storage, or release of hazardous waste or contaminated materials, a review of aerial photographs, historic Sanborn Fire Insurance Maps to assess prior land use, and review of federal, state, and local agency environmental records. Potential areas of environmental concern were identified based on the known or suspected presence of hazardous waste and/or contaminated materials and the probable potential for such materials to impact the limits of construction for the Project.
A Detailed Contaminated Materials Site Assessment (Phase II Investigation) was conducted from December 21 to December 22, 2018 to determine actual site conditions with respect to the identified AOCs. The Phase II Investigation included the collection of soil and groundwater samples within the limits of construction for the Project. The complete Phase II Investigation Report, dated January 19, 2018, is located in Part 7 – Engineering Data
Excavated soil material at boring location ENV-12 must be removed from site to comply with NYSDEC Regulation 6 NYCRR Part 360.12(c). Environmental soil boring information is available as a series of Reference Documents titled ‘Kew Gardens Summary-Day 1 Samples’, ‘Kew Gardens Summary-Day 2 Samples’, and ‘KGI BUD Soil Test Results’. Any excavated material within a 20’ x 20’ area around ENV-12 shall be removed from the site and properly disposed of.
Contaminated soil that is excavated during construction will be managed in accordance with NYSDOT Standard Specification 205 – Contaminated Soil, including preparation of a Contaminated Material Handling Plan to provide procedures for the proper handling, testing, reuse and/or disposal of excavated material, and preparation of a Health and Safety Plan to include procedures for monitoring, and mitigating as necessary, worker and community exposure to contaminated soils during construction. Special notes will also be included on the contract plans to provide direction for managing contaminated soils on the Project. Procedures will also be put in place to manage unknown conditions that may arise during construction such as encountering previously unidentified soil conditions or undocumented buried petroleum tanks.
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If during the course of work, any AOCs not already documented in the Contaminated Materials screening/assessment report or Project record plans are encountered and require disturbance, the Design-Builder shall be responsible for any needed additional assessment, handling, testing, waste disposal, and Project monitoring/compliance. All additional work shall be paid for under the Force Account pay item.
3.3.7 Environmental Plan Deliverables
Deliverables shall be as stated elsewhere in the RFP documents.
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SECTION 4 GENERAL PROJECT SCOPE OF WORK 4.1 SCOPE The Design-Builder shall perform all Work necessary to prepare the Project site(s) for construction, maintain the site(s) in suitable condition during all stages of construction and provide cleanup and restoration of the construction site(s) and all disturbed areas.
4.2 STANDARDS The Design-Builder shall perform the Work in accordance with the applicable Standards, Codes and Manuals cited in Section 1.6, unless otherwise stipulated in this Project Requirement, or otherwise applicable to the Project.
4.3 REQUIREMENTS The Design-Builder shall prepare site work plans showing the extent of site works; disposal and storage locations; facility removal details; and approximate volumes; and shall provide for uninterrupted Department maintenance and operations. All regulated waste shall be handled according to Section 3 – Environmental Compliance.
The site work may include but not be limited to: clearing and grubbing; excavation and embankment; removal of pavement and pavement markings, road barriers, soil, drainage facilities, fencing, signs, and miscellaneous structures; subgrade preparation and stabilization; dust control; removal of abandoned above-ground and shallow piping and wiring, valves, meters, and other waste materials; and aggregate surfacing.
Unless specified otherwise in the Contract Documents, the Design-Builder shall remove all obstructions down to a minimum of 2 feet below the existing or proposed surrounding ground elevation or to the elevation necessary to properly construct the Work, whichever is lower.
The Design-Builder shall grade and restore all disturbed areas to match the existing surrounding ground elevation unless otherwise specified elsewhere in the Contract Documents. The Design- Builder shall cut pavement or sidewalk to full depth with straight lines at removal terminations.
The Design-Builder shall over-excavate as necessary to remove unsuitable material from under the footprint of pavements and structures and backfill with properly compacted suitable material. Topsoil may be stripped, stockpiled, and reused within the Project Limits.
The Design-Builder may only reuse materials on the Project that meet the requirements for grading and backfill materials. Disposal of obsolete, unsuitable, and surplus material is not allowed within the Right-of-Way and shall be removed.
4.3.1 Field Office
The Design-Builder shall provide, furnish and maintain a Field Office for use by the Department in accordance with the NYSDOT Standard Specifications. The Field Office shall be a Type 3 Office as described in the NYSDOT Standard Specifications.
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4.3.2 Salvage
All materials removed from the Project site shall become the property of the Design-Builder, unless specifically stated elsewhere in this Part 3 - Project Requirements.
4.3.3 Surplus Quantity
Section not used.
4.3.4 Snow Removal
Snow removal on the traveled roadways within Project limits shall be the responsibility of the City of New York unless cattle-chute lane width is reduced below 14’-0”. If cattle-chute lane width is reduced below 14’-0”, snow removal shall become the responsibility of the Design-Builder.
4.3.5 Staging Areas
The Design-Builder may use the staging areas as shown in the Plans included in the Reference Documents. Due to ongoing construction of Kew Gardens Phase 3, only the east side staging area as shown in Part 7 – Engineering Data will be available. The Department will inform the Design-Builder as to the availability of the remainder of the site. Please note that the use of the area is to be coordinated with the Department. Upon Substantial Completion of the Project, the Design-Builder shall be responsible for the final restoration of this staging area.
4.3.6 Inspection Vehicles
The Design-Builder shall provide and maintain two (2) inspection vehicles for use by the Department, for the duration of the Project, in accordance with Special Specification 637.31020020.
4.3.7 Homeless Encampments
Homeless people and their possessions may be encountered within the Project limits. Prior to establishing a work site which has homeless people at that site, the Design-Builder shall contact the Department’s Project Manager, in writing, approximately one month before establishing the work site. The letter shall inform the Department’s Project Manager of the Design-Builder’s work which may affect the homeless people. The Design-Builder shall provide the location of the homeless people and date and time which the Design-Builder plans to establish the work site. The Department’s Project Manager will then contact the Regional Office (Operations/ Maintenance). The Design-Builder shall immediately move into the work site after the homeless people have been relocated (by the appropriate agencies) and the location has been cleared. In the case where homeless people are encountered during the course of the Design-Builder’s activities, the Design-Builder shall immediately remove its employees from the affected site and contact the Department’s Project Manager.
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SECTION 5 SURVEYING AND GIS 5.1 SCOPE The Design-Builder shall perform all surveying tasks necessary to undertake and complete the Project including but not limited to: acquisition of terrain data (topography); mapping of roadways and appurtenances, features, bridges, and utilities as needed; locating boundaries; waterway surveys; contract control plan; construction and stakeout surveys; As-Built surveys; surveys that arise from other Project Requirements; asset inventory; and all other surveying services as necessary.
5.2 STANDARDS The Design-Builder shall perform the surveying activities in accordance with the applicable Standards, Design Codes and Manuals cited in Section 1.6, unless otherwise stipulated in this Project Requirement or otherwise applicable to the Project.
5.3 REQUIREMENTS
5.3.1 Project Survey Control
Survey control, if available, will be provided as Reference Documents. The Design-Builder may supplement that information or conduct complete new survey as necessary to perform all the necessary surveys required to complete the Project, as the Design-Builder deems appropriate.
5.3.2 Department-supplied Data
The Department will provide the Design-Builder with the following Survey-Related Data as Reference Documents: Survey Baseline Control Data ROW / Highway Boundary Geometry; Survey / Photogrammetric Base Mapping Planimetrics; Survey / Photogrammetric Digital Terrain Model; and Record Plans. The Design-Builder shall be responsible for verifying any data used for the Project.
5.3.3 Survey Reports, Records and Maps
The Design-Builder shall submit to the Construction Inspection Professional Engineering Firm, all information listed under the ‘Documentation’ sub-section of each chapter of the NYSDOT Land Surveying Standards and Procedures Manual that is applicable to its survey work. The Design- Builder shall index and submit all calculations, notes, computer files, raw data, Project reports, meeting notes, correspondence, digital images, maps, corner records, records of survey, aerial photogrammetric products, centerline alignment maps, and other maps and related items.
The Design-Builder shall be responsible for ensuring that information submitted is compatible with the applicable NYSDOT CADD standards, software and operating systems and formats.
All survey reports and maps, including bathymetric survey plans, shall be signed-and-sealed by a New York State licensed professional land surveyor.
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5.3.4 Permanent Survey Markers
This Section not used.
5.4 SURVEYING AND GIS DELIVERABLES
Deliverables shall be as stated elsewhere in the RFP documents.
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SECTION 6 RIGHT-OF-WAY 6.1 SCOPE The Right of Way (ROW) for the Project has been certified and is in the process of being vested by the NYSDOT. The acquisition plans are shown as part of the Reference Documents. The Design-Builder shall perform all the permanent Project Work within the limits of the ROW for the Project. The Design-Builder will not be allowed to acquire any additional ROW beyond what is shown on the Acquisition Plans.
The Design-Builder shall be responsible for coordinating the Project Requirements herein with DB §107-1, DB §107-22 and DB §107-30.
6.2 REQUIREMENTS
6.2.1 ROW Provided by the Department
The ROW within the Project Limits shown on the Acquisition Plans shows the Fee, and Permanent Easements immediately available to the Project.
Right of ownership of all ROW and the improvements made thereon by the Design-Builder shall remain at all times with the Department. The Design-Builder’s right to entry and use of the ROW arises solely from permission granted by the Department under the Contract.
6.2.2 Right-of-Way Fencing
Any ROW fencing that has been damaged due to construction of the Project or removed by the Design-Builder shall be replaced by the Design-Builder with new ROW fencing meeting current NYSDOT standards.
6.2.3 Property Interests Identified by the Design-Builder for its Convenience
The Design-Builder shall be responsible for the acquisition and all costs associated therewith for any temporary land or other property required for the Design-Builder’s convenience outside the ROW Limits, such as for staging, lay-down, access, office space, temporary works, or other purposes. The Design-Builder shall assume responsibility for satisfying all Federal and State regulations, identifying, analyzing, and documenting the environmental impacts associated with the additional space and securing all necessary consent, including that of the Department, prior to initiating use of the space, in accordance with DB §107-22.
The Design-Builder shall be aware that the acquisition of temporary land or other property beyond what is shown on the Reference Documents shall require a review in relation to the Uniform Act, Final Design Report, and other Environmental Approvals and is subject to review by the Department. If it is determined that the proposed acquisitions require a further reevaluation of the Final Design Report or other Environmental Approvals, the Design-Builder shall revise the plans such that they are in conformance with all existing Environmental Approvals. Such revisions shall be carried out at no additional cost to the Department.
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6.2.4 ROW Coordination
ROW coordination shall be in accordance with DB §107-22.
6.2.5 Right of Way Markers
Section not used.
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SECTION 7 PUBLIC INVOLVEMENT 7.1 SCOPE Under the direction of the Department, the Design Builder shall develop and implement a Public Involvement Plan with an educational component that is reviewed, approved and monitored by the Department. The goal of the public involvement activities is to inform and educate the public and key stakeholder’s by providing timely information throughout the design and construction process, as well as to promote the project to the public and key stakeholders.
7.2 STANDARDS The Design-Builder, in close coordination with the Department, shall perform the Public Involvement activities in accordance with the NYSDOT Project Development Manual: Appendix 2, Public Involvement Manual.
7.3 REQUIREMENTS
7.3.1 Public Outreach
Under the direction of the Department, and as described in the Public Involvement Plan, the Design-Builder shall have the primary responsibility for performing public outreach activities for the Project, and shall have a Community Liaison as a member of the Design Build Team, with at least five (5) years of Public Outreach experience, who shall be the Design-Builder’s primary point of contact for Public Outreach activities. The lead in all public outreach activities, however, shall be the Department. All public outreach activities shall be coordinated through the Department’s Construction Quality Assurance Engineer (CQAE). All public communication activities must be reviewed and approved by the Department. This includes communication and notifications of key stakeholders (motorists, general public, area residents, educational institutions, emergency services, businesses, etc.) of road closure information or changes in traffic patterns, promotion of the project, Project milestones or Project construction related activities that have the potential to affect the general public and/or residents in proximity to the Project area. Project milestones include, but are not limited to: the visible start of construction activities; travel pattern changes; significant Project accomplishments, and construction completion.
The Design-Builder shall be aware that outreach to the public is a critical component to the successful completion of any NYSDOT project. Design-Build projects by their nature introduce unknowns and variables that the public is not aware of due to the fact the design is not complete. In an effort to offset those potential concerns and anxieties that a yet fully vetted design could create, in the eyes of the public, outreach to the public shall commence early on this project. The Design-Builder shall be prepared to notify and/or meet with appropriate stakeholders and the elected officials and the general public within 60 days following the issuance of the Notice to Proceed. The Department remains the lead on this activity but the Design-Builder will play the key role in coordinating the logistics, preparing the presentation material, the announcement of the meeting(s), and other outreach efforts necessary to capture the communities interest and participation. The Design-Builder shall be prepared at this time to discuss the design, the reason for said design, the construction methods, the schedule of the construction contract, the time periods of the day that the work will be on-going, and how traffic and pedestrians will be accommodated, as a minimum. This will all be coordinated with the Department’s Project Manager and the discussion of this meeting and coordination will begin at the Design Workshop and shall be so listed as an agenda item for the Design Workshop.
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Under the Department’s direction, the Design Builder shall develop all written and digital material required to notify the public about the project, its impacts and its various milestones, as well as to promote the project. Examples include, but are not limited to, press releases, travel advisories, construction notices and content for the Department’s website and social media. All material will be reviewed and approved by the Department.
The Design Builder shall also be responsible for an educational component of the Public Involvement Plan, which includes printing and distributing safety brochures developed by the Department.
As part of the Public Involvement Plan implementation, the Community Liaison shall attend the weekly project progress meetings in order to identify and develop necessary communication materials.
Because the Community Liaison will be responsible for addressing the public’s day-to-day concerns and for providing project information, the Design Builder will provide the Community Liaison with a cell phone for this purpose.
The Design-Builder shall coordinate with and provide a minimum of two weeks advance notice to the CQAE prior to all changes to traffic patterns and the following Project milestones: start of construction; Project completion; and any other interim completion milestone(s) determined by the Department.
The Design-Builder shall provide the Department with a minimum of two weeks advance notification for each public information activity (press announcements, travel advisories, PVMS postings, etc.) to allow for proper review and comment by the Department.
The Design-Builder shall provide the Department’s CQAE with a written work Schedule (including anticipated traffic changes) two weeks in advance of work that will change traffic patterns.
7.3.2 Media Relations
Media Inquiries: All media inquiries, requests for interviews from local print or broadcast news media, trade magazines or other media outlets must be referred to the CQAE for direction. The Department will coordinate and respond to all media requests. The Design-Builder shall alert all project personnel about this policy.
Press Releases and Travel Advisories: To allow for timely notice to the public, two weeks advance notice of the start of work, any lane closures, road closures, changes to traffic patterns, or project milestones is required to be given to the CQAE and the Department’s Project Manager.
Notifications referenced above are in addition to the written work schedule discussed in Section 7.3.1. The Community Liaison will develop a draft travel advisory and/or press release for content and quality, which is reviewed by the Design-Builder and approved by the Department. The Department will distribute finalized press releases and travel advisories to the press and appropriate elected officials, and will also post this material on the Project website. However, the Design-Builder, under the direction of the Department, is responsible for the notification of local public officials, emergency service providers, schools, residents, businesses, and other affected parties, of any major travel pattern change. The list of all project stakeholders shall be included in the Public Involvement Plan.
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The strategies described above are consistent with the requirements of Part 3 Section 15 – Work Zone Traffic Control and Access, and shall include Construction Bulletins, which are reviewed and approved by the Department, and published by the Design-Builder, especially focused on traffic changes, night time work, higher-noise construction periods or locations, or other construction activities of potential concern to the public. Under the direction of the Department, the Design-Builder shall be responsible for interaction with the affected homeowners, tenants and businesses with regards to issues including but not limited to, security of and access to their property or properties, utility services, night time operation, etc.
7.3.3 Public Information Meeting
The Design-Builder shall be prepared to partner with the Department on additional Public Information Meeting(s) to discuss the Project’s progress with the community in an open forum format. The Design-Builder shall prepare design and construction-related information about the Project and the Design-Build process and progress, schedule or construction methods being used to advance the Project, etc., that will help inform Project stakeholders. The Design-Builder shall work in cooperation with the CQAE in determining the necessary presentation materials, PowerPoint material shall be required. The PowerPoint and any other necessary presentation materials shall be approved by the Department.
Project update meetings including public informational meetings, as discussed above, may be required during the course of construction, depending on how smoothly the Project is progressing and the community’s reaction and receptiveness to the construction of the Project. The Department will determine the number, frequency, schedule, and locations of update meetings and public informational meetings, and will update this information as the project progresses.
7.3.4 3D/4D Requirements
The Design-Builder shall provide to the Department Photo Simulations and Animated Simulations for Public Involvement. These requirements are shown in Sections 21.4.2.1, 21.4.2.2, and 21.4.2.3.
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SECTION 8 UTILITIES 8.1 SCOPE The utility requirements set forth in Part 4 – Utility Requirements and DB §102-5 present the Design-Builder’s responsibilities as they relate to existing and/or new utilities, the manner in which utilities shall be protected, relocated, upgraded, constructed or incorporated into the construction, and responsibilities for the Work.
8.2 STANDARDS The Design-Builder shall perform all utility activities in accordance with the Contract Requirements, the applicable Standards, Codes and Manuals listed in Section 1.6 or otherwise applicable to the Project, and the standards required by the various utility companies affected by the work.
8.3 GENERAL REQUIREMENTS The Design-Builder shall examine the record plans of the work site, make a field survey of the work site and examine all other available documents to determine the type and location of all utilities that may be affected by the Design-Builder’s Work. Before any work begins the Design- Builder shall inform the Department’s Project Manager what utilities are present and how they may be affected by the work.
The Design-Builder, in coordination with the Department’s Project Manager (or designee) and the Regional Utility Engineer, shall meet with all the affected Utility owners or operators for the purpose of discussing the effect on the utility facilities and to agree on a plan to maintain, protect, relocate, reinstall, or other action that may be necessary for the work to progress.
All utilities must be maintained, supported and protected during construction, unless otherwise directed by the utility owner.
Any utility conduit, conductor, splice box, pull box or other item that is part of a utility system or street light system that is embedded in a concrete deck, sidewalk or other concrete element that is being removed and replaced as part of this Project shall be replaced and its location coordinated with the utility owner unless the utility owner indicates that replacement is not required. The design and construction of the replaced utility shall be in conformance with the current standards of the Utility owner.
The Design-Builder shall be responsible for repair to any damage and consequential damages to those utilities caused by his operations at the Design-Builder’s expense. If the nature of the damage is such as to endanger the satisfactory operations of the utilities and the necessary repairs are not immediately made by the Design-Builder, the work may be done by the respective owning companies and the cost thereof charged against the Design-Builder.
The Design-Builder shall provide notice to the Construction Quality Assurance Engineer (CQAE) at least two weeks before construction begins on any portion of the Project. The CQAE will notify the Regional Utility Engineer of the pending construction and of any planned interruptions to service. It should be noted that utility companies set their own notification time frames and requirements. Preliminary time frames have been identified in Part 4 – Utility Requirements of these Contract Documents. The Design-Builder shall coordinate with respective Utility Owners.
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8.3.1 Utility Relocation Agreements
It is anticipated that the required Final Utility Work Agreements will be executed between the Department, the Design-Builder and the owners of impacted utilities once the Design-Builder has determined the final locations of the impacted utilities. See Part 4 for details on utility inventory, coordination and relocations.
The Design-Builder shall be responsible for the design and construction of these facilities as outlined in Part 4 - Utilities.
8.3.2 Other Utility Conflicts
Please see Part 4 – Utility Requirements for additional utilities in the project vicinity that may require relocation and modification.
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SECTION 9 GEOTECHNICS
9.1 SCOPE
The Design-Builder shall be responsible for all Geotechnical Work necessary for the design and construction of all permanent and temporary structures, including assessing available information, planning and implementing subsurface investigations, geotechnical analysis and reporting, geotechnical instrumentation and monitoring, and protection of existing infrastructure, structures and utilities in accordance with the requirements of the Contract Documents.
These requirements are considered as a minimum and do not include all possible conditions that may be encountered in the Design-Builder’s final design.
The Department has performed limited subsurface investigations in the vicinity of the Project Site. Information from these previous subsurface investigations has been provided as Reference Documents. Presentation of this information in no way implies that subsurface conditions are the same at other locations.
The Design-Builder shall be familiar with available geotechnical, geologic, seismic, hydrogeology, soils literature, and existing site conditions (both native and man-made), and shall interpret the existing geotechnical data pertaining to the Project Site. The Design-Builder shall form its own interpretation of the existing geotechnical data, and any additional geotechnical data the Design- Builder may obtain from its own investigations, and shall produce designs compatible with geotechnical site conditions and provide for the durability of the finished product.
Existing substructures and retaining walls shall not be re-used or incorporated into new work, except for the north abutment of Ramp KC as constructed in Kew Gardens Interchange Contract 2B.
9.2 STANDARDS
The Design-Builder shall perform geotechnical activities in accordance with the Contract Requirements and the applicable Standards, Design Codes and Manuals cited in Section 1.6 or otherwise applicable to the Project.
The Design-Builder shall use Bentley gINT® or similar commercial software to develop and maintain an electronic database of subsurface information including in-situ test and laboratory test results, and to produce all final subsurface exploration logs or records.
9.3 DESIGN REQUIREMENTS
9.3.1 Geotechnical Work Plan
The Design-Builder shall prepare a Geotechnical Work Plan, for the project that identifies the geotechnical scope of work that the Design-Builder plans to complete for the design and construction of the project. The Geotechnical Work Plan shall include:
A) Design-Builder’s knowledge and understanding of the geotechnical, geologic, hydrogeologic and seismic settings of the Project Site and how the nature and behavior of the soil, rock, groundwater and subsurface conditions will affect the investigation, design and methods of construction;
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B) Identification of key constraints, site and subsurface conditions, and a description of how the geotechnical activities will be designed and constructed to meet these constraints and conditions;
C) Types of subsurface investigations to be carried out for the Project, including locations and depths of borings and other field testing with a narrative of the in-situ tests (if applicable) and laboratory tests to be carried out;
D) A summary of the proposed geotechnical works including identification of major design and construction risks, and how these risks will be managed and mitigated;
9.3.2 Geotechnical Investigations
The Design-Builder shall plan and conduct geotechnical investigations in accordance with the Department’s and AASHTO Standards for subsurface exploration programs, and as deemed necessary by the Design-Builder’s Lead Geotechnical Engineer to establish the geotechnical conditions and to perform all geotechnical and foundation design and analysis.
Information from existing borings provided by the Department as Reference Documents may be combined by the Design-Builder with the Design-Builder’s subsurface investigation to comply with the requirements of the applicable standards. Soil Classification information is provided in Part 7 – Engineering Data. It is the sole responsibility of the Design-Builder to determine if the existing borings are suitable for use in the Project. It is the sole responsibility of the Design-Builder to determine the extent to which further borings by the Design-Builder are necessary for the Project. For each new subsurface exploration, the Design-Builder shall be responsible for keeping a continuous and accurate log.
The Design-Builder shall determine the State Plane coordinate location and ground surface elevation for each boring and field exploration position, and shall show the actual coordinates and the datum version, the station and offset, and the elevation for each individual boring log or exploration record in accordance with Department standards. Boring shall be located using NAD83 Geodetic Reference System. Elevations shall be referenced to the Project datum and horizontal control system.
9.3.3 Geotechnical Data Report
The Design-Builder shall be responsible for preparing a Geotechnical Data Report, signed and stamped by the Lead Geotechnical Engineer. The Geotechnical Data Report shall serve as a factual depiction of the subsurface conditions and at a minimum it shall include:
A) A detailed description of the geotechnical investigation methods; B) Complete records with summary tables of investigation; C) Complete records with summary tables of laboratory test results; and D) A subsurface exploration plan, showing locations of any existing (pre-award) explorations for which data was used by the Design-Builder, plus locations of post-award exploration locations undertaken by the Design-Builder; and E) Final logs for all subsurface explorations progressed by the Design-Builder.
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9.3.4 Foundation Design Report
The Design-Builder shall prepare a Foundation Design Report for each structure included in the Project which requires a foundation. The Foundation Design Report shall detail the analysis and design of each foundation element in accordance with NYSDOT and AASHTO specifications and standards. The Foundation Design Report shall be signed and stamped by the Lead Geotechnical Engineer, and as a minimum should include:
A. Description of the geology and subsurface conditions at the structure location;
B. A summary and interpretation of geotechnical engineering conditions based on the available subsurface information, including geotechnical design parameters;
C. Foundation design summary including design assumptions, design methods, design criteria, calculations, and design software output files;
D. Assessment of short-term and long-term performance of foundation elements including settlement, lateral deformation, and effects on adjacent structures;
E. Construction considerations including obstructions, dewatering, support of excavation, impact on existing structures and utilities, staging requirements, and summary of field testing needed to verify that project requirements are met.
Augercast piles and helical piles are not allowed for structure foundations.
9.3.5 Excavations and Embankments
The Design-Builder shall be responsible for assessing the stability and impacts of any new fill and cut slopes (permanent and temporary) required for the Project, and ensuring the short and long term stability of these slopes.
The Design-Builder shall assess the settlement induced by fill placements, including immediate settlement in granular soils, and both immediate and consolidation (time-dependent) settlement in cohesive soils.
Embankments for roadway foundations shall be designed so that post construction settlement within a 50-year timeframe is expected to remain within two inches of the design grade line at any point along the entire roadway surface, and differential settlement along the travel lane or shoulder surfaces shall not exceed one inch over a 100-foot length in the longitudinal direction and one-half inch along a 10 foot length in the transverse direction, or one-half inch along a 10 foot length within 10 feet of an approach slab or edge of structure. The effect of settlement on existing and proposed buried utilities shall be considered over a 100-year timeframe.
9.3.5.1 Geotechnical Design Report
The Design-Builder shall prepare a Geotechnical Design Report for areas where a proposed permanent raise in grade exceeds two feet, or where ground improvement is proposed to improve foundation soil conditions for embankment construction. Ground improvement is defined as the use of lightweight materials (expanded polystyrene, foamed lightweight concrete, expanded shale, etc.), excavation and replacement with granular soils, or ground improvement techniques
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as detailed in FHWA NHI-16-027 and NHI-16-028. The Geotechnical Design Report shall be signed and stamped by the Lead Geotechnical Engineer, and as a minimum should include:
A. Description of the geology and subsurface conditions at the site;
B. A summary and interpretation of geotechnical engineering conditions based on the available subsurface information;
C. Recommended geotechnical treatment(s) and geotechnical design parameters, including design assumptions, design methods, design criteria, calculations, and design software output files;
D. Assessment of short-term and long-term performance of embankment construction and/or proposed ground improvement including slope stability, effects of time-related settlement, and lateral deformation;
E. Construction considerations including dewatering, support of excavation, impact on existing structures and utilities, and staging requirements;
F. Proposed geotechnical instrumentation for monitoring project performance. Proposed instrumentation shall verify at project acceptance that measured performance is in line with predicted performance. Details for the proposed instrumentation shall be included in the Geotechnical Instrumentation and Construction Monitoring Plan.
9.3.6 Retaining Walls
The Design-Builder shall design and construct retaining walls, if required, in accordance with Section 10 of this Part 3 - Project Requirements. The Design-Builder shall provide retaining wall designs to address internal, external, and global (overall) stability and settlements (total and differential) of the walls in accordance with the AASHTO LRFD Bridge Design Specifications.
All retaining walls shall be evaluated and designed for seismic stability internally and externally (i.e. sliding and overturning). With regard to overall seismic slope stability (global stability) involving a retaining wall, with or without liquefaction, the Lead Geotechnical Engineer shall evaluate the impacts of failure due to seismic loading, if failure is predicted to occur.
Gabion and crib walls (stretcher and header type) and MSES walls shall not be used. MSES and stub abutments are not permitted.
9.3.7 Geotechnical Instrumentation and Construction Monitoring
The Design-Builder shall develop, implement, and maintain a Geotechnical Instrumentation and Construction Monitoring plan to monitor vibrations, accelerations, vertical settlement, and lateral movement of temporary support structures and adjacent ground, and existing structures and infrastructure during construction, including ancillary structures and infrastructure within the zone of influence of construction.
The Geotechnical Instrumentation and Construction Monitoring Plan shall also include, when necessary, details of design verification geotechnical instrumentation such as settlement monitoring for embankment construction, groundwater monitoring for dewatering operations, and monitoring of other geotechnical operations proposed by the Design-Builder.
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Wherever vibration-producing activities are located within 100 feet of a structure, building, or utility, the Design-Builder shall perform vibration monitoring in accordance with NYSDOT Special Specification 634.99020017 to address the potential impacts to nearby receptors due to construction or demolition activities associated with this Project. The term “receptor” includes buildings, utilities, newly constructed elements, and existing structures, for which construction impacts or work above recommended limits may be detrimental.
The Design-Builder shall provide weekly construction instrumentation monitoring reports to the Department. Monitoring reports shall be interpretive in nature, and shall enumerate any corrections applied to the data including, but not limited to any notification measures taken regarding data. The weekly reports shall include clear and explicit statements of readings exceeding any pre-determined threshold values. The Design-Builder shall maintain the instrumentation and monitor the measurements during and after construction up to Final Acceptance.
The Geotechnical Instrumentation and Construction Monitoring Plan shall be signed and stamped by the Lead Geotechnical Engineer, and as a minimum shall include:
A. Identification of receptors, including structures and/or utilities located within 100 feet of vibration-producing activities that require vibration monitoring;
B. The types and quantities of instruments to be used for monitoring, and the proposed location of the instruments;
C. Alert and Action level vibration limits for monitored structures and/or utilities, and notification protocol for instances where the limits are exceeded;
D. The frequency and duration of instrument readings; and
E. When necessary, geotechnical instrumentation for design verification including the types, quantities, locations, and frequency of readings for proposed instrumentation.
The Design-Builder shall install and take readings on vibration monitoring instruments at least two weeks prior to construction activities within the 100 foot zone of influence to establish baseline readings.
The geotechnical instrumentation shall be used to demonstrate at project acceptance that measured geotechnical performance is in line with predicted performance.
9.3.8 Temporary Works
The Design-Builder shall be responsible for the design and construction of all temporary works required for the Project.
9.4 CONSTRUCTION REQUIREMENTS
9.4.1 Dewatering and Groundwater Control
The Design-Builder shall be responsible for evaluating the potential need for dewatering and groundwater control, and for implementing such measures as appropriate, and shall evaluate the effects on existing facilities resulting from any dewatering and draw down.
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9.4.2 Structure Foundations
9.4.2.1 Deep Foundations
The Design-Builder shall provide integrity, verification, and proof testing of all deep foundations elements as stated below and in accordance with Department standards. The below requirements supplement, but do not supersede, Department standards.
Drilled Shafts Static axial compressive load tests must be performed on 1% of all drilled shafts, with a minimum of one per substructure. This testing must be completed on a non-production shaft at each substructure prior to production shaft installation. Alternatively, a bi- directional static load test may be performed on the first production drilled shaft installed at each substructure (1% requirement still applies).
Crosshole sonic logging must be performed on all drilled shafts. This testing may be supplemented by thermal integrity profiling.
The bottom of drilled shafts shall be inspected using a shaft inspection device (SID) if the shaft design relies on end bearing resistance.
All production drilled shafts must have a similar design and be constructed using similar methods, including concrete placement volumes and installation pressures, as the closest test shaft. All installation data and observations must be recorded on an installation log
Micropiles Static axial compressive load tests must be performed on 1% of all micropiles, with a minimum of one test per substructure. This testing must be completed on a non- production test pile at each substructure prior to production micropile installation. If the Design-Builder decides to alter the installation methods, or if changed subsurface conditions are encountered, additional load tests are required on non-production micropiles installed with the new methods/subsurface conditions.
Proof testing of production micropiles must be performed on a minimum of two piles per substructure. Tension testing is allowed if site conditions permit.
All production micropiles must have a similar design and be constructed using similar methods, including grout placement volumes and installation pressures, as the closest test pile. All installation data and observations must be recorded on an installation log.
Driven Piles Dynamic pile load tests, or equivalent verification testing, must be performed on a minimum of 2% of all driven piles, with a minimum of two tests per substructure. All driven piles must have a similar design and be driven to similar criteria as the closest load tested pile.
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As part of the As-Built Plans, the Design-Builder shall provide installation records for all deep foundations installed, in accordance with Department standards.
9.4.3 Excavations and Embankments
The Design-Builder shall progress all excavations in accordance with Department standards and specifications. Trench boxes are not allowed to support live traffic.
The Design Builder shall construct embankments in accordance with Department standards and specifications. For ground improvement methods not covered by Department standards and specifications, construction methods, quality control, and quality assurance shall be in accordance with: FHWA NHI-16-027 and NHI-16-028, Ground Improvement Methods Volumes 1 and 2, and FHWA GEC 8, Design and Construction of Continuous Flight Auger Piles.
9.4.3.1 Expanded Polystyrene
Verification testing must be performed on a minimum of one block per 10,000 cubic feet of expanded polystyrene to ensure specification compliance. Random blocks are to be selected from material delivered to the job site, and are to be sent to the NYSDOT Soil Mechanics Laboratory for testing.
9.4.4 Condition Surveys
9.4.4.1 Pre-Construction Condition Survey
The Design-Builder shall conduct a pre-construction inspection and survey of the existing condition of all structures and properties within 100 feet of vibration or settlement causing construction activities and generate photographic and video documentation of existing damage, leaks and cracks, in accordance with the requirements of NYSDOT Special Specification 634.99010017. The pre-construction condition survey shall form the basis against which all new cracks, existing progressive cracks, or damage will be measured.
The Design-Builder shall ensure that the pre-construction condition survey encompasses at a minimum all properties within areas that are identified by the Design-Builder to be potentially prone to: (i) ground vibration levels, expressed as resultant peak particle velocity, in excess of 2.0 inches per second; and (ii) predicted ground settlements of greater than ¼ inch.
The Design-Builder shall record the results of the pre-construction condition survey, which shall be signed and stamped by a Professional Engineer registered in the State of New York.
9.4.4.2 Post-Construction Condition Survey
The Design-Builder shall conduct a post-construction condition survey of the properties covered by the pre-construction conditions survey. The post-construction condition survey shall be performed by the Design-Builder within 20 calendar days of Project Completion, and it shall compare the post-construction conditions with the conditions recorded in the pre-construction condition survey. A summary of the damages observed, if any, shall be provided at the end of the report. The location and scope of the post-construction condition survey shall match those of
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the pre-construction condition survey. The complete documentation of the post-construction survey, describing the comparison with the preconstruction conditions and signed by a Professional Engineer registered in the State of New York, shall be submitted to the Department, both in hardcopy and electronic format.
9.5 DELIVERABLES
Deliverables shall be as stated elsewhere in the RFP documents.
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SECTION 10 STRUCTURES 10.1 SCOPE The Design-Builder shall be responsible for all work necessary to complete the design and construction of all permanent and temporary structures required to complete the Project, including, but not limited to, permanent bridges, retaining walls, barriers, sign structures, miscellaneous structures, and bikeway/walkway or shared use path on WB Union Turnpike and sidewalk on EB of union turnpike. There are six existing structures that will be replaced and five additional potential proposed structures to be constructed within the Project limits. The work consists of realigning and widening the mainline GCP to improve horizontal and vertical alignments, and reconstructing the connecting ramps between the GCP, UTP, JRP, Queens Blvd, and VWE to provide operational improvements.
The project will include demolition and replacement of six existing structures. The two BINs 1- 05575-A and 1-05575-0 make up the structure of SB VWE to WB JRP. These structures are:
- BIN 1-07603-9 Jackie Robinson Parkway over Grand Central Parkway Connectors - BIN 1-07522-0 EB Grand Central Parkway over WB Connector - BIN 1-06503-0 WB Union Turnpike over Grand Central Parkway - BIN 1-05575-A Ramp from SB Van Wyck Expressway to WB Jackie Robinson Parkway (Ramp KC) BIN 1-05575-0 Existing SB Van Wyck Expressway viaduct connecting to Ramp KC - BIN 1-07523-9 Jackie Robinson Parkway over EB Grand Central Parkway - BIN 1-07588-0 EB Union Turnpike over Grand Central Parkway
In addition, five new proposed structures will be constructed as part of the project. It is anticipated that these new bridges are:
- WB JRP over GCP Ramps & WB GCP Mainline - EB JRP Ramp to WB GCP & EB GCP Ramp to WB JRP over WB UTP to WB GCP and Mainline - WB GCP Ramp to WB UTP over the EB UTP Ramp to WB GCP - EB GCP Ramp to WB JRP over the GCP Connectors from NB VWE - Ramp to QB over GCP
The design and construction of all structural systems and components shall provide functionality, durability, ease of maintenance and inspection, and safety, with the requirements specified in this RFP. The Design-Builder shall be responsible for the review and approval of all shop drawings needed for the scope of work. The review and approval process shall be in conformance with the Design- Builder’s Quality Control Plan.
10.2 STANDARDS The Design-Builder shall perform structural design and construction activities in accordance with the Contract Requirements and the applicable Standards, Design Codes, and Manuals cited in
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Section 1.6, unless otherwise stipulated in this Project Requirement or otherwise applicable to the Project.
10.3 DESIGN REQUIREMENTS
The Design-Builder shall provide complete design for all new bridge structure(s), including but not limited to the following: primary and secondary structural elements, reinforced concrete deck, deck joints, sidewalk(s), curb(s), pier structure(s), pier foundation(s), abutment structures, abutment foundations, retaining structures, bridge railings, bearings and drainage systems.
The new structures shall be designed and constructed to have a minimum vertical clearance of 14’-6” above all crossed travel lanes and shoulders. The Design-Builder may propose various types of superstructure systems and/or foundations and substructures to replace the existing bridges
10.3.1 Components
A) Barriers, Parapets, Railings and Pedestrian Fencing: Temporary traffic barriers shall meet, as a minimum, the testing requirements of TL 3 and permanent traffic barriers shall meet, as a minimum, the testing requirements of TL 5.
Barriers, parapets, railings and/or fencing that will be designed and constructed to contain users and materials, shall be designed for bicycle traffic, detailed to prevent people from climbing, and provide for maximum safety and security.
Refer to Section 10.3.3 for aesthetic requirements related to bridge parapet walls, bridge railing, and fencing, if any.
B) Decks: Decks shall be full depth precast panel and/or cast in place. One deck type shall be used per bridge. Two-course decks with asphalt overlays as defined in the NYSDOT Bridge Manual are not permitted. Unfilled steel grating decks and orthotropic steel decks are not permitted. Bridge decks shall be made fully composite with the underlying primary member system. All decks shall be protectively sealed. Deck reinforcement shall be determined using the latest Bridge Manual.
Top surfaces of all newly placed decks, including approach slabs and sidewalks, shall be inspected by the Design-Builder’s Construction Quality Control Engineer after completion of curing and prior to diamond grinding and sawcut grooving. A report shall be generated and submitted to the Department’s CQAE identifying all cracks wider than 0.02 inches. Cracks wider than 0.02 inches shall be epoxy injected as per NYSDOT Standard Specification Item 555.80020001, Crack Repair by Epoxy Injection (Restoration). This work shall be completed prior to grinding and grooving. Penetrating sealer shall then be applied in accordance with the NYSDOT Bridge Manual.
C) Deck Joints: The number of deck joints shall be minimized to the extent practical to minimize future maintenance. Where the range of movement of a deck joint is 2-½ inches or less, Armorless Bridge Joint Systems per the NYSDOT Bridge Manual and the NYSDOT BD Sheets shall be used unless the nature of the movement (i.e. significant transverse movement) precludes their use. Jointless decks shall be designed in accordance with the NYSDOT Bridge Manual.
All joint headers shall be constructed using stainless steel reinforcement.
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All closure pours shall be UHPC in conformance with NYSDOT Special Specifications Item 557.64010103. Closure pours shall not be placed adjacent to cast in place deck pours for a minimum of 72 hrs. D) Superstructure: The superstructure may be constructed of concrete or structural steel and shall be designed in according with the NYSDOT Bridge Manual. If structural steel is used, it shall be metallized or galvanized. In addition, all exterior surfaces and entire bottom flange of the steel fascia girders including any stiffeners shall be painted. If prestressed concrete girders are used, a protective coating shall be applied to all exterior surfaces and entire bottom flange of the concrete fascia girders. Refer to Section 10.3.3 for additional aesthetics requirements.
Timber superstructure systems or decks are not permitted. Composite beams, such as fiber reinforced polymer beams, are not permitted.
Refer to Section 10.3.3 for color requirements related to painted steel superstructure elements, if any.
E) For precast decks: (1) lifting hardware shall not be permitted on the top of the slab (2) shall be per NYSDOT Special Specifications ITEM 557.64010103 and the “Precast Deck Panel Connection Details” per the Directive Plans (3) wearing surface shall be diamond ground and (4) Integral Precast Concrete Barrier per NYSDOT Special Specification ITEM 557.11010003 is optional (5) field cast joints shall be sealed with High Molecular Weight Methacrylate (HMWM) as per NYSDOT special specification 557.25000016 and/or 557.26000016. Prefabricated superstructure components: If prefabricated superstructure components (NEXT Beams, Deck Bulb Tee, etc.) with integral non-replaceable deck are used, stainless steel reinforcement, excluding prestressing steel, shall be used in the prefabricated superstructure component (s) and the associated field cast joints. Field cast joints between prefabricated components shall be made with Ultra High Performance Concrete (UHPC) or Internal Curing High Performance Concrete. In addition, the field cast joints shall be sealed with High Molecular Weight Methacrylate (HMWM) as per items in 10.3.1.E (5).
The proposed special specifications for UHPC joints shall be NYSDOT special specification 557.21020016 and in compliance with guidance given in FHWA publications No. FHWA-HRT-14-084, Design and Construction of Field Cast UHPC connections. This publication can be found at the following link:
http://www.Fhwa.dot.gov/publications/research/infrastructure/Structures/14084/14084.pd f
F) Bearings: Design and location of bearings shall provide for easy maintenance and accessibility and future bearing replacement. Bearing replacement shall be easily accomplished via jacking points off the top of the substructure with no additional strengthening of members required. Jacking points with sufficient capacity (full dead load and live load) to allow the superstructure to be lifted for future bearing replacement under
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live load shall be provided. The plans shall include the location of the jacking points and the jacking loads.
G) Substructures:
SB Van Wyck Expressway Ramp to WB Jackie Robinson Parkway (Ramp KC) (BIN #1- 05575-A/#1-05575-0) North Abutment: The Design-Builder shall retain and incorporate the existing North Abutment into their design. The portions of the existing North Abutment substructure elements to be modified or replaced shall be designed as per the NYSDOT LRFD Bridge Design Specifications. It is anticipated that the Design-Builder will perform modifications to the existing North Abutment, including but not limited to the following, as required:
• Modify the existing abutment backwall and pedestals
• Modify the top portion of the existing stem wall and bridge seat
• Modify the existing vertical concrete parapet
• Construct a new approach slab adjacent to the existing approach slab
All new substructures shall be designed in accordance with the NYSDOT Bridge Manual.
Abutments: The tops of all bridge seats, all bearing pedestal surfaces, and the backwall tops and face below expansion joints shall be coated with penetrating type protective sealers. Stainless Steel reinforcement shall be utilized at all exposed surfaces of bridge seats, all bearing pedestals, and backwalls below expansion joints. Reinforcing bars that extend from the abutment stem into the backwall at expansion joints shall not be plain steel.
The tops of all bridge seats shall be pigeon proofed using type 316 stainless steel bird spikes or type 316 stainless steel screens.
Pier Caps (if necessary): The tops of all piers and bearing pedestal surfaces below expansion joints shall be coated with penetrating type protective sealers. Stainless Steel reinforcement shall be utilized at all exposed surfaces of pedestals and pier caps below expansion joints. Reinforcing bars in the pier cap below expansion joints shall not be plain steel.
H) Earth Retaining Structures: The Design-Builder shall determine the location(s) and types of earth retaining structures. Wall type selection and design by the Design-Builder shall meet all applicable Project Requirements. All walls including abutments shall have the same architectural facing treatment. Gabion and crib walls, MSES walls, and stub abutments are not permitted.
I) Foundations: The Design-Builder shall calculate settlements for the different geotechnical conditions along the bridge. Settlements likely to occur during construction shall be calculated separately from long term settlements.
For any continuous structure, one type of foundation must be utilized for the entire structure.
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J) Mass Concrete: Mass Concrete Placements shall be as defined in the NYSDOT Bridge Manual. If the placement meets this definition, the placement shall be made in accordance with requirements listed in the NYSDOT Bridge Manual.
All reinforcement located in the mass placement(s), except for footings, shall be epoxy coated reinforcement unless as otherwise noted or specified in other sections of the RFP. The combination of reinforcement and concrete mixture permeability shall meet any defined service life requirements of the RFP.
K) Drainage: Drainage requirements are outlined in Section 17 of these Project Requirements.
L) BIN Plate Sign: The Design-Builder shall furnish and install a new BIN plate meeting the requirements set forth in this section. The material requirements for the BIN plate are: Panel with reflective background: The aluminum panel shall conform to the requirements of the NYSDOT Standard Specifications. The background material shall be green reflective sheeting conforming to the requirements of the NYSDOT Standard Specifications for Class A Sheeting. The size of the panels shall be 1/8 inch thick by 3 inches by 12 inches. A thin rubber or plastic gasket or sheeting matching the plate size shall be placed behind the plate prior to installation.
Numbers: The numbers shall be reflective sheeting conforming to the requirements of the NYSDOT Standard Specifications for Class A Sheeting, except that the adhesive shall be pressure-sensitive such that the numbers can be applied to the background in the field. The numbers shall be 2 inches high and silver-white in color conforming to FHWA series C dimensions.
Prior to placing the numbers on the panel, the reflective background shall be clean and free of dirt and oil which may adversely affect proper adhesion. The numbers shall be placed on the reflective background, perpendicular to the longitudinal axis of the panel and vertically centered. The reflective background and numbers shall be coated and/or edge sealed in accordance with the recommendations of the sheeting manufacturer.
The BIN plate shall be attached to the beginning abutment, right side of the bridge using expansion anchors. The plate shall be placed high on the abutment, near the fascia of the bridge so that it cannot be painted over via a spray paint can or easily removed or damaged.
10.3.2 Seismic Analysis
The Design-Builder shall perform seismic analyses of all bridge components in order to establish the seismic design and bridge performance criteria, determine the site response, and perform analytical modeling and seismic evaluation of bridge performance. The analyses shall incorporate interaction effects between adjacent structural components, including impact on each other during a seismic event. Analysis of all proposed bridges and existing sections of Ramp KC to be retained shall be based on the standards listed in Section 10.3 and the following requirements:
A. Seismic analysis and design of the bridges shall be in accordance with the NYSDOT LRFD Blue Page provisions for Downstate bridges. B. The bridges are categorized as Essential Structures.
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C. The bridges shall be analyzed for single earthquake hazard design level event having a 5% probability of being exceeded in 75 years (1500 year return period). D. A seismic design report including analysis and design for all bridge structures shall be submitted for review and approval prior to granting of RFC.
10.3.3 Aesthetics
Aesthetic treatments for the bridge and all retaining walls shall be designed to complement each other and the surrounding context of the highway corridor. Textures, patterns, and concrete colors shall be used to accomplish this goal. Anti-graffiti protective coating conforming to the requirements of Special Specification 559.91100010 shall be used on all architecturally treated concrete surfaces. The Design-Builder shall provide plans showing all aesthetic enhancements to be incorporated into the design, including but not limited to textures, patterns, and/or colors, to the Department for review and comment. At a minimum, aesthetic treatments shall include the following:
A) All retaining walls and abutment wingwalls shall receive custom formliner architectural treatment in accordance with the details shown on the Directive Plans included in Part 6 - RFP Plans.
B) Decorative protective fencing shall be installed on the bridge parapet and retaining walls (as needed) in accordance with the details shown on the Directive Plans included in Part 6 - RFP Plans.
C) If structural steel is used, all exposed surfaces and entire bottom flange (both exposed and unexposed surfaces) of the fascia girders including any stiffeners or connection plates shall be painted with the FED US 15450 color. If prestressed concrete girders are used, a protective coating shall be applied to all exposed surfaces and entire bottom flange (both exposed and unexposed surfaces) of the concrete fascia girders. The protective coating shall match the FED US 15450 color. The Design-Builder shall construct a 10’x10’ concrete test panel on site for review and approval by the Department’s Project Manager prior to the application of the coating.
10.4 DEMOLITION REQUIREMENTS
10.4.1 Scope
The Design-Builder shall demolish and remove the existing bridge superstructure, piers, abutments, foundations, retaining walls, and pavement within the Project Limits in a safe and environmentally acceptable manner. Existing substructure, if left in place, shall be removed to a minimum of 2.0 ft below top of proposed grade. At locations where proposed pavement passes over existing substructure, the existing substructure, if left in place, shall be removed to a minimum 3.0 ft below top of proposed pavement.
The following existing bridges are to be demolished and removed: - BIN 1-06503-0 WB Union Turnpike over Grand Central Parkway, and reconstruction of related roadway on grade - BIN 1-07522-0 EB Grand Central Parkway over WB Connector - BIN 1-07603-9 Jackie Robinson Parkway over Grand Central Parkway Connectors - BIN 1-07523-9 Jackie Robinson Parkway over EB Grand Central Parkway
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- BIN 1-07588-0 EB Union Turnpike over Grand Central Parkway, and reconstruction of related roadway on grade - BIN 1-05575-A/1-05575-0 Ramp from SB Van Wyck Expressway to WB Jackie Robinson Parkway (existing north abutment to be retained)
The demolition of the existing Bridges shall include all existing superstructure elements and all substructure elements, except as noted elsewhere in this RFP. Demolition of the existing Bridges shall be performed as per NYSDOT Standards and BD Sheets and/or in accordance with environmental permitting. Where new foundations are placed at the locations of existing foundations the existing foundations shall be removed to the extent needed to construct the new foundations.
The Design-Builder shall test for the presence of Asbestos Containing Materials and Hazardous Materials in all structures to be disturbed to ensure that safe handling, removal and disposal is done in accordance with all applicable laws and standards.
The abatement of all Asbestos Containing Materials and Hazardous Materials shall be completed to the greatest extent possible prior to any demolition taking place unless a legal variation from related laws, rules and regulations can be obtained. If the Asbestos Containing Material or Hazardous Material has been identified through the Hazardous or Asbestos Screening document and/or the record plans, the Design-Builder is responsible for all costs. Should Hazardous Material or Asbestos Containing Material be found and information related to its presence not previously available to the Design-Builder, all costs associated with abatement, containment, removal, and disposal shall be covered under the Fixed Force Account item.
The Design-Builder shall perform all Work with care so that any materials that are to remain in place, or that are to remain the property of the Department shall not be damaged. If the Design- Builder damages any materials that are to remain in place or which are to become or to remain the property of the Department, the damaged materials shall be repaired or replaced in a manner satisfactory to the Department at no cost to the Department.
The Design-Builder shall ensure that no aspects of the Works have a detrimental effect on public safety or the environment.
The Design-Builder shall assume responsibility for safety and maintenance of all existing structures within the Project Limits, identified for removal in accordance with DB §105-12.
Utility connections shall be discontinued and capped in accordance with the requirements of the utilities companies or the Department prior to demolition works.
10.4.2 Standards
The Design-Builder shall perform the demolition activities in accordance with the Contract Requirements and the applicable Standards, Codes and Manuals listed in Section 1.6 unless otherwise stipulated in this RFP, or otherwise applicable to the Project.
10.5 CONSTRUCTION REQUIREMENTS The Design-Builder shall develop erection procedures for the bridges that include complete detailed erection sequence drawings; erection stresses in permanent and temporary members;
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bent and falsework reactions determined for each construction stage, meeting all WZTC requirements as described in Section 15.
10.5.1 Construction Vehicles on Bridge
The Design-Builder is prohibited from running equipment that does not operate on rubber tires (milling machines, rollers, etc) across bridge decks unless proper precautions (mats, etc) are provided to prevent damage to the deck. The methods used to move equipment across bridge decks shall be subject to approval by the Construction Inspection Professional Engineering Firm with comments from the CQAE.
10.6 LOAD RATING REQUIREMENTS Prior to Release-for-Construction of any Bridge design, the Design-Builder shall submit draft Load Rating Summaries of all ratable elements of the Bridges to the Design Quality Assurance Engineer for review. The draft Load Rating Summary shall be accompanied by backup calculations (Level 1) and one (1) electronic copy of the input files.
Prior to any bridge in this Project being opened to traffic, including temporary bridges, the Design- Builder shall provide to the Department, the load rating computations, including AASHTOWare Bridge Rating, BrR (formerly known as Virtis) load rating files, as per NYSDOT standards and manuals for review and acceptance by the Design Quality Assurance Engineer.
Load rating computation submission(s) in any format other than BrR shall be pre-approved by the Department. The final stamped and signed load rating package shall be submitted to the Design Quality Assurance Engineer no later than 30 calendar days prior to the scheduled opening to traffic of the structure. The submitted package shall have both LRFR and LFR ratings and backup.
10.7 DELIVERABLES
Deliverables shall be as stated elsewhere in the RFP documents.
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SECTION 11 LANDSCAPE ARCHITECTURE 11.1 SCOPE The Design-Builder shall perform the landscape architectural activities as described in this Section 11. The Work includes vegetation (tree) removals, vegetation (tree) protection and monitoring, soil remediation, and the development and implementation of a Landscape Development Plan (LDP). The Design-Builder shall be responsible for care of planting in accordance with NYSDOT Standard Specification §611-3.05 Care of Planting, and shall remain responsible for the maintenance and monitoring of all areas landscaped and planted by the Design-Builder until Final Acceptance. Post planting care and replacement plantings shall be as per the requirements of Special Specification 611.19010024 through 611.19070024, Post Planting Care with Replacement (Major Deciduous Trees, Minor Deciduous Trees, Coniferous Trees, Deciduous Shrubs, Evergreen Shrubs, Vines, Groundcovers, and Herbaceous Plants) for a period of one year.
The Design-Builder shall substantially complete major landscape work by the end of October 2021.
11.2 STANDARDS The Design-Builder shall perform site work in accordance with the Contract Requirements and the applicable Standards, Design Codes and Manuals cited in Section 1.6, unless otherwise stipulated in this Project Requirement or otherwise applicable to the Project.
11.3 GENERAL LANDSCAPE DEVELOPMENT
11.3.1 Existing Vegetation
Existing vegetation and tree removal and disturbance should be minimized to the cut/fill limits and any removals, whether within the cut/fill limits or beyond those areas.
The Department has performed a site tree inventory and it is available in the Reference Documents (Existing Tree Inventory).
The Preliminary Plant List and the Concept Development Plan are shown in Part 6 – Indicative Plans.
The Design Builder shall prepare a Tree Disposition Plan showing the existing tree inventory, proposed grading and limit of disturbance, including the Contract 2B project area, thereby documenting and identifying trees to be removed and those to be protected. The Design-Builder shall submit the Tree Disposition Plans to the Department’s CQAE for review and comment.
11.3.2 On-site Protection Zones and Monitoring
The Design-Builder shall hire a certified arborist whose duties and responsibilities are described in Part 6 – RFP Plans.
Removal of existing trees and vegetation during construction shall be per the approved / agreed upon Tree Disposition Plan. The Design-Builder shall obtain approval in writing from the
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Department CQAE prior to the removal of any tree beyond the agreed upon limits, and the removed tree(s) shall be replaced in kind with native species appropriate for USDA NY Plant Hardiness Planting Zone 7a, as described in Section 11.3.3, and 3.4, below. The removal of any major deciduous trees over 6 inches in diameter at breast height shall be documented and the species noted in the Tree Disposition Plan prepared by the Design-Builder.
The Design-Builder shall comply with protection and restoration practices per (Standard) NYSDOT Region 11 Landscape Protection and Restoration Notes and Supplemental Landscape Specifications – November 8, 2011 Version. (Drawing Nos. LAN-01 and LAN-02, and Landscape Protection and Details (Drawings LAD-01 through LAD-03), which are located in Part 6 – Directive Plans. Vegetation outside the limits of disturbance shall be protected with temporary plastic barrier fence along the limit of disturbance line.
Disturbed areas shall receive topsoil and turf establishment. The type of topsoil and turf establishment, either roadside or lawn, will vary based on location.
11.3.3 Tree Replacement Factors Outside the Limit of Disturbance
A) Every live, deciduous tree greater than six inches diameter at breast height (“DBH”) which is removed must be replaced with a total quantity of deciduous trees a minimum of 2 inch caliper (size measured 6 inches above the base of the tree) equal to the total DBH size of the tree removed. For example, a 10 inch DBH tree removed could be replaced with (5) two inch caliper trees or (2) three inch and (1) four inch caliper trees; however the replacement quantity will go down if larger caliper trees are used for replacement.
B) Every live, coniferous tree removed must be replaced with a total quantity of coniferous trees equal to the height and width of the tree removed. For example, a 20 ft high x 10 ft wide coniferous tree could be replaced by two (2) 10 ft high x 5 ft wide coniferous trees.
C) Each replacement tree should be the same genus and species of the tree removed, unless the tree being removed was identified by the Design-Builder as an invasive plant species.
D) The minimum replacement sizes shall be as follows: 2-inch caliper for major deciduous trees, 1.5-inch caliper for minor deciduous trees, 6-foot height for coniferous trees, 3-foot height for deciduous shrubs, and 2-foot height for evergreen shrubs.
11.3.4 Replacement Locations Outside the Limits of Disturbance
Replacement planting may be located in the available right-of-way near the original locations of the trees that were removed.
11.3.5 Soil Remediation
All disturbed soils in areas of proposed planting and turf establishment shall be remediated in accordance with site conditions (soil compaction, degraded soils, soils in cut or fill to new grade, or requiring only minimal amendment), as identified on NYSDOT Standard Drawing No. LAD-03, Landscape Protection and Restoration Details.
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11.3.6 Landscape Development Plan
The Design-Builder shall complete all landscaping required for the Project, including the preparation and implementation of a Landscape Development Plan (LDP) in coordination with Section 3, Environmental, and Section 17, Drainage and Stormwater, and in accordance with the guidelines provided below (see also Concept LDP, attached). In addition to pleasant aesthetics, the design shall provide ease of maintenance, maintenance access, and safety. The LDP shall be submitted to the Department’s CQAE for review and comment.
For the purpose of this section, “plantable area” shall mean all unpaved areas within NYSDOT right-of-way [and outside of the clear zone].
LANDSCAPE DEVELOPMENT PLAN GUIDELINES
Runoff Reduction (RR) and Stormwater Management Practices (SMPs)
The Runoff Reduction Techniques and Stormwater Management Practices shall be designed in accordance with NYS Stormwater Design Manual (January, 2015), and New York State Standards and Specifications for Erosion and Sediment Control (November 2016)
Slope Stabilization:
Jute net or other appropriate rolled erosion control products shall be used on all planted slopes of 1:3 or greater. Stone tree walls or tree wells may be used for tree preservation or tree installation on steep slopes.
Areas which would otherwise require continuous uniform slopes equal to or exceeding a one foot rise over a three foot run may be designed to utilize stone tree walls to create terraced slopes for stabilized planting with the condition that they are designed or located in such a way that the stone walls are not visible to the public.
Reforestation
Reforested Slopes - Except for areas designed for use as permanent stormwater management practices, areas indicated on the conceptual LDP for reforestation planting shall be vegetated with a canopy mix of 70% major deciduous trees, 15% coniferous trees, and 15% minor deciduous trees, and an understory mix of 20% sapling tree and 80% shrub mass (see attached Plant List for species, sizes and spacing). Canopy and understory planting shall be installed in staggered rows, and no single species shrub mass shall have fewer than seven (7) plants.
Visual Buffers - The upper slopes of reforestation planting adjoining residential areas shall function as visual buffers with a canopy mix consisting of 70% coniferous trees, 15 % major deciduous trees and 15% minor deciduous trees, with an understory sapling tree and shrub mix same as above.
All areas shall be seeded turf (see below) and “no-mow” markers shall be installed along perimeters adjoining clear zone.
Kew Gardens Interchange 55 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
Shared Use Path
o Adjoining Planting Strips – “flat” or “gentle slope” areas planted with deciduous – major and deciduous – minor trees in “open canopy layout” with low shrub mass, groundcovers/vines (quantity and spacing TBD, plant list to be provided)
o Adjoining (Interior) Slopes - planted with deciduous – major and deciduous – minor trees in “open canopy layout” (TBD) with moderate and low shrub mass, groundcovers/vines.
Open Canopy
Except for areas designed for use as permanent stormwater management practices, the remaining landscape areas shall have an open character as indicated on the Conceptual LDP consisting of a canopy mix of 70% major deciduous trees, 20% minor deciduous trees, and 10% coniferous trees, with an understory treatment as further defined below (see attached Plant List for species, sizes and spacing).
Canopy trees shall be spaced irregularly and understory planting shall be designed in large swath shrub masses installed in staggered rows.
o Shared Use Path
o Regular Curb and Raised Median Planters – Where possible, 18” high precast concrete curbed planters shall be used to separate roadway and pedestrian traffic.
o Median Planting - Open Canopy Tree Mix and Low Shrubs planted in informal drifts (see attached Plant List for species, size and spacing)
o Adjoining Slopes - Open Canopy Trees with Moderate Shrub masses planted in informal drifts and groundcovers/vines (see attached Plant List for species, size and spacing)
o Central Interior – Open Canopy Trees with Moderate Shrubs in large single or adjoining informal drifts; provide 10’ wide turf strips along perimeter and for access between planting (see Plant List for species, size and spacing)
Open Underpass Areas
o Minimum 30’ height clearance – where viable growing conditions exist (exposure to sun and precipitation), connect open canopy areas with Moderate Shrub masses, planted in informal drifts and groundcovers/vines (see attached Plant List for species, size and spacing)
o 10’-30’ height clearance – establish turf where viable growing conditions exist (exposure to sun and precipitation); otherwise pave minimally with unit block pavers
o Less than 10’ height clearance - pave with unit block pavers
Kew Gardens Interchange 56 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
Turf Areas
o All unpaved areas within the clear zones having a minimum width of 10’ shall be turf areas. Areas having a width of less than 10’ shall be paved (with unit block pavers).
o All turf shall be item 610.16010139 Establishing Turf with Endophyte
11.3.7 Additional Planting Requirements
The Design-Builder shall not specify the use of invasive plant species for any of the proposed planting as required by the New York State 2012 Invasive Species Prevention Act, or a monoculture of plant species, to reduce the potential for disease or invasive insect species to eradicate the proposed planting.
Planting shall be located in a manner that does not interfere with the safe use of travel ways.
Planting should be designed in a manner that provides a mix of plant material species to create seasonal interest for the traveling public.
Plantings shall be designed to avoid the need for long term special treatments or other expert care such as hand weeding, timed mowing/trimming, or fertilizers.
Post planting care and replacement plantings shall be as per the requirements of Special Specification 611.190X0024, Post Planting Care with Replacement.
Kew Gardens Interchange 57 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
SECTION 12 SIGNAGE, PAVEMENT MARKING AND SIGNALS 12.1 SCOPE The Design-Builder shall provide all temporary and permanent fixed signing, permanent pavement markings and signal work required for the Project.
This project affects the following signals:
A) The traffic signal at southwest corner of 141st Street and westbound union turnpike. B) The traffic signal at the south end intersection of Vleigh Place and westbound union turnpike. C) Pedestrian signal at the southwest corner of eastbound union turnpike and Service Roadway from Grand Central Parkway.
The following overhead sign structures within the project limits (including sign, truss, hardware, posts, panels and foundations) shall be removed and replaced:
WB GCP: Sta. GW 416+25 (Cantilevered OSS) Sta. GW 409+10 (Full span OSS) Sta. GW 404+70 (Full span OSS) Sta. GW 389+38 (Cantilevered OSS)
EB GCP Sta. GE 387+35 (Cantilevered OSS) Sta. GE 392+25 (Cantilevered OSS)
EB JRP to WB GCP Ramp Sta. C 417+00 (Cantilevered OSS)
EB GCP To SB VWE Connector Ramp Sta. GS 390+60 (Cantilevered OSS) Sta. GS 395+60 (Cantilevered OSS)
EB JRP to NB VWE Ramp Sta. JV 7+00 (Full span OSS)
EB Union Turnpike Sta. B 2+00 (Full span OSS)
WB Union Turnpike Sta. UW 9+10 (Full span OSS) Sta. UW 15+80 (Full span OSS) Sta. UW 19+23 (Full span OSS)
EB Jackie Robinson Parkway Sta. A 32+80 (Full span OSS) Sta. A49+75 (Full span OSS)
Kew Gardens Interchange 58 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
The Design-Builder shall be responsible for identifying, designing, detailing, fabricating, delivering and installing all signing (including reference markers) and pavement marking materials and shall install all components necessary for a complete and functional system which, in addition to meeting the design and construction criteria specified above, meets the following requirements:
A) Provides for the orderly and predictable movement of all traffic;
B) Provides such regulation, guidance, warnings and advisories as are needed to ensure safe and informed operation;
C) Is fully and seamlessly integrated into the existing signing elements beyond the Project limits; and
D) Is integrated into the existing intelligent transportation system (ITS) components, if applicable.
The Design-Builder shall be responsible for the review and approval of all shop drawings needed for the scope of work. The review and approval process shall be in conformance with the Design- Builder’s Quality Control Plan.
12.2 STANDARDS The Design-Builder shall perform the signage, pavement marking and signals activities in accordance with Contract Requirements and the applicable Standards, Design Codes and Manuals cited in Section 1.6, unless otherwise stipulated in this Project Requirement or otherwise applicable to the Project.
12.3 REQUIREMENTS
12.3.1 Design Requirements
The Design-Builder shall develop a signing and pavement marking plan and a traffic signal plan for the Project that shall:
A) Provide for all components as called for in this Section 12;
B) Provide for the replacement of all existing ground mounted warning and regulatory signs, overhead mounted signs, sign structures and foundations within the Project limits;
C) Locate signs in accordance with the National MUTCD, NYS supplement to the National MUTCD;
D) Structure mounted OSS shall be supported and mounted on pier cap beam;
E) Provide signs with high reflectivity with Type IX sheeting such as to not warrant sign lighting;
F) Provide replacement of all existing ground mounted regulatory and warning signs, overhead mounted signs, sign structures located beyond the project roadway reconstruction limits that are not consistent with the proposed roadway alignment improvements.
Kew Gardens Interchange 59 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
G) Provide proposed temporary and permanent traffic signalization and intersection design on local streets; and
H) Provide permanent and temporary ITS devices, including variable message sign locations, lane use signals and cameras, as called for by Project Requirement 15 – Intelligent Transportation System.
Plans, Details and Specifications for all Temporary and Permanent signs, pavement markings and signals shall be submitted to the CQAE for review.
Temporary signs, pavement markings and signals shall be provided for all stages of construction as required until permanent signs, pavement markings and signals are installed.
12.3.2 Construction Requirements
12.3.2.1 Signs
The Design-Builder shall not reuse any existing NYSDOT sign materials as part of the permanent signing installation and shall be responsible for the disposal of all signing materials and structures that are removed from the Project. Standard signs owned by NYCDOT or other municipalities other than NYSDOT, and non-standard signs owned by private entities but placed within NYSDOT right-of-way, with the acceptance of the Department, shall be removed, stored and reinstalled as required. If these signs and associated components are damaged during the removal and storage operation, they must be replaced with new signs and supports. The Design-Builder shall be responsible for the provision of all signs, posts, frames and other structural components required for the installation and support of the sign panels. The Design-Builder shall prepare and submit the proposed signage, striping layout and signage design data sheets for required sign panels details to the NYSDOT for their review and approval prior to fabrication and installation of any sign structures and associated sign panels. Structure mounted OSS shall be supported and mounted on pier cap beam unless otherwise approved by the Department.
12.3.2.2 Pavement Markings
All pavement markings shall be Epoxy and be uniform in type, color, dimensions, location, and reflectivity. Pavement markings shall be 20 mil thickness and shall be furnished and installed in conformance with the Standard Specifications..
12.3.2.3 Traffic Signals
There are signalized intersections within the limits of the Project that include traffic signals as well as pedestrian crossing signals, locations of which are listed below:
A) The traffic signal at southwest corner of 141st Street and westbound union turnpike. B) The traffic signal at the south end intersection of Vleigh Place and westbound union turnpike. C) Pedestrian signal at the southwest corner of eastbound union turnpike and Service Roadway from Grand Central Parkway.
Kew Gardens Interchange 60 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
The Design-Builder’s design for the traffic signal work must meet the standards of Traffic Signal Design, NYCDOT. All traffic signal work shall be performed by a licensed, bonded and insured electrical contractor in compliance with the NYCDOT specifications and paid for by NYSDOT. All field personnel shall be trained and approved in a work zone safety certificate program equal to or greater than the program outlined by the International Municipal Signal Association (IMSA).
The Design-Builder shall replace the existing traffic and pedestrian crossing signals with the latest current standard of traffic signal pole and cable supports, and also the latest standard for the push button control systems with count-down timers at the pedestrian safety walks.
At each intersection, the Design-Builder shall design and install new traffic signal infrastructure. The traffic signal infrastructure shall include installation of a new cabinet and controller, span poles and foundations, signal heads including backplates with retro-reflective tape in all directions, pedestrian signal poles, pedestrian signals and push buttons, cable and conduits, interconnect cable to adjacent signalized intersections, and loop detectors. Appropriate infrastructure (pullboxes, conduit, etc) shall be installed to accommodate the possible future upgrades. The work shall include all equipment, hardware mountings, cabling, software modifications and labor necessary to install and integrate a fully operational signalized intersection.
New LED Pedestrian signal and Countdown Timer displays along with ADA compliant latching pushbuttons shall be installed at the intersection. Unless otherwise directed by the Department, the Design-Builder shall maintain the existing signal phasing for the new system.
The Design-Builder shall be responsible for the existing traffic signal equipment including underground conduit and cable and the safety of traffic for the duration of this project. All signals must remain operational during construction.
All local street traffic signalization shall be developed as per the NYCDOT standards for traffic signal and intersection design.
Traffic rules can be downloaded from NYCDOT website at http://www.nyc.gov/html/dot/downloads/pdf/trafrule.pdf.
Traffic signal specifications are available at http://www.nyc.gov/html/dot/downloads/pdf/nycdot- traffic-signal-specifications.pdf Standard drawings are available at http://www.nyc.gov/html/dot/downloads/pdf/nycdot-traffic- signal-standard-drawings.pdf.
The Design Builder shall coordinate with NYC agencies and prepare traffic signal plans for submission to the NYCDOT in the appropriate format per the NYCDOT policies. Upon approval (by the NYCDOT) of traffic signal and intersection design, the Design-Builder shall incorporate and provide Traffic signal and intersection design drawings per the NYSDOT policies and most current CADD Standards.
Preliminary NYCDOT traffic signal plans have been provided in Part 7 – Engineering Data of the RFP. The Design-Builder shall coordinate all work with Albert Kong, supervisor of Queens Electrical Inspection. Mr. Kong must be contacted at least 48 hours prior to any traffic signal or street lighting work at 212-839-3302. In addition, the Design-Builder or his duly authorized representative shall email the following NYCDOT traffic signal personnel before 7am on the days of the work:
Kew Gardens Interchange 61 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
[email protected] [email protected] [email protected]
12.3.2.4 Loop Detectors
Section not used.
12.3.3 Conduit/Cabling Requirements
The following cables shall be utilized during the installation of new signal heads, pedestrian/countdown timers, interconnect and pushbutton signs:
A) Pedestrian/Countdown Timer and pushbutton sign: furnish and install 5C#14 awg cable for each set display;
B) One way signal heads: furnish and install a minimum of 5C#14 awg cable;
C) Two way signal heads: furnish and install a minimum of 10C#14 awg cable;
D) Three way signal heads: furnish and install a minimum of 15C#14 awg cable.
The Design-Builder shall furnish and install fiber optic cable for any underground interconnect installation. A drop cable meeting the requirements of the Department’s Special Specification 683.07250010 shall be connected to the cabinet. The interconnect shall be coordinated with ITS plans.
The Design-Builder shall furnish and install the following conduit as a minimum:
A) Detection loop conduits shall be 1” Flex between the first junction box and loop.
B) Conduits under roadway shall be 3” RGS.
C) Conduits between Span or Mast Arm poles and nearest junction box shall include a 1” RGS and 4” RGS.
D) Conduits between Pedestrian poles and nearest junction box shall use a 2” RGS.
E) All other underground conduit installations shall be 2” RGS.
12.3.4 Signal Heads/ Signal Poles
All signal faces to be installed as part of this Project shall be 12” LED. Mainline approaches require one through head for every through lane for multilane approaches.
All pedestrian signals shall be 16” LED and shall consist of combination “Walking Man”/”Hand” symbols with countdown timers. Pedestrian signal installations shall also include audible signals, countdown timers and ADA compliant pedestrian pushbuttons for all marked, signalized crosswalks.
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12.3.5 Cabinet/Disconnect Switch
The Design-Builder shall install one state supplied microcomputer cabinet at each of the signalized intersections. The Design-Builder shall also install a disconnect generator transfer switch on the span pole to which the cabinet has been mounted, at a minimum of 8’ above ground level. The cabinet and disconnect switch shall meet the requirements of Special Specifications 680.80324515 and 680.94997008, respectively.
12.3.6 Pullbox
Where a fiber optic interconnect exists, a 30” square fiber optic pullbox shall be installed adjacent to the cabinet. All other pullboxes required shall be standard 26”x18” pullboxes. Pullboxes may be either reinforced concrete or reinforced concrete/bituminous fiber.
12.3.7 Power Supply
Power shall be supplied to the microcomputer cabinet from the nearest available utility pole. The power supply cable shall be a 2 conductor, 6awg cable conforming to the requirements of Special Specification 680.95020615.
12.4 DELIVERABLES Section not used.
Kew Gardens Interchange 63 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
SECTION 13 LIGHTING 13.1 SCOPE The Design-Builder shall conduct all Work necessary to provide all required lighting and lighting components required for the Project. This includes design, fabrication and construction of all related permanent and temporary roadway lighting of the bridge s (on and under) and roadway within the Project Limits.
The Design-Builder shall be responsible for, and submit for review and approval all shop drawings needed for the scope of work. The review and approval process shall be in conformance with the Design-Builder’s Quality Control Plan.
13.2 STANDARDS
The Design-Builder shall perform the lighting activities in accordance with the Contract Requirements and the applicable Standards, Design Codes and Manuals listed in Part 3 – Project Requirements, Section 1.6, or otherwise applicable to the Project, New York City Department of Transportation Standards, Specifications and Notes included in Part 7 – Engineering Data.
13.3 REQUIREMENTS
13.3.1 General Requirements
The Design-Builder shall be responsible for designing, furnishing and installing all new components (from the utility company’s power supply connection forward to the luminaries) required for the implementation of the lighting system for the Project including new luminaires, controls, poles, mounting, panels, cabinets, enclosures, wiring, conduits, and support hardware, as necessary for delivering a complete and functional lighting system.
The Design-Builder shall prepare all lighting calculations for all temporary and permanent lighting system for the Project and submit to the Construction Quality Assurance Engineer and the New York City Department of Transportation Division of Street Lighting (NYCDOT-DSL) for review and approval. The Design-Builder shall assume that NYCDOT-DSL will require a minimum of four (4) weeks for review of the lighting submittals. The contact person for NYCDOT-DSL is Mr. Akmal Mikhail, 34-02 Queens Blvd., Long Island City, NY 11101; 212-839-3368. ([email protected])
All illumination calculations shall be submitted in a format compatible with either AGi32 by Lighting Analysts or Visual by Acuity Brands Lighting.
Conduits for electrical cables and electric boxes shall be embedded in concrete parapets and light posts shall be mounted on concrete parapets where practical. For at-grade, conduits and electrical boxes shall be embedded in the ground. At-grade light posts shall be installed 3 feet behind the sidewalk or curb line if sidewalk doesn’t exist. All exposed conduits shall be PVC coated rigid galvanized steel (RGS). All light posts to be installed, including at-grades, shall have on level foundation pads built as part of the structure for installation.
The Lighting System within the Project limits shall be fully maintained by the Design-Builder for the duration of the Project.
Submit Lighting Calculation that shall conform to Street Lighting requirements per Section 13.3.2.1.
Kew Gardens Interchange 64 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
Submit voltage drop calculations & wiring diagrams that is related to the same Control Cabinet. (Inside and/or Outside of contract limits) and as conforms to approved Lighting Calculation.
Street Lighting plans package shall include:
Street Lighting notes. Street Lighting legend of all used street lighting items on plans. List of all applicable Street Lighting Standard Drawings & Specifications. List of all applicable State pay item numbers. Existing Street Lighting plans. Proposed Street Lighting plans. Street lighting details. Temporary Street Lighting plans and notes. One-line wiring diagram. After having an approved Street Lighting Design Plan, the Design-Builder shall start submitting Street Lighting materials shop drawings for review and approval before purchasing/installation. For bridge lighting, conduits for electrical cables and electric boxes shall be embedded in concrete parapets. Light posts shall be mounted on top of concrete parapets where practical. The electrical conduits for bridge deck lighting should not be surface mounted nor visible to the traveling public.
The Design-Builder shall inspect all electrical cabinets to determine their conditions and functionality. The Design-Builder shall prepare and submit an Electric Cabinet Inspection Report for each Cabinet, along with recommended actions, to the Department for review.
The Lighting System within the Project limits shall be protected (including at grade system) and maintained by the Design-Builder for the duration of the Project.
The Design-Builder shall insure that existing installations are not disturbed. Any damage by the Design-Builder to existing facilities or equipment shall be corrected by replacement or restoration by the Design-Builder to the original condition at no extra cost to the State or City. The Design- Builder shall be responsible for any lighting system (inside and outside the contract limit) that loses power due to the Project’s Construction. The Design-Builder shall restore and put back on service any lighting system lost to the satisfaction of NYCDOT Street Lighting.
13.3.1.1 Power Supply Requirements
For reference, the lighting installation shall comply with the following: A) Meet all requirements of NFPA 70 – National Electrical Code (NEC); B) All outdoor electrical enclosures shall be type 316 cast iron, rated NEMA 4X or a higher degree of protection, as conforms to NYCDOT Street Lighting Standard Drawings & Specifications; C) Meet all requirements per NYCDOT Street Lighting Standards; and D) Meet all requirements of applicable IEEE and ANSI power engineering standards.
Kew Gardens Interchange 65 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
13.3.1.2 Removal of Existing Equipment
All disconnected, light poles, and associated equipment shall be removed and disposed of by the Design-Builder. All wiring, panels, cabinets, enclosures, and other electrical equipment shall be removed and disposed of by the Design-Builder. All removed LED luminaires shall be carefully removed, neatly stored, and delivered to NYCDOT Street Lighting Store Yard. Coordination for delivery shall be done with NYCDOT Street Lighting Electrical Inspection Unit.
13.3.2 Permanent Lighting System
13.3.2.1 General
The Design-Builder shall be responsible for ensuring that the permanent lighting system meets the following requirements:
A) Provide lighting calculations for review and approval prior to Design Plans;
B) Provides illumination such that the road surface illumination meets or exceeds the uniformity and the illuminance Average criteria during darkness as conforms to NYCDOT Street Lighting Standards:
a. Average illumination for expressways – 0.6 to 0.8 foot-candles (fc)
b. Average illumination for expressway passing under expressway – 5.0fc
c. Average illumination for local streets passing under expressway – 3.0fc
d. Average illumination for local streets – 1.0fc
e. Average illumination for Street Intersections – 2.5fc
f. Average illumination for Highway Gore Areas – 1.2fc
g. Average illumination for ramps – 1.0-1.2fc
h. Average illumination for shared use path (pedestrian sidewalk/bike lane) – 0.8fc- 1.0fc
Correlated Color Temperature (CCT) of luminaire shall be 3000 Kelvin. Light Loss Factor (LLF) shall be 0.89 and uniformity ratio shall be 4:1. In case of shared use paths, uniformity ratio could be up to 6:1. Provides illumination such that the road surface illumination meets or exceeds the uniformity and the illuminance and/or luminance criteria during darkness;
C) Utilizes energy efficient and long-life, low maintenance lighting technologies that conform to NYCDOT Street Lighting Standard Specifications and Drawings;
D) Can be fully and seamlessly integrated into the existing permanent lighting elements adjacent to the Project limits;
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E) Utilizes a photo-control and control Cabinet system that automatically activates lighting before dusk and deactivates the system past dawn;
F) Utilizes lighting components that are readily available and not proprietary equipment; and
G) Utilize existing service points 1, 2 & 3 and Lighting Control Cabinets 5, 6 & 7 for new lighting. If additional service points are required, NYCDOT-DSL will request new service from Con Edison upon approval of the design. Refer to drawings in Part 6 – RFP Plans for locations of existing service points and control cabinets.
H) Provide the following Underdeck light levels:
a. Underdeck (Highway under Street) average of 5 foot-candle. b. Underdeck (Street under Highway) average of 3 foot-candle.
13.3.2.2 Construction Requirements
The Design-Builder shall provide permanent lighting materials that satisfy the Project Requirements and applicable codes and standards. In addition, the Design-Builder shall:
A) Ensure that all exposed raceways/conduits are made of PVC coated rigid galvanized steel (RGS). Short runs (no longer than 6 feet) of liquid-tight flexible metal conduit may only be used to make a final connection between the main power feeder and a light pole or fixture;
B) Ensure that all outdoor electrical enclosures and attached parts (e.g. breather drain) shall be type 316 stainless steel, rated NEMA 4X or a higher degree of protection;
C) Ensure that any new electrical enclosures shall have a key lock;
D) Ensure all lighting shall include breakaway devices, unless protected by concrete barrier. Light poles shall feature a breakaway base, except where located behind bridge rails.
13.3.3 Temporary Lighting System
The Design-Builder shall ensure that the existing lighting levels within the Project limits are maintained at all times. A temporary lighting system shall be installed as necessary to meet this requirement. The temporary system shall be energized either separately or though connection to the existing lighting system.
The Design-Builder shall be aware that:
A) During each construction stage, the Design-Builder shall maintain temporary, existing, and proposed light standards used as temporary until the construction stage or construction is complete. B) Design-Builder shall provide temporary power during each construction stage, either available from the existing control cabinets or by providing temporary lighting control cabinets.
Kew Gardens Interchange 67 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
C) Minimum cable clearance above roadway shall be maintained during construction. Maximum wire SAG shall not exceed 18 inches. Any additional supports or equipment used to satisfy this condition shall be included under the temporary wiring pay items. D) Add temporary support for overhead wiring every 65 feet and provide wooden poles for roadway crossing. E) Attach overhead temporary connectors, if necessary, to structures in the vicinity. F) Permanent lights used as temporary in each stage are to be connected to the new control cabinet when it is installed and operational, by disconnecting from the temporary network. G) NYCDOT does not supply equipment for temporary conduits, conductors used and/or required to maintain power to the connected load during various stages of construction. H) Design-Builder is responsible for relocating temporary lighting poles at each stage, including all maintenance and energy cost during the duration of the project and other work and items related to temporary lighting system, inside and outside of the contract limits, not identified in any payment item. I) Contractor shall provide and maintain temporary lighting of: a. Roadway (street/bridges) –1 foot-candle b. Sidewalks – 0.6-0.8 foot-candle c. Ratio between average to minimum should be a 4:1 maximum d. Underdeck (Highway under Street) average of 5 foot-candle. e. Underdeck (Street under Highway) average of 3 foot-candle.
13.4 DELIVERABLES Deliverables shall be as stated elsewhere in the RFP documents.
Kew Gardens Interchange 68 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
SECTION 14 INTELLIGENT TRANSPORTATION SYSTEMS (ITS) 14.1 SCOPE There are existing ITS facility and equipment along the existing Grand Central Parkway, Van Wyck Expressway, and Jackie Robinson Parkway within the reconstruction limits of this project. The Design Builder shall survey the locations of the existing facility and develop a reconstruction plan for the removal and replacement of the existing facility within the project limits. Design plans on the existing ITS facility are included in the Reference Documents. All existing ITS facility and equipment must be maintained and / or temporarily relocation to ensure they are fully functional during phases of construction. Design plans for the new and restored ITS facility and equipment along the GCP, VWE, and Jackie Robinson Parkway shall be submitted to the CQCE for their review and approval prior to commencement of construction.
The Design-Builder shall perform all work necessary to design, furnish, build, and install a new ITS system including any additional software within the limits of Kew Gardens Interchange Project Phase 4. The impacted ITS system shall be replaced by a new system. The existing ITS system shall be maintained until the new ITS system is in use and has been accepted by the Department at which time the existing system shall be removed by the Design-Builder team. The System shall be designed so that it can be expanded in a future contracts. The project limits for the ITS work may go beyond the Capital Construction limits (to the nearest Splice points of communication and power).The Design-Builder shall design, furnish and install and test an operational ITS system including all required electronic devices for the System related to systems communication, traveler information, traffic monitoring and detection systems, all associated mounting hardware, and all associated cabling and integrate those devices into the NYSDOT system that connects to the Region 11 Joint Transportation Management Center (JTMC). The Design-Builder shall integrate the ITS devices from the field to the JTMC rack room at the basement and the equipment/system shall work continuously for a 30-day testing period. The Design-Builder shall work with JTMC consultant support staff for the rack room integration. The State JTMC Consultant Staff will integrate the tested system into the Operation floor. The Design-Builder shall be responsible for all other work related to the ITS within the Project limits.
The Design-Builder shall maintain and protect the existing Fiber Optic trunk cables located in the ITS project limits. Should any disruptions of the existing Fiber Optic network be required due to the Design-Builders operations, a temporary communication system or bypass communication linked to the NYSDOT TMC shall be provided. None of the current functionality of the existing system may be lost or negatively affected by construction activities related to this Project.
The Design-Builder shall prepare As-Built plans that detail all ITS work completed as part of this ITS system including but not limited to the fiber optic backbone, fiber assignments, test results pullboxes, splicing, ITS cabinets, CCTV installation, and radar detection. Variable Message Signs (VMS), and TRANSMIT related equipment. The design, construction and installation of all the devices and facilities and appurtenances shall address functionality, redundancy, reliability, durability, ease of maintenance, maintenance access, safety and protection against vandalism and shall meet the latest NYSDOT Region 11 specifications and NTCIP standards. The Design-Builder shall be responsible for continuity of operations of the existing ITS system until the new system has been installed, tested and accepted. None of the current functionality of the existing system may be lost or negatively affected by this ITS system replacement. Any disruptions to the existing system caused by the Design-Builder’s operation shall be repaired within 48 hours at the Design-Builder’s expense at no additional cost to the Department.
Kew Gardens Interchange 69 Part 3 - Project Requirements PIN X051.60, Contract D900043 Draft FEBRUARY 26, 2018 New York State Department of Transportation
The Design-Builder shall be responsible for obtaining from the Department all available existing as-built plans of existing ITS elements and systems that will be affected by the Project that are in the possession of the Department. The Design-Builder shall investigate and survey within and beyond one quarter mile of the project limits, to ensure that all existing ITS-related features are identified and accounted for in the design. The Design-Builder is also responsible for verifying the existing ITS system operational requirements. The Design-Builder shall be responsible for ensuring that the following requirements are met: A) The existing ITS system shall remain operational during the Project.
B) The Design-Builder shall identify the location, size, function and condition of all ITS features within the Project Limits from pre-construction as-built plans and field investigations and prepare an ITS plan describing how the ITS features shall remain operational throughout construction, up to the Final Acceptance and submitted to the Department.
C) All new ITS features shall be clustered when possible and shall be designed to incorporate maintenance access features inclusive of access steps/ladders, walkways, as required for access per Department practice. The Design-Builder shall locate ITS features so that the need for lane closures will be minimized. For safety purposes, no ITS equipment shall be positioned such that the Department’s maintenance personnel would have to climb over barriers to reach equipment being maintained;
D) For maintenance purposes, ITS pull boxes shall be located so that they can be reached from the underside of the bridge by ground based equipment and cannot be located on the Main Span. ITS conduit shall be located so that they are within the fascia beams or girders and not exposed to view in elevation. All new manholes shall be labeled with ‘NYSDOT Fiber’ or ‘NYSDOT Electric’.
E) All existing ITS elements outside the project limits will continue to be maintained by the Department. Access to these features shall be retained for Department maintenance. Any such elements installed or damaged by the Design-Builder shall be repaired by the Design- Builder and shall be maintained by the Design-Builder until Final Acceptance and any warranty period;
F) The Design-Builder shall be responsible for the design, installation and maintenance services for the duration of the Project for all new ITS elements included in the Project. The Design-Builder shall be responsible for identifying all items necessary to install and operate all required ITS elements;
G) The Design-Builder shall coordinate with the Department to ensure the availability and use by the Design-Builder of the latest version of the Department’s ITS equipment and system specifications.
H) The Design-Builder shall provide the Department access to the construction site for maintenance by the Department of the existing ITS facilities.
I) The Design-Builder shall install all necessary ITS temporary components and shall remove the old ITS components.
Prior to beginning construction, the Design-Builder shall submit the Design Plans and Project Specifications of ITS elements and associated supporting documents to the Department for
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consultation and written comments. This shall include any temporary relocation and all necessary relocation of ITS elements and service lines affected by construction activities, regardless of the ownership of such service lines or of the property served by such service lines. All subsequent changes to the ITS designs shall require similar Department consultation and written comment. ITS equipment, plans and details shall be provided for all construction stages to the Department’s Regional ITS group.
For the duration of this contract, the Design-Builder shall be responsible for all other work related to the ITS System within the Project limits.
14.2 STANDARDS The Design-Builder shall perform ITS activities in accordance with the Contract Requirements, compliance of applicable Standards, Design Codes and Manuals cited in Section 1.6, unless modified by the associated ITS specifications prepared by the New York State Department of Transportation:
NFPA National Electric Code (NEC) Standards FCC Highway Design Manual NYSDOT Design and Construction Requirements for Underground bridge of Mainline Pavement and Shoulders SAE Overhead Sign Structures, Dedicated Short Range Communications Message Set Dictionary AASHTO Roadside Design Guide AASHTO Standard Specifications for Structural Supports for Highway Signs, Luminaires and Traffic Signals AASHTO A Guide for Accommodating Utilities within Highway Right-of-Way NYSDOT Design Guide for Fiber Optic Installation on Freeway Right-of-Way IEEE 1455-1999 Standards for Message Sets for Vehicle/Roadside Communications ASTM E2213-03 Standard Specifications for Telecommunications and Information Exchange ITE TMDD v3 Traffic Management Data Dictionary (TMDD) Requirements NTCIP standards.
14.3 REQUIREMENTS
14.3.1 Variable Message Sign (VMS)
The Design-Builder shall be responsible for maintaining the existing variable message signs (VMS) and for the design and implementation of one new VMS for the project. The location is:
Southbound Van Wyck Expy at 82nd Avenue
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The Design-Builder shall design the full matrix non-walk-in type VMS and the associated assemblies on an overhead structure or on existing bridge structure as per Department specifications and requirements for a VMS on a structure.
A two-day class training shall be provided for the ITS maintenance group by the VMS manufacturer. One day shall be held in the field and a second day shall be held in a classroom format.
14.3.1.1 Removal of Existing VMS
Section Not Used
14.3.1.2 Installation of New VMS
The Design-builder shall furnish and install a new TYPE 2, 3-line Light Emitting Diode (LED) variable message sign (VMS) and all related installations and equipment for the operation of the sign. The VMS shall meet or exceed the requirements of the Special Provision in Part 5, Section 8.1. The communications from the roadside cabinet to the sign shall be over fiber optic link.
14.3.2 Fiber Optic Backbone
14.3.2.1 Fiber Optic Cable
The Fiber Optic Cable installed for the fiber optic backbone shall meet or exceed the requirements of the following NYSDOT Special Specifications, as required:
Special Specification 680.92124811
The Design-Builder shall install new fiber feeds and new interconnect Fiber Optic Cables for all new and relocated equipment. All Fiber Optic Cables shall be installed underground in conduit, or structure attached conduit, or inner-duct placed in conduit. The Design-Builder shall design the pullboxes and manholes on the Fiber Optic Cable routes per Department specifications and overall Department requirements.
The Fiber Optic network in the construction area includes mainlines, trunk lines, feeder lines and interconnect cables. These include the following components:
Grand Central Parkway:
One (1) 144 Fiber Optic Cable One (1) 72 Fiber Optic Cable Lower Van Wyck Expressway:
Two (2) 144 Fiber Optic Cable One (1) 72 Fiber Optic Cable Upper Van Wyck Expressway:
One (1) 48 Fiber Optic Cable
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Various fiber feeds to GCP HUB-3 which is within the project limits. This HUB connects GCP, Lower VWE and Upper VWE.
All cable shall be labeled indicating the fiber count and the owner (NYSDOT).
The Fiber Optic cable drop cable installed from the ITS equipment to the fiber optic backbone shall meet or exceed the requirements of NYSDOT Specifications.
The Fiber Optic system shall be installed in 4” NPS Galvanized Steel Conduit for the entire length of the backbone. Inside the conduit runs of inner duct shall be installed for the entire length of the backbone conduit system.
The Design-Builder shall also provide fiber optic cable connectors, splices, splice trays, splice cases, and breakout kits as necessary to perform the work. All conduit crossing roads shall be at right angles to the roadway unless approved by the Department.
14.3.2.2 Fiber Optic Pullboxes
Concrete Fiber Optic Pullboxes installed at the base of the traffic signal poles where the traffic signal control cabinets are located shall meet or exceed the requirements of NYSDOT Specifications. Standard Traffic Signal Pullboxes to be installed between the concrete fiber optic pullboxes shall meet or exceed the requirements of NYSDOT Specifications.
A Fiber Optic Pullbox shall be installed where required and at these locations the Design-Builder shall furnish and install splice enclosures and leave sufficient slack to allow Fiber Optic cables to be spliced from a vehicle parked in a safe location. A minimum length of 100 feet of slack shall be provided for each cable and shall be coiled neatly in a Pullbox. Fiber Optic Pullboxes shall be stainless steel and shall be mounted on structures. Fiber Optic Pullboxes for NYSDOT and NYCDOT (if any) are to be installed separately and labeled accordingly.
14.3.2.3 Two Channel Fiber Optic Innerduct
Section not used.
14.3.3 Traffic Signal Interconnection
Section not used.
14.3.4 Temporary Wireless Radio and Antenna
14.3.5 Section not used. Central Computer System at TMC
All equipment installed under the contract shall be consistent with the Regional ITS Architecture and the ITS Strategic Plan for the Region, including compatibility with the Region 3 Transportation Management Center ATMS software. All relevant RITSA Service Packages shall be identified prior to design for any ITS equipment to be deployed.
The IP address assignments shall be provided to the Design-Builder by the NYSDOT TMC.
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14.3.6 Closed Circuit Television (CCTV) System
The existing 5 CCTV cameras which will be affected by Kew Gardens Interchange Project Phase 4 are located as below;
C5_VWE_22_SB at Hoover Avenue C5_VWE_23_SB at 82nd Avenue C5_VWE_24_SB at Jackie Robinson Pkwy C5_VWE_25_NB at Grand Central Pkwy/Interchange C5_VWE_26_NB at 78th Road. These existing cameras shall remain operational during the Project.
Proposed new CCTV and Pole:
The CCTV deployment shall consist of furnishing and installing High Definition IP CCTV camera assemblies at four (4) probable locations (Westbound GCP at Vleigh Pl., Westbound GCP near the Southbound VWE ramp to JRP, two other locations can be identified after the final alignment and configuration of viaducts to cover the blind spots). The camera assembly locations shall be designed and installed such that the line of sight of the cameras are in the center line of the desired field of view when the cameras are in the mid-point of the desired motion between the limit stops. The desired field of view is ½ mile in either direction of the roadway. The camera mounting shall be positioned towards the road and shall provide the desired views. The new pole shall be in compliance with NYSDOT standards. The minimum mounting height for the camera assembly on a CCTV pole is 40 ft (normally 60 ft) above the highway. The equipment shall deliver high definition full-motion video during day or night operation. The cameras shall be integrated with the Region 11 system so that it operates seamlessly at the Department’s Traffic Management Center.
The proposed CCTV deployment shall include all equipment, camera assembly, Ethernet switch, hardware, mounting arm, pole and foundation, mountings, cabling, power, software modifications and labor necessary to install, and integrate a fully operational system. Connections between the equipment shall be through weather proof connectors to provide easy replacement. CCTV video, fiber optic video and data transceivers shall be supplied. The camera assembly shall include but not be limited to the camera assembly, the mounting arm, cabling, mounting hardware and miscellaneous fittings. The Design-Builder shall furnish and install all equipment mounts for all aspects of the CCTV system including the CCTV assemblies, enclosure, cabinets, stand alone equipment modules and rack mounted components. Shop drawings and cut sheets of all portions of the camera system shall be submitted for review by the Department. Proposed CCTV control cabinets shall be installed at such locations that accessibility for future maintenance can be performed without any lane closure. The CCTV System shall meet or exceed the requirements of the Special Provision in Part 5, Section 8.2..
The Design-Builder shall provide the Department with one day class training by the CCTV manufacturer that shall consist of a half day training held in the field and a half day training held in a classroom format.
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14.3.7 Travel Time TRANSMIT System (Proposed)
TRANSMIT is the system developed by the Transportation Operations Coordinating Committee (TRANSCOM; which comprises various transportation and public safety agencies in the New York, New Jersey and Connecticut) for managing incidents and traffic using electronic toll tags, including the E-Z Pass system, and traffic management toll tags as anonymous probes for traffic surveillance and incident detection purposes. Two proposed locations are at VWE near 82nd Street/Ped Bridge and GCP near Union Turnpike (antennas on both bounds for each station). The Design-Builder shall submit to the Department the design plans and supporting documents for the installation of one traffic monitoring TRANSMIT site per the Department’s standards, in order to provide for travel times and speeds across the Bridge in both directions. The Design- Builder shall be responsible for integrating the project TRANSMIT site into the existing TRANSMIT system and shall comply with Department specifications.
The TRANSMIT System shall meet or exceed the requirements of the Special Provision in Part 5, Section 8.3..
The Department will coordinate the system integration with TRANSCOM under the existing NYSDOT and TRANSCOM agreement. The Design-Builder shall fully install the TRANSMIT site and test it locally and NYSDOT and TRANSCOM will integrate the TRANSMIT site based on successful local test results provided.
14.3.8 Electrical Work
The Design-Builder shall provide all 120/240VAC power necessary for the construction and System installation and shall include the furnishing and installation of all labor and equipment. Surge protection for all power, video and data circuits entering or exiting the cabinets shall be furnished with surge lightning protection. The Design-Builder shall maintain the integrity of all circuits in service that may be affected by the work.
The Design-Builder shall furnish and install cabling and conduit between the controller cabinet and the ITS equipment cabinet, the ITS cabinet and the fiber optic pullbox, the camera and the ITS equipment cabinet, the fiber and communication manholes and the power source. It shall be the responsibility of the Design-Builder to verify that the cabling and its routing are sufficient for their needs.
14.3.8.1 Cabling Requirements
The minimum size cable used for power circuits and ground wires shall be #12 AWG. Alternate cable sizes that can be utilized for power and ground are #6AWG and #2AWG. Voltage Drop calculations for the electrical service drop to the ITS cabinet shall be provided.
Power cabling and wires installed outdoors and underground shall be rated for 600V, rated for wet locations and gasoline and oil resistant.
All cables provided shall be provided with terminations, connectors and splices as needed and shall be installed within the existing or proposed conduits. All termination cables provided shall be provided with terminations, connectors and splices as needed.
Video cable furnished for connections shall be rated outdoor use.
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All cables shall be clearly labeled with identifying label or tags clearly indicating the circuit # and/or VMS #.
All electrical enclosures and boxes provided by the Design-Builder shall be stainless steel NEMA 4X.
All electrical cables shall be installed in 3” conduit. All conduits shall be hot-dipped Rigid Galvanized Steel (RGS). All fittings and conduit bodies shall be hot-dipped galvanized. All conduits in the ground shall have a minimum cover of 2.5 feet.
14.3.9 Existing Cameras and Call Boxes
Existing CCTV camera (existing analog cameras will be replaced by HD IP cameras in 2018 under the “CCTV Upgrade Project”) and feed mounted on the poles as noted on the Reference Material shall be removed and re-installed. All conduits and wires shall be removed and disposed.
Existing (if any) call boxes and solar panels noted on the Reference Material shall be removed and reinstalled. The Design-Builder shall coordinate the removal and reinstallation of these devices with NYCDOT and John Ornas, 34-02 Queens Blvd. Long Island City, NY 11101, 212- 839-3325.
14.4 SYSTEM TEST PROCEDURES The Design-Builder’s ITS System Integrator shall be responsible for testing the installed equipment to verify that it has been installed correctly, is performing as specified, and supports overall system operations. This testing will be accomplished in a sequence of procedures that begin with basic components and culminate in exercising the total system in its operational configuration.
For all tests, the Design-Builder shall be responsible for providing detailed, step-by-step procedures for the testing. These procedures shall follow the requirements of the latest NYSDOT specifications for ITS equipment and communications and specifically identify:
The equipment configuration,
The sequence of operations for the test,
The test setup including environmental conditioning
The required test equipment and its configuration
The expected results and pass/fail criteria
A copy of the test procedures shall be furnished to the Department for review prior to the commencement of the tests.
14.4.1 Factory Testing
For off-the-shelf equipment and components, the Design-Builder will be allowed to establish compliance through third party verification and a manufacturer’s quality assurance plan. The manufacturer shall supply documentation to verify that the performance of the equipment has
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been measured against the manufacturer’s equipment specification over the entire environmental range.
For equipment and components that are unique to and specifically manufactured for the project, the Design-Builder shall schedule an acceptance test at the factory to demonstrate compliance with the specifications. These tests shall demonstrate compliance with all aspects of the specifications over the entire range of environmental conditions. For tests that require environmental chambers of special conditions, the manufacturer may substitute documented test results in lieu of actually performing the procedure.
14.4.2 Operational Stand Alone Testing
The operational standalone testing demonstrates that the equipment has been installed correctly and is operational. These tests involve only single items of equipment or equipment assemblies. Portable laptop computers and test equipment supplied by the Design-Builder can simulate control of the standalone equipment. Typical tests would include but are not limited to:
Physical inspection of the installation;
Continuity tests;
Power-on tests;
Voltage measurements;
Cable performance tests (twisted-pair and fiber optic). For optical fibers, this would include OTDR and attenuation measurements. For video cable, this would include frequency attenuation measurements. For twisted-pair cable, this would include checks for grounds, splits, crosses, and opens.
Cabinet assembly-performance tests (e.g., cabinet to CCTV camera functionality or cabinet to radar detector);
Verification of radar detector measurements;
Functional performance communications;
Wireless radio measurements (output power, signal levels, etc.);
Operational standalone testing shall also include equipment setup. This includes configuring the equipment’s options and setting the equipment’s system identification, including its network address.
14.4.3 Group Site Verification Testing
Group site verification testing measures or demonstrates that “linked” equipment and components are totally functional and are integrated in the field and with the JTMC. Typical required tests include but are not limited to:
Communications links with modems connect to optical fibers or microwave radios
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Multiplex connections and performance between nodes such as minihubs or shelters and operations centers such as the JTMC.
Modem circuits
Data circuits
14.4.4 Subsystem Integration Testing
Subsystem integration testing shall include all components in the subsystem and demonstrates that the subsystem is totally functional and capable of supporting operations. Each typical subsystem shall be tested in its operational configuration, demonstrating complete compliance with all components between and including the operations center and the field elements.
14.4.5 System Acceptance Testing
The system acceptance test shall demonstrate that the installed equipment shall operate as specified and support operations for an extended period of time, not less than30 days. The system acceptance test shall include a controlled burn-in period for the installed equipment. Procedures shall be provided to exercise the equipment and associated functions throughout the course of the test.
If any equipment should fail during the 30-day period, those subsystems affected by the failed equipment shall be subject to an additional 30-day test period. The Department will determine which equipment has been affected by the failure and subject to an additional 30-day period of testing.
14.5 DOCUMENTATION REQUIREMENTS The Design-Builder shall prepare all Documentation as required and submit to the Department for review. The Department’s review of system documentation does not waive the Design- Builder’s responsibility in furnishing and installing a fully operational and functional system meeting the specifications herein.
14.5.1 Shop Drawings and Test plans
Test plan submittals shall be furnished by the Design-Builder to the Department to demonstrate that the System and associated products, intended to be supplied for this Contract, have the capability to meet the functional objectives required by the Technical Parameters. System documentation submittals required shall consist of:
Factory Acceptance Test Plan and Report.
Field Acceptance Test Plan and Report.
Operational Acceptance Test Plan and Report.
Operating Documentation.
The Design-Builder shall provide the Department with the following documentation at the conclusion of the project:
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A minimum of five copies of all manufacturers’ documentation for all equipment to be supplied as part of this project. This documentation shall include all operations, maintenance, software support, and protocol descriptions available from the manufacturer of each component.
All documentation specifically requested in the individual item specifications.
A minimum of three copies of written documentation which contains the correct hardware (dip switch settings) and software adjustable configurations for all equipment used in the project.
A chart which details the pin-outs of all cable assemblies and actual interconnection of all system components.
All warranties associated with the ITS equipment with proper dates.
14.6 TEMPORARY ITS SYSTEM All ITS elements and services that may be affected during construction require that maintenance, protection or mitigation measures shall be provided by the Design-Builder in order to keep the systems operational during all phases of construction. The operation of ITS field devices shall be maintained during construction. The transition time for relocating ITS equipment shall be approved by the Department. The Design-Builder shall maintain all communications services and if necessary install a temporary ITS Fiber Optic system. Downtime for existing fibers requiring cut- over shall not exceed 48 hours. After installing the temporary communication ITS services, the Design Builder shall install new Fiber Optic Cable system without interrupting the operation of the ITS system. Multiple cutting of the existing Fiber Optic Cable at the same time shall not be allowed. All plans for removal of the temporary system shall be approved by the Department. A 72 hour lead time shall be provided to the Regional ITS group and JTMC before any disconnects to the existing system can be made.
14.7 DELIVERABLES
Table of Deliverables
Deliverable Number of Copies Delivery Schedule Hardcopy Electronic Inventory of 3 1 Not more than 90 days existing ITS after NTP System Design Plans and 3 1 At Design Reviews Project Specifications System Test 3 1 At Release for Procedures Construction Review Required 3 1 At Release for Documentation Construction Review
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Table of Deliverables
Deliverable Number of Copies Delivery Schedule Hardcopy Electronic As-Built Plans 3 1 Not less than 60 days after Physical Completion
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SECTION 15 WORK ZONE TRAFFIC CONTROL AND ACCESS 15.1 SCOPE The Design-Builder shall be responsible for the planning and provision of Work Zone Traffic Control (WZTC), required to perform the Project Work until Project Completion. This Project Requirement applies to any roads, ramps, cross roads, local streets, maintenance roads, driveways, and active paths within and/or affected by the Project.
The Design-Builder shall provide WZTC for the safe and efficient movement of people, goods, and services through the Project area(s) while maintaining access and minimizing negative impacts to residents, commuters, businesses, and NYSDOT maintenance operations.
Note that, as used in this section, “Work Zone Traffic Control plan” or “WZTC plan” is the equivalent of “Maintenance and Protection of Traffic plan” or “MPT plan” as described in Chapter 16 of the Highway Design Manual (HDM).
15.2 STANDARDS
The Design-Builder shall perform the work zone traffic control activities in accordance with the Contract Requirements and the applicable Standards, Design Codes and Manuals listed in Section 1.6, unless otherwise stipulated in this Project Requirements, or otherwise applicable to the Project.
15.3 REQUIREMENTS
15.3.1 General Requirements
Work Zone Traffic Control shall be performed in accordance with this Part 3, Section 15, Work Zone Traffic Control Notes provided in Part 6 – Directive Plans, and the New York City Department of Transportation Bureau of Permit Management and Construction Control Work Permit included in Part 7 – Engineering Data.
Traffic enforcement agents shall be provided associated with the anticipated detour route as directed by the Department’s Project Manager and consistent with Special Specification 619.22970011.
15.3.2 Work Zone Traffic Control Plan
The Design-Builder shall prepare and submit a WZTC Plan for managing traffic operations and controlling access until Project Completion. A WZTC Plan must be submitted in advance of any work that restricts the roadway cross section and includes durations and traffic pattern changes that will exceed 10 hours in any 24-hour period. The Department’s Project Manager should be informed of any planned lane closures two weeks in advance.
The WZTC Plan shall be submitted to the Department’s Design Quality Assurance Engineer a minimum of two weeks prior to initiation of any Work requiring a lane closure or the implementation of any change in traffic patterns.
The WZTC Plan shall include:
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A) Contingency plans for reasonable unforeseen interruptions;
B) Duration of each WZTC stage, including duration of lane closure(s), if any;
C) Provisions for maintaining pedestrian traffic through the Project area at all times at all locations where pedestrian access through the Project area currently exists.
The Design-Builder shall notify local officials, and affected police jurisdictions to facilitate safe and effective enforcement. The WZTC Plan shall recognize the need for approval of the use of local public roads, if applicable.
The Design-Builder shall be responsible for updating the WZTC Plan as necessary throughout the Contract, so that at all times the current traffic control on site is representative of the design drawings that have been accepted by NYSDOT.
The Department has met with the New York City Department of Transportation Bureau of Permit Management and Construction Control and the closures indicated in Section 15.3.5 are currently under review by NYCDOT . Approval is subject to the submittal of permit applications by the Design-Builder to the NYCDOT Bureau of Permit Management and Construction Control . Coordination with emergency services such as the New York City Fire Department will also be required. This coordination will require that traffic data be collected, a traffic study and analysis be performed and that the Design-Builder demonstrate that proposed lane closures will not have an adverse effect on traffic.
The Design-Builder shall produce a clear graphical representation of the staging with each stage, with associated traffic clearly delineated, in linear chronological order. Each significant change in traffic patterns shall be presented separately.
The Design-Builder shall be responsible for updating the construction staging plan as necessary throughout the Contract, so that at all times the current version reflects the planned current and future construction staging activities.
The Design-Builder shall provide portable variable message signs for the posting of appropriate warnings and advisories at strategic locations where opportunities are available for directing traffic to alternative routes in response to prevailing circumstances. It is anticipated that portable variable message signs will be required at major highway interchanges, local streets and any detour routes. Other requirements are as stated in Section 15.3.7.
The Design-Builder shall be responsible for maintaining access to all businesses, residences, and properties within and abutting the Project, including essential services such as trash pickup and mail delivery. If the Design-Builder’s WZTC plan includes a single lane cattle-chute on the mainline GCP or VWE, the Design-Builder shall have a tow truck on site each day the cattle chute- carries traffic.
NYSDOT’s Construction Quality Assurance Engineer (CQAE) and the Design-Builder shall coordinate with any municipality or agency affected by any detours or road closures that are part of the WZTC. Comments from those municipalities or agencies shall be incorporated by the Design-Builder into the site’s WZTC plan as directed by the CQCE.
NYSDOT’s CQAE shall be contacted by the Design-Builder 2 weeks in advance of any proposed closure or staging.
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15.3.3 General Restrictions
Temporary lane closures shall be in accordance with the NYCDOT Work Permit Stipulations included in Part 7 – Engineering Data. A maximum 15 MPH reduction in the existing regulatory speed limit will be allowed for work zones, but not below 35 MPH. Any 15 MPH speed reduction must be accomplished in two steps of 10 MPH, maximum, ie. 50 MPH to 40 MPH to 35 MPH. Pinning of Temporary Concrete barrier to the new concrete deck is prohibited.
15.3.4 Access to Commercial Properties and Driveways
The Design-Builder shall provide uninterrupted access to all commercial properties and driveways within the Project Limits at all times.
15.3.5 Closure Restrictions
Temporary lane closures shall be in accordance with the NYCDOT Work Permit Stipulations and Detour Plan, both included in Part 7 – Engineering Data. After the Notice to Proceed, the Design Builder may present alternate detour routes for the Department’s consideration and approval. All lanes must remain open at all times.
15.3.6 Lane Rental Assessment Information
The Design-Builder’s attention is directed to the fact that a Lane Rental Item has been included in the contract. Item 800.06090115 is a Fix Price Lump Sum Lane Rental item. Please see the item specification found in Part 8, Special Specifications for the details associated with the Lane Rental Item.
Lane Rental Assessments TRAFFIC MOVEMENT COMPONENT LANE RENTAL ASSESSMENT ITEM (Carried/Crossed) AMOUNT (PER DAY)
1 Mainline WB Grand Central Parkway (2 lanes) $11,000
2 Mainline EB Grand Central Parkway (2 lanes) $12,000
3 Mainline EB Union Turnpike over GCP (3 lanes) $12,000
4 Mainline EB Union Turnpike resurfacing (3 lanes) $12,000
5 Mainline WB Union Turnpike over GCP (3 lanes) $11,000
6 Mainline WB Union Turnpike resurfacing (3 lanes) $11,000
7 WB GCP to WB JRP (Ramp E) $1,500
8 EB JRP to EB GCP (Ramp A) $1,500
9** EB GCP to EB Union Turnpike $1,500
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10** EB Union Turnpike to EB GCP (Ramp H) $1,500
11** EB UTP to WB UTP $1,500
12** EB JRP to GCP WB (Ramp C) $1,500
13 EB GCP to WB JRP $1,500
14** SB VWE to Union Turnpike WB (Ramp VU) $1,500
15** SB VWE to Queens Blvd (Ramp VQ) $1,500
16 EB GCP to SB VWE (Ramp GS) $1,500
17** EB JRP to NB VWE (Ramp JV) $1,500
18** WB GCP to Union Turnpike WB (Ramp F) $1,500
19 NB VWE to GCP WB (Ramp R) $1,500
20 WB Union Turnpike to WB GCP (Ramp Q) $1,500
21 SB VWE to WB JRP (Ramp KC) $1,500
22 WB Union Turnpike to Queens Blvd (Ramp UW) $1,500
** Note that NYCDOT Bureau of Permit Management and Construction Control permit does not allow weekday, daily lane closures
15.3.7 Minimum Lane Widths during Construction
The Design-Builder shall maintain a minimum travel lane width of 11 feet during construction. At the location where the EB Union Turnpike Bridge crosses the Mainline GCP, the Design-Builder shall maintain a minimum travel lane for the EB and WB GCP of 10 feet during construction.
Minimum lane widths shall be in accordance with the NYCDOT Work Permit Stipulations included in Part 7 – Engineering Data.
15.3.8 Portable Variable Message Signs
The Design-Builder shall provide, Portable Variable Message Signs for the duration of this Contract. The Portable Variable Message Signs shall be deployed as necessary for the various WZTC schemes developed in coordination with, and with concurrence/acceptance from, the Department’s Project Manager. The portable variable message signs provided shall meet the requirements of NYSDOT Item No. 619.110512 (Portable Variable Message Sign (PVMS) STANDARD SIZE - FULL MATRIX (LED) NO OPTIONAL EQUIPMENT SPECIFIED, CELLULAR COMMUNICATIONS).
The development of messages for the Variable Message Sign(s) shall be the responsibility of the Department’s CQAE and operations staff at the NYSDOT’s Transportation Management Center.
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The Design-Builder shall contact the Department’s CQAE at least two weeks prior to placement of any Variable Message Sign regarding their location and receive concurrence of the location.
15.3.9 Temporary Pavement
The following design criteria shall be met for all temporary pavement:
- Top Course-1.5” ; 9.5 F1 HMA, 80 Series Compaction - Binder Course-2.0”;25 F9 HMA, 80 Series Compaction - 12”-Subbase course, Type 1
NOTE: For all Section 402 Asphalt (HMA and WMA) items see Attached Special note PG 64E-22
15.3.10 Temporary and Interim Pavement Markings
The Design-Builder shall provide temporary and interim pavement markings during all construction phases conforming to the requirements of the NYSDOT Standard Specifications. Temporary and interim pavement markings shall follow the NYSDOT requirements as shown on the standard detail sheet 685.
15.3.11 Coordination with Regional Traffic Management Center
The Design-Builder is advised that the NYSDOT’s Traffic Management Center will provide support for the Project’s WZTC activities. Therefore, coordination among the Department’s Construction Quality Assurance Engineer, Design-Builder, and NYSDOT’s Traffic Management Center, will be required for all WZTC activities, particularly with respect to the use of Variable Message Signs (VMS)) in the Project area.
The Design-Builder shall notify the Department’s Project Manager of all lane and/or shoulder closures prior to implementation.
The Work Zone Traffic Control Plan should be submitted by the Design-Builder no less than 30 days prior to the planned change, closure, impact to the travel lanes within the project limits. This information should include all the necessary details for the CQAE and PM to review and comment and to assess its relevance to Form SCD.
The Design-Builder shall give two (2) weeks advance written notice to ensure that the proper public outreach can be performed in advance of the impacts.
15.3.12 Emergency Response and Transportation Management Plans
The Design-Builder shall notify the Department’s CQAE immediately following any impacts to motorists due to construction activities and/or unforeseen circumstances. The CQAE will be responsible for disseminating the information to the appropriate personnel/entities for appropriate response to mitigate impacts to motorists.
The Design-Builder shall prepare an Emergency Response Plan to be implemented in the event the roadway is shut down for unforeseen or unplanned circumstances. The Plan shall be
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implemented when the anticipated duration of closure exceeds twenty (20) minutes. The Plan shall be submitted to the Department’s Project Manager for review and comment a minimum of two weeks prior to the beginning of Work. Work on this Project shall not begin until the Design- Builder receives written notification from the Department’s Project Manager that the Emergency Response Plan has been reviewed by the Department and all Department comments have been resolved.
The Emergency Response Plan shall include a notification and communication plan that describes how the Design-Builder will promptly inform the appropriate personnel/entities of an unforeseen or unplanned circumstance. No later than 30 calendar days following NTP, the Department’s Project Manager will provide the Design-Builder with a list of personnel and entities that need to be contacted in this section of the Emergency Response Plan.
The Design-Builder shall also provide the Department’s Project Manager a Transportation Management Plan (TMP) per FHWA’s Final Rule on Work Zone Safety and Mobility, 23 CFR 630 Subpart J. The intent of the TMP is to minimize impacts to the travelling public and to provide continuity of reasonably safe and efficient road user flow and highway worker safety. The Emergency Response Plan shall be a component of the TMP and shall be located in the contingency section of the TMP.
15.3.13 Lifting Operations
The Design-Builder shall be aware that under no circumstances shall lifting operations for bridge superstructure elements, overhead sign structures, or any other items, be carried out over active traffic lanes. All such operations shall at a minimum require short-duration roadway closures in accordance with the NYCDOT Work Permit Stipulations provided in Part 7 – Engineering Data.
15.3.14 Noise Control
The Contractor should be aware that Title 15 of the Rules of the City of New York was amended 07/01/07 by adding a new Chapter 28, CITYWIDE CONSTRUCTION NOISE MITIGATION. The details and exact text of this new rule can be found online at http://nyc.gov/html/dep/html/air_and_noise/index.shtml
In addition to compliance with Procedures for Abatement of Highway Traffic Noise and Construction Noise (23CFR Part 772), the Contractor shall use and implement all reasonable efforts to accommodate the spirit and intent of Chapter 28 of the City Rules by planning and carrying out the work on this Project to ensure that the noise from construction equipment and activities is kept to a minimum. These efforts to accommodate the spirit and intent of Chapter 28 shall be submitted by the Contractor, in writing, in the form of a Construction Noise Mitigation Plan, to the Engineer for approval. No City permit pursuant to Chapter 28 is required.
The Contractor shall provide the Engineer with two noise meters meeting the requirements of an integrating sound level meter that is in compliance with the criteria for a Type 1 (Precision) or Type 2 (General Purpose) Sound Level Meter as defined in the current revision of ANSI Standard S1.4. Two acoustic calibrators of the type recommended by the meter manufacturer shall also be provided.
If additional noise mitigation is required due to complaints; or if adherence to the Construction Noise Mitigation Plan cannot be substantially complied with, an Alternative Construction Noise Mitigation Plan shall be prepared by the Contractor, in writing, and submitted to the Engineer for
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approval. An approved Alternative Construction Noise Mitigation Plan must be fully implemented by the Contractor within five (5) business days after the Engineer’s approval.
Should the Contractor fail to implement the noise abatement operations and conditions of the approved Construction Noise Mitigation Plan, or any approved Alternative Construction Noise Mitigation Plan within five (5) business days of approval thereof, the Engineer shall have the authority to suspend all work until such time as the Engineer deems that the Contractor has complied with the requirements.
The cost of complying with this Mitigation Plan shall be incorporated into the prices bid for the appropriate pay items.
15.3.15 Work on or Adjacent to the NYCT Bus Route
Bus routes affected by the project will or may require bus diversions. These arrangements shall be made through:
Mr. Brennan Ortiz Assistant Transportation Planner Short Range Bus Service Planning | MTA – New York City Transit 2 Broadway, Room B17.130 New York, New York 10004 Telephone Number: 646-252-5188
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SECTION 16 PAVEMENT DESIGN AND CONSTRUCTION 16.1 SCOPE The Design-Builder shall perform all Work necessary to provide all pavement required for the Project. This includes design, furnishing of materials, fabrication and construction of all temporary and permanent pavement for roadways within the Project Limits.
The Design-Builder shall be responsible for the review and approval of all submittals needed for the scope of work. The review and approval process shall be in conformance with the Design- Builder’s Quality Control Plan.
16.2 STANDARDS The Design-Builder shall perform the pavement activities in accordance with the Contract Requirements and the applicable Standards, Design Codes and Manuals listed in Section 1.6, unless otherwise stipulated in this Project Requirement, or otherwise applicable to the Project.
16.3 REQUIREMENTS All pavement materials and construction methods shall be in accordance with the requirements of the NYSDOT Standard Specifications and the NYSDOT materials and pavement installation methods.
Limestone and/or dolomite, regardless of the acid insoluble residue content, shall not be allowed for Type 1 or F1 friction aggregate requirements.
If the existing roadway section at the limits of work varies from the standards applicable for new or resurfaced sections, the roadway features (lane & shoulder widths and cross slope) shall be transitioned to meet the existing conditions.
16.3.1 Full Depth Reconstruction
The Design-Builder shall develop and construct pavement section(s) for full depth reconstruction, including subbase, of the Project roadways in conformance with the Comprehensive Pavement Design Manual, using the ESAL-based pavement design method and as described in Sections 16.3.2 and 16.3.3.
The following design criteria shall be met for new pavement on all roadways excluding EB and WB Union Turnpike:
PCC Pavement - 10”-PCC pavement, unreinforced, profilographed-level 2, class c - 12”-Subbase course, Type 1
Full-Depth HMA shoulder (Contractor can use PCC pavement if shoulder width is less than 4.0 ft): - Top Course-1.5”; 9.5 F1 HMA, 50 Series Compaction - Binder Course-2.0”;25 F9 HMA, 50 Series Compaction - Base Course-6.5”; (two lift) 37.5 F9 HMA 60 Series Compaction - 12”-Subbase course, Type 1
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The following design criteria shall be met for new pavement on EB and WB UTP:
Composite pavement - Top Course-1.5” ; 9.5 F1 HMA, 50 Series Compaction - Binder Course-2.0”;25 F9 HMA, 50 Series Compaction - Base Course-8.0”; PCC Foundation for pavement, Class C - 12”-Subbase course, Type 1
NOTE: For all Section 402 Asphalt (HMA and WMA) items see Attached Special note PG 64E-22
No partial-width full depth reconstruction will be permitted; any roadway requiring full depth reconstruction shall be reconstructed for its full width, including shoulders, curbs and/or sidewalks.
If any roadway is permanently widened for the purpose of providing additional travel and/or turning lanes, new full depth pavement need only be developed and constructed for the widened section, provided that no other portion of the pavement within the widened section requires full depth reconstruction for any other purpose. However, the existing pavement within the widened section shall be milled and resurfaced from curb to curb or edge of pavement to edge of pavement to provide a uniform pavement as specified in Section 16.3.4.
16.3.2 Mainline and Ramp Pavement on Subgrade
The Design-Builder shall provide the mainline and ramp pavement on subgrade in accordance with the following requirements
New/reconstructed mainline and ramp permanent pavement on subgrade shall consist of Portland cement concrete pavement structure for all travel lanes and a full depth asphalt shoulder that meets or exceeds the following characteristics:
A) A 50 year minimum service life for structural pavement elements and materials performance;
B) A permeable base shall not be used.
C) Edge drain systems shall be provided on both sides of directional roadways with a 6 inch minimum pipe diameter and under drain systems. The edge drain shall be located beneath the outermost edge of installed pavement (shoulder or travel lane).
16.3.3 Local Roadways and Streets
Reconstructed permanent local roads and streets shall be constructed in accordance with the NYSDOT CPDM and NYC Department of Design and Construction Guidelines and Directives. The same pavement treatment shall be applied across the entire width of the roadway and shoulders and shall be placed on properly prepared subgrade that shall meet the requirements of NYSDOT Standard Specification Section 203. Asphalt and concrete pavement materials and construction methods shall meet the requirements of NYSDOT Standard Specification Sections 402 and 502 respectively and NYCDOT Standard Details of Construction.
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Disturbed and damaged curbs, sidewalks, and driveways shall be replaced with corresponding elements having equal to or better characteristics as per NYCDOT Standard Specifications.
16.3.4 Milled and Resurfaced Roadways
The Design-Builder shall mill and resurface pavement areas as necessary to provide for a smooth transition between the existing and fully reconstructed pavement surfaces in accordance with the applicable Standard Sheets. The Design-Builder shall mill a minimum of 50’ beyond the limits of any full depth reconstructed pavement sections.
Within the horizontal limits of any widened pavement section, the existing pavement shall be milled and resurfaced in conjunction with the top course placement for the widened section in order to provide a uniform pavement within the widened section of roadway.
The following design criteria shall be met for resurfacing of existing pavement on all roadways:
- Top Course-1.5”; 9.5 F1 HMA, 50 Series Compaction
Truing & Leveling F9, Superpave HMA, 80 Series Compaction Where bituminous overlay is milled from an existing surface and concrete repairs are needed, the milling will be limited to the amount of roadway, gore areas, ramps, and local streets that can be resurfaced within 5 working days. If repairs are not needed, the surface shall be resurfaced within 3 working days.
Resurfaced composite (i.e. hot mix asphalt [HMA] over concrete) in mainline, ramp, and shoulder pavements in locations outside of new construction/reconstruction limits shall be treated per NYSDOT Comprehensive Pavement Design Manual (CPDM) Chapter 6 and active Engineering Instructions and Engineering Bulletins and also NYC Department of Design and Construction Guidelines and Directives when located within local roadways and streets.
Retained mainline, ramp, and shoulder pavements with existing concrete wearing surfaces in locations outside of new construction and reconstruction limits shall be rehabilitated through concrete pavement restoration ((CPR) techniques, as outlined in the NYSDOT CPDM and active Engineering Instructions and Engineering Bulletins.
Existing profiles and cross slopes shall be maintained, unless a transition to match the new construction profiles and cross slopes is necessary.
16.3.5 Subsurface Drainage System
The Design-Builder shall design and construct edge drains, where stipulated within this Project Requirement, in accordance with the applicable Standards. Subsurface drainage outlets shall not cross roadways. Left- and right-side subsurface drainage systems shall not use a common outlet pipe.
Measurements of the existing ground water table are included in the Reference Documents.
16.3.6 Utility Trench Restoration
Outside areas of full depth reconstruction, pavements in trench restoration areas shall match the adjacent pavement section.
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SECTION 17 DRAINAGE AND STORMWATER 17.1 SCOPE The Design Builder shall design and construct a storm water drainage system in accordance with the NYCDEP & NYSDOT design specifications. The proposed drainage system shall provide capacity of no less than a 10-year storm event. The proposed drainage details shall be in conformance with NYCDEP & NYSDOT standards and design requirements as specified under Part 3 section 1.6 of this RFP document.
The Design Builder shall prepare a drainage design report and calculations with layout plans and details and obtain approval from NYCDEP and NYSDOT Design Quality Assurance Engineer (DQAE) prior to commencement of shop drawing preparation and construction. In addition, the Design Builder shall conduct its quality control review in conformance with the Design Builder’s Quality Control Plan.
The Design Builder shall clean and conduct a video inspection on existing underground drainage facility that is to remain within the limits of the project, and a post-construction video inspection on both existing and new underground drainage facility after all drainage construction work is completed.
The existing roadway drainage that drains the eastern portion of the project is connected to 33”, 66” and 72” drainage trunk lines leading to an existing 12’ x 8’ chamber under Park Drive East in the existing NYCDEP CSO drainage network. The existing roadway drainage system that drains the western portion of the project ties into an existing 48" diameter corrugated metal pipe outfall (Outfall #1) that discharges into an open channel, which then flows into Willow Lake. Outfall #1 is located northwest of the existing MTA railroad bridge. The proposed roadway drainage system shall not introduce new connections to the existing 66” pipe nor increase the peak flow rate to the existing NYCDEP CSO drainage network. Anticipated peak flow volume in excess of the CSO existing peak flow volume shall be directed to the Willow Lake existing outfall #1.
The proposed drainage system shall be located within the existing NYSDOT Highway Boundary, satisfy NYSDEC stormwater treatment requirements for any discharge points not connected to NYCDEP CSO drainage network, and shall not adversely impact the existing and new stormwater drainage system. Stormwater runoff treatment not connected to the NYCDEP CSO drainage network will require analysis to determine the types of treatment devices and quantity of water treatment required before discharge into Willow Lake. Stormwater management will be performed to follow the NYSDEC SPDES requirements and will be outlined in the project SWPPP.
The stormwater management system shall be designed in coordination with Section 3, Environmental, and Section 11, Landscape Architecture, and, and include to the maximum extent possible, the use of Runoff Reduction (RR) Techniques for area and volume reduction, and Stormwater Management Practices (SMPs) which could include but are not limited to: Sheet flow to Filter Strips, Vegetated Swales, Infiltration Trenches, Infiltration Basins, Bioretention, Dry Swales and Wet Swales.
There are two known flooding locations within the limits of this project. Location #1 is along the GCP corridor under the NYCTA overpass railroad bridge at the west end of this project. Location #2 is along the northbound VWE connector to the westbound GCP under the existing
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eastbound GCP overpass. Preliminary hydraulic analysis indicates that the potential cause of the flooding is due to the high ground water table in close proximity with Willow Lake, and the pressurized flow in the existing underground drainage pipes under these roadways. Existing ground water table field measurement data is included in the Reference Documents.
The Design Builder is responsible to perform hydraulic analyses to determine the cause of the roadway flooding at Locations #1 & #2 and develop a sustainable solution to eliminate the roadway flooding situation for both locations.
For low point location #1, an option available to the Design-Build contractor, if viable, would be to include as part of the drainage design, the construction of a pumping station near the existing MTA railroad bridge. The pump shall be designed to handle a flow based on a minimum 10 yr. design storm and would be maintained by the NYSDOT. Prior to outfall into the Willow Lake, the project drainage system at this low point location will drain into a stormwater treatment system which will then direct the flow towards the pump. The pump shall discharge the flow into the existing drainage pipe network prior to outfall #1.
For the low point location #2 located along the existing NB VWE connector ramp to the WB GCP, mitigation of the flooding at this location will include maintaining the existing roadway low point to of roadway elevation along this section of road and providing an adequate drainage system along the length of this ramp that will handle the runoff collected at the low point.
The above described conceptual flood mitigation solutions for low points 1 and 2 were developed to eliminate the roadway flooding during the 10-year storm at those locations. The conceptual layouts are shown on indicative plans in Part 6 of the RFP. Existing ground water table field measurement data is included in the Reference Documents. If any of the viable flood mitigation solutions would require electrical power, there are three locations of existing Con Edison service points located within the project limits provided in the drawings included in the Reference Material.
All existing and proposed downspout pipes shall discharge into a catch basin located at ground level at the base of every pier or abutment. The runoff from the downspout will flow onto a concrete splash pad that will direct the flow into the catch basin. In addition, the bottom portions of existing downspout pipes that are located at the base of the piers for the existing viaduct structures within the GCP corridor shall be modified as required to account for any impacts by the construction of this project.
The Design-Builder shall be responsible for the preparation and review of all shop drawings needed for the scope of work subject to NYCDEP approval. The review and approval process shall be in conformance with the Design-Builder’s Quality Control Plan.
Where stormwater drainage patterns will or must be changed from existing patterns, the Design- Builder shall be responsible for securing all necessary permits prior to construction of any drainage facilities.
17.2 STANDARDS
The Design-Builder shall perform the drainage and stormwater activities, including highway, bridge and site systems, in accordance with the Contract Requirements and the applicable
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Standards, Design Codes and Manuals listed in Section 1.6, unless otherwise stipulated in this Project Requirement or otherwise applicable to the Project. Stormwater shall be conveyed from point to point through the use of a single pipe. Smaller pipes in parallel shall not be permitted.
17.3 REQUIREMENTS
17.3.1 Drainage Report
The Design-Builder shall provide a Drainage Report to the Department and any other entities whose facilities will be impacted by the Project in accordance with HDM Chapter 8. The Design- Builder shall be responsible for coordination in advance with any third party to determine the necessary document submission required by the third party. At least two weeks prior to providing documents to any third party, the Design-Builder shall submit a draft Drainage Report to the Department’s Design Quality Assurance Engineer for consultation and written comment.
The Drainage Report shall document the design criteria used, final design basis, and all supporting calculations and computer model output.
17.3.2 Connections to Existing Systems
The Design-Builder shall develop Design Plans and Project Specifications for any connections to existing storm systems. The Design-Builder shall be responsible for calculations performed to ensure there is sufficient capacity to accommodate any increase in flow due to changes in drainage catchment area and/or to land use. This paragraph shall not be construed to relieve the Design-Builder of the obligation to treat runoff water that requires treatment. The Design-Builder shall clean and repair as needed, the existing at-grade drainage system within the project limits to clear any obstructions.
The Design-Builder shall be responsible for pre and post construction video inspection of all existing and proposed drainage facilities within the limits of construction. The inspection shall include all drainage facilities up to the nearest downstream manhole beyond the project limits.
17.3.3 Spill Management
Spill prevention and response measures shall be described in the SWPPP.
17.4 DELIVERABLES
Deliverables shall be as stated elsewhere in the RFP documents.
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SECTION 18 HIGHWAY DESIGN 18.1 SCOPE This project includes reconstruction of ramps and bridges connecting with GCP, VWE, UTP and JRP roadways that have significant operational and safety issues, structural deficiencies and non- standard features. Major deficiencies include stop conditions, poor sight distance, narrow travel lane widths, insufficient shoulder widths, insufficient storage length, short merge and weave conditions, sharp curvatures, steep down grade conditions, low travel speeds resulting in congestion, alignment issues, short or no acceleration lanes, and other geometric deficiencies.
The purpose of the project is to improve the roadway geometries along with elimination of 3 existing stop conditions and non-standard features to address the above average accident rates and improve design speeds and stopping sight distances. The improvements will also address the existing non-standard travel lane widths and non-standard shoulder widths; provide acceleration/deceleration lanes at merge or diverge locations; and provide Americans with Disabilities Act (ADA)-compliant facilities for pedestrians.
The following are the mentioned existing stop conditions:
WB UTP to WB GCP – Eliminate stop condition, add acceleration lane EB GCP to WB JRP – Eliminate stop condition, improve geometry & Stopping Sight Distance (SSD) EB JRP to WB GCP – Eliminate stop condition, improve geometry & SSD
The Design-Builder shall be responsible for the design, construction and reconstruction of the permanent roadway(s) to be constructed within the Project Limits, and any other roads damaged by construction operations, or necessary for permanent operations, all in accordance with the design requirements stated herein. Highway design, construction and reconstruction shall be understood to include the design, furnishing, and construction of all road appurtenances, protections, and safety devices not specifically cited in other Project Requirements.
18.2 STANDARDS
The Design-Builder shall perform the Work in accordance with the Contract Documents and the Applicable Standards, Design Codes and Manuals listed in Section 1.6, unless otherwise stipulated in this Project Requirement or otherwise applicable to the Project.
18.3 REQUIREMENTS
18.3.1 General
The Design-Builder shall be responsible for performing the detailed highway design and construction within the Project Limits in accordance with the Project Requirements set forth herein.
18.3.2 Design Requirements
Design Criteria and Non-Standard Feature Justification for this reconstruction project are provided in Part 7, Engineering Data.
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Criteria for proposed roadways listed in Criteria Design Elements tables, Part 7, shall not preclude the requirements listed herein. All roadways shall have 14’-6” minimum vertical clearance, unless otherwise noted. All design shall meet or exceed the approved non-standard / non-conforming criteria as is shown in Part 7.
Listed below are additional design requirements for the proposed roadway geometry.
1) Mainline EB Grand Central Parkway (GE) Provision for future EB mainline three 12’-0” wide lanes, the minimum curb-to- curb width, including roadway and shoulders, shall not be less than 38’-0,” except under the existing NYCTA bridge.
2) Mainline WB Grand Central Parkway (GW) Provision for future WB mainline three 12’-0” wide lanes, the minimum curb-to- curb width, including roadway and shoulders, shall not be less than 38’-0,” except under the existing NYCTA bridge.
3) NB VWE to WB GCP (Ramp R) Provision for future NB connector three 10’-0” wide lanes with 8’-0” wide left shoulder and 4’-0” right shoulder. Proposed substructures along Ramp ‘R’ shall be located to allow for a minimum curb-to-curb width, including roadway and shoulders, of 42’-0”. Should width could be reduced under the existing EB UTP bridge.
4) EB GCP to SB VWE (Ramp GS) Provision for future SB connector three 10’-0” wide lanes with 4’-0” wide left shoulder and 8’-0” right shoulder, proposed substructures along Ramp ‘GS’ shall be located to allow for a minimum curb-to-curb width, including roadway and shoulders, of 42’-0”. Shoulder width could be reduced under the existing EB UTP bridge.
5) EB JRP to WB GCP (Ramp C) Eliminate on-ramp stop condition onto WB GCP. Provide minimum 470 ft. acceleration lane length. Provide access to existing NYCDEP 66” drainage chamber.
6) EB GCP to WB JRP (Ramp D) Eliminate on-ramp stop condition onto WB JRP. Provide minimum 245 ft. acceleration lane length. Proposed JRP exit shall be a right-hand exit, from the 2-lane EB GCP mainline roadway. No JRP exit permitted from the lanes connecting to the SB VWE.
7) WB Union Turnpike to WB GCP (Ramp Q) Eliminate on-ramp stop condition onto WB GCP. Provide minimum 470 ft. acceleration lane length.
8) WB Union Turnpike to Queens Blvd. Eliminate traffic weaving between WB UTP traffic to Queens Blvd and traffic from SB VWE to WB UTP.
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9) EB GCP exit to EB UTP NYCDOT “Zero Vision Initiative” traffic calming for the EB UTP bridge roadway crossing over EB and WB GCP Provide pedestrian crosswalk crossing GCP service road and the EB UTP on ramp to EB GCP. Provide minimum 231 ft. radius curve from EB GCP exit ramp connecting to EB UTP roadway. Provide three 11’-0” lanes with 2’-0” left and right shoulders and 8’-0” sidewalk on EB UTP overpass.
10) WB GCP exit to WB JRP Exit from WB GCP to WB JRP shall be a 2-lane roadway.
11) Shared Use Path Provide a continuous 13’ path between Park Drive East and Queens Blvd Eliminate pedestrian/bicyclist crossing at SB VWE to Queens Blvd/Union Turnpike Eliminate the existing WB Union Turnpike ramp to GCP Provide 13’ minimum width clear path that is ADA compliant throughout Provide 54” pedestrian/bicycle railing Provide 8’ chain link fence if the path is within 10’ of adjacent highway
18.3.3 Guide Railing, Barrier Systems and Impact Attenuators
The Design-Builder shall remove and dispose of all existing barrier systems and/or impact attenuators within the Project limits, and replace with new barrier and/or impact attenuators systems to current NYSDOT Standards. Any guide rail and barrier systems removed due to the MPT scheme shall be replaced with a new system and new materials.
All existing barrier systems that are removed shall become property of the Design-Builder.
The following impact attenuators shall be used:
1. Expendable Impact Attenuators:
· QuadGuard Standard – Narrow and Wide Hazards (TL2 & TL3). · QuadGuard Non-Standard – Narrow and Wide Hazards (TL2 & TL3). · QuadGuard II – Narrow and Wide Hazard (TL2 & TL3). · TAU II – 24” to 102” Backstop Widths (TL2 & TL3). 2. Reusable Impact Attenuators:
· REACT-350 standard 36” width (TL2 & TL3) (Can be customized to accommodate wider width hazards ). · SCI – 70GM and 100GM (TL2 & TL3, respectively) (24” to 30”standard and 36” to 60” custom Backstop/ Transitions). The SCI is preferred over the REACT 350. 3. Inertial Barrel Modules/ Sand Barrels:
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· Energite III - Universal Module System only. (Arrays based on Design Velocity and Hazard Width ).
18.3.4 Clear zone
The Design–Builder shall document clear zone on the final record plans. 18.4 DESIGN EXCEPTIONS AND NON-STANDARD FEATURES
It is the responsibility of the Design-Builder, in coordination with the Department, to obtain acceptance of any non-standard features included in the final design. Non-standard features that have previously been approved in the Design Approval Document, and are included in Part 7, Engineering Data, do not need to be submitted for approval. The approved non-standard value shall be adhered to.
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SECTION 19 STANDARDS 19.1 GENERAL REQUIREMENTS The Design-Builder shall identify the specific version of each Standard it uses. It is the Design- Builder’s responsibility to obtain clarification of any apparent error, omission, ambiguity or conflict regarding any Standard in accordance with DB §102-2.
19.2 SPECIFIC REQUIREMENTS The Design-Builder shall assume that all provisions of the Standards, including the figures and tables, are mandatory and guidelines contained therein shall be assumed to be requirements. All words such as “should,” “may,” “must,” “might,” “could,” and “can” shall mean “shall” unless the context requires otherwise, as determined in the sole discretion of the Department. It shall be in the Department’s sole discretion to determine when the context does not require a provision to be mandatory.
Except as expressly otherwise provided in the Contract Documents, any reference to NYSDOT under a Standard shall mean the Department.
When a Standard refers to an action being necessary, needed, or recommended, the Design- Builder shall construe the action as required unless the context requires otherwise, as determined in the sole discretion of the Department.
Where reference is made in the Standards to items that are indicated in the plans or special provisions or required in the plans or special provisions, the plans or special provisions shall mean the Design-Builder’s Plans or the Special Provisions.
References in the Standards to approved products or materials shall mean approved by the Department.
All references in the Standards to the inspector, the field inspector, the project engineer, the engineer, the materials engineer, the district materials engineer, the survey crew, the project supervisor, the agency certified technician, the certified plant technician, and the representative of the Office of Materials shall mean the Design-Builder, except as otherwise expressly provided in the Contract Documents or otherwise directed by the Department.
When a Standard refers to an approval of any correction or repair that deviates from the Contract requirements, the Acceptance must be by the Department.
When a Standard refers to items that will be performed or provided by NYSDOT or by a division or employee of NYSDOT, the Design-Builder shall construe the requirements as applying to the Design-Builder unless otherwise specified in the Contract Documents, or unless the context requires otherwise. It shall be in the Department’s sole discretion to determine when the context requires otherwise.
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SECTION 20 SECURITY Section not used.
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SECTION 21 CIVIL INTEGRATED MANAGEMENT (CIM) 3D/4D/5D MODELING
21.1 SCOPE
The Design-Builder shall develop, utilize, maintain and provide all 3D CADD files necessary to produce contract plans for all disciplines in accordance with Department requirements.
In addition to the CADD files used for the preparation of contract plans, the Design-Builder shall perform all tasks necessary to prepare and maintain 3D, 4D and 5D Model(s), and 3D, 4D and 5D animations that:
Provide an 3D animation to be included in the Design Builder’s Technical Proposal to communicate the intended design, construction sequence, with existing conditions within ¼ mile of the project area construction limit including provisions for MPT.
Provide a method of evaluating and monitoring the planned construction sequence linked to the CPM after notice to proceed.
Provide a method of tracking construction progress and payments after award based on a selected number of Lump Sum payment items. The payment structure is based on the percent completion of the CPM schedule. Updates and completion of the 3D modeling and 4D/5D Modeling shall correspond with and be consistent with the Work Breakdown Schedule (WBS) and Work Payment Schedule (WPS).
As part of their Technical Proposal the Design-Builder shall submit a 3D animation and a 4D schedule simulation that presents the key elements of their design concept, approach and coordination with the completion of Kew Gardens Phase 3. The Department shall use the 3D animation and 4D schedule simulation as part of the proposal evaluation process.
After award, the Design-Builder shall further develop, update and keep current the 3D, 4D and 5D Models, and the 3D, 4D and 5D animations linked to schedule and payments to illustrate planned and completed construction activities and costs. The 3D/4D/5D models, 3D, 4D and 5D animations will be used by the Department to track construction progress, assess innovative proposals or constructability scenarios, and to monitor and control schedule and costs during construction. The Design-Builder shall provide the up to date final 3D CADD As-Built Model and 3D GIS As-Built dataset to the Department within 30 days following the Construction Completion date. The 3D GIS As-Built dataset shall include the Major Transportation Asset Class data. Major Transportation Asset Class data includes the following features:
bridges and bridge spans; abutments; pavement; overhead signs; noise barriers; retaining walls; guiderail and bridge rail; large and small culverts
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21.2 STANDARDS AND REFERENCES
The Design-Builder shall perform CADD production of contract plans and 3D/4D/5D modeling and simulation activities in accordance with the applicable Department Standards and Manuals cited unless otherwise stipulated in this Project Requirement.
21.2.1 CADD
All work shall conform to the CADD requirements stated in Consultant Instruction 03-02. In general, this requires that all CADD graphics be generated and provided in the required version of MicroStation (DGN) format currently supported by the Department; and, all electronic engineering data be generated and provided in the applicable InRoads (DTM, ALG, SDB) format currently supported by the Department. The Design-Builder shall submit files adhering to the naming convention, format requirements and procedures defined in the Project Development Manual (Appendix 14) and the Highway Design Manual (Chapters 20, 21 and 22). The Design- Builder shall assume that version upgrades of CADD and related software will occur on a routine basis in order to remain current with the most productive software changes and fixes. The Design- Builder shall update file formats to newer versions of CADD and related software as the Department adopts these versions. The Design-Builder shall assure that the data contained in these files adheres to current standards and procedures for the duration of the project.
All Right of Way (ROW) mapping and survey work completed by the Design-Builder shall conform to the Land Surveying & Procedures Manual. All project base mapping, survey data, coordinate geometry information, parcel maps, terrain data, boundary lines and horizontal control that is collected and/or prepared by the Design-Builder for the duration of the project shall be supplied to the Department in electronic format, whenever available. The electronic format shall supplement, and shall not replace, any other format requirements for these types of project deliverables.
All CADD Resources and Settings files developed by the Department are available on the Department’s website for download and use. The Design-Builder shall establish the configuration and operation of these settings/resource files for their site. The Design-Builders shall periodically check the Department’s website for updates to the CADD Resources and Settings and information pertaining to the most current software and versions.
21.2.2 3D/4D/5D Modeling
The Design-Builder is required to keep the 3D Models current with latest plan milestone submittal and subsequent contract plan revisions during construction phase to support 4D/5D modeling and schedule simulation activities.
3D Models developed to support the 4D/5D model shall be in Bentley Microstation dgn format.
The Design-Builder’s cost loaded progress schedule shall be in Oracle Primavera P6 format maintained on a Third Party Hosting Service P6 database designated by the Department. The payment structure is based on the percent completion of the CPM schedule. Updates and completion 3D modeling and 4D/5D Modeling shall correspond with and be consistent with the Work Breakdown Schedule (WBS) and Work Payment Schedule (WPS).
The Design-Builder shall use Synchro Professional, Navisworks or Bentley Navigator or an approved equal to develop 4D/5D models and 4D Schedule Animations. The Design-Builder shall
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make this software available to the Department with concurrent access to the current 3D/4D/5D models for the contract duration for viewing and assessing progress.
21.3 REQUIREMENTS
21.3.1 CADD/Model Manager
The Design-Builder shall designate a CADD/Model Manager for the Project. The CADD/Model Manager shall manage all CADD production, modeling, animation and schedule and payment simulation activities, 2D and 3D CADD files and models associated with the Project, shall be responsible for directing and reviewing all Project CADD production, modeling, animation and simulation work, and serve as the point of contact for all CADD, modeling, animation and simulation activities. The model manager shall have thorough knowledge and understanding of all aspects of required CADD, 3D, 4D, and 5D modeling, 3D and 4D/5D animations of schedule simulation.
21.3.2 Model Management Plan
The Design-Builder shall prepare and maintain a model management plan that contains:
Strategy and process for model creation, maintenance and control of the model of record;
Software, including CADD, 3D modeling, 4D modeling, and 5D modeling linked with to CPM scheduling and payments;
Change management plan for keeping models current with design document milestone submittals and subsequent revisions;
Quality control and Quality Assurance process for auditing change management of 3D, 4D and 5D models; and
Roles and responsibilities of the modeling team with the Construction Manager, the Construction Supervisor;
Data management plan to include the 3D, 4D and 5D data;
Provide a preliminary model management plan to be included in the Design-Builder’s Technical Proposal;
The final model management plan shall be submitted to the Department for review and approval thirty (30) days after notice to proceed.
21.3.3 Department-supplied Data
The Department will make available the data listed in Table 21.3-1. The Design-Builder shall be responsible for verifying any data used for the Project.
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Table 21.3-1 – Source Data Supplied by the Department
Information Type Format DTM data (Photogrammetry, Survey or LIDAR) tagged in a Photogrammetric Mapping MicroStation 3-D breakline and point file and the InRoads DTM surface file Records Plans Plan sheet records Preliminary Design CADD Bentley MicroStation, Bentley Inroads, DGN, ALG, DTMs Files Survey Bentley Microstation, Bentley Inroads, Leica LGO, and Leica Cyclone software Updated CPM and 4D Model Current CPM and 4D Modeling from KGI phase 3 as from KGI Phase 3 supplemental information 3D Mobile LiDAR Files of the 3D Mobile LiDAR Data collected from KGI phase 3 and for Proposed Project Area and Phase 4 as supplemental information KGI Phase 3
The Design-Builder shall review and check 3D supplemental data to ensure its accuracy.
21.3.4 3D/4D/5D Modeling Deliverables
At a minimum, the Design-Builder shall submit the items listed in Table 21.4-3 3D/4D/5D Modeling Deliverables.
Where applicable, electronic copies of deliverables listed in Table 21.4-3 – 3D/4D/5D Modeling Deliverables shall be supplied as per the specifications given in Chapter 20 of the Department’s Highway Design Manual (Chapters 20, 21 and 22) and Engineering Bulletin (EB) 16-029 CADD Software Standards. All relevant Bentley MicroStation® files (including .DGN files) and Bentley InRoads® files (including DTM, ALG files) shall be compatible with the MicroStation 8i and InRoads 8i software versions.
21.3.5 Definitions
Visualization – A simulated visual representation of a proposed transportation improvement.
3D Model – A virtual three dimensional (3D) geospatially accurate model that contains representations of physical objects in 3D (x, y, and z) as surfaces, shapes or solids. The model that contains representations of physical objects such as roads, bridges, streetlights, sidewalks, buildings, drainage structures, guiderail, signage, utilities (above and below ground) landform as surfaces or solids. 3D models may or may not be parametric depending on the software used to create (author) them. Common types of 3D models include but are not limited to: Existing Conditions Model(s), Design Model(s), and Construction Model(s). Construction Model(s) typically contain temporary site features and equipment.
Model Element (or Object) – Is a piece or portion of a virtual model that represents a 3D component, system or assembly within the facility. Model Elements are often assigned a reference to a specification classification system.
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Level of Development (LOD) – LOD describes the level of completeness and accuracy to which a Model Element is developed. Article 3 of AIA Document E202 contains a complete description of Levels of Development and corresponding authorized uses.
3D Animation – The display of the 3D model components either from a stationary viewer position showing work performed over a given time frame, a walkthrough, drivethrough or flythrough of a virtual environment created by the 3D model. Viewer and 3D object motion and 3D object display are typically defined by the number of frames per second. 3D animation software interpolates position and number of frames between frames to render a series of images that are combined to create a digital video.
4D Model – An aggregation of virtual 3D models that are linked to the current CPM Progress Schedule. The CPM Progress Schedule that is integrated to the 3D model (thus creating the 4D model) shall be kept current (all revisions and updates) through an API interface with Progress Schedule on the Third Party Hosting Service P6 database. The 4D model contains one or more virtual models and at least one link to a CPM schedule. Specific activities within the linked CPM schedule are then related to a specific object or grouping of objects within the virtual model(s).
4D Animation – A 3D animation of the 3D CADD model tied to a CPM progress schedule that shows an ordered, time scaled depiction based on Level of Development / Level of Detail (LOD) of model elements/objects as they are completed which corresponds to actual schedule. Viewer/object motion and display are controlled by parameters of the associated schedule activities and completion status. 4D animations of the planned and actual schedule are produced from 3D CADD and 4D models using specialized schedule simulation software. 5D Model – The 4D Model with the CPM schedule cost loaded to include the payment schedule.
5D Animation – An animation of the 4D model with the CPM schedule cost loading over time in weeks and months showing elements/objects as they are completed that correspond to actual schedule (4D) and payments for the key high level pay item costs related to work completed. Civil Integrated Management (CIM) - the collection, organization, managed accessibility, and innovative use of accurate 3D, 4D and 5D data applied throughout the life-cycle of a transportation facility. CIM may be used by all associated parties for a wide range of purposes, including planning, design, environmental, surveying, construction, maintenance, asset management, risk assessment and project management. Geographic Information Systems (GIS) – A system for capturing, LOCATING, storing, analyzing and managing data and associated attributes which are spatially and geographically referenced to earth. Level of Development / Level of Detail (LOD) – the level of completeness and accuracy that modeled elements are developed. Levels of Development progress from the lowest level, LOD 100, to the highest level, LOD 500. The five levels range from conceptual through ‘As-Built’ with progressively more complete and accurate levels of detail for each level. The levels and their general requirements are described in Table 21.4-1. Progress Schedule – Design-Builder’s Primavera P6 CPM PROGRESS SCHEDULE as required by the Department in accordance with the contract Section 108 CPM PROGRESS SCHEDULE provisions.
Resource Dictionary – A list of major construction Equipment resources, Labor resources - crew level information, Material resources from project design models, and Location resources for work zone areas essential for site area allocation and coordination. These resources are assigned to Activities in the Progress Schedule as well as required 3D graphical representations associated with the 3D Design and 3D Construction Model elements required to visualize the dynamic 3D
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design and site conditions throughout the project from start to finish for clear and accurate visual simulation.
Payment Breakdown Structure – A breakdown of the entire contract value in a level of detail necessary to allocate costs to the CPM Progress Schedule and that accurately correlates to both the 3D Model elements and the ACTIVITIES of the authorized PROGRESS SCHEDULE; and is CONSISTENT WITH THE PBS STRUCTURE PROVIDED FOR WITHIN THE RFP.
Links – The data tags associating the 3D model objects to the resource data objects to the activity or task data objects formed in the 4D Construction Planning and Scheduling Simulation software. Links between activities are also known as dependencies for activity predecessors and successors.
Reference Date – The moment in time viewed in the 4D Construction Planning and Scheduling Simulation on the Initial or Baseline Progress Schedule, the current Progress Schedule, or As- Built Schedule. The moment will be the same regardless of the amount of Progress Schedules views shown in the 4D Construction Planning and Scheduling Simulation at the time of review and analysis.
21.3.6 Visualizations and Computer Generated 3D Animations
The Design-Builder shall be responsible for producing and providing all visual simulations such as photo-simulations, animations and technical media as determined necessary by NYSDOT for the public involvement process in order to facilitate public understanding, to communicate proposed design solutions and associated construction phasing. See also Public Involvement.
21.3.6.1 Photo-Simulations for Public Involvement
The Design-Builder shall be responsible for producing and providing computer-generated geographically and photographically accurate photo-simulations from a minimum of 10 viewer locations of significance. These locations shall be identified by the Design-Builder and approved by NYSDOT during the course of design development, visual impact assessment, aesthetics analysis and construction build-out. All photo-simulations shall be prepared by the Design-Builder from accurate three-dimensional models and shall be high resolution (300 pixels/inch) TIFF format reproducible to poster size (30 inches x 40 inches minimum) print medium as necessary. Photo- simulations shall accurately depict design features such as overall detailed form, scale, proportion, perspective, lighting, reflectivity, shape, dimensioning, color, materials and textures. The Design-Builder shall be responsible for producing day, evening and nighttime visual simulations, which shall include Project design features necessary for stakeholder and public involvement review and, where appropriate, for decision making requirements. The photo- simulations may include but not be limited to bird’s eye perspectives from various locations, drivers’ perspectives from each travel direction and water body perspectives from key upstream and downstream viewer locations.
Photo-simulations shall include the following formats, consistent with all specifications and terminology identified in the AASHTO Visualization in Transportation: A Guide for Transportation Agencies
A) Uncompressed TIFF file format;
B) JPEG files will not be acceptable other than for use in PowerPoint® presentations;
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C) Searchable PDF files;
D) Hard copy prints in sizes between 11 inch x 17 inch to 30 inch x 40 inch as appropriate; and
E) Mounted foam-boards (22 inch x 34 inch) with one printed and mounted copy per board of each identified view, on photo-quality paper.
Photo-simulations may include any of the following;
F) Aerial photographs;
G) Composite image photo-simulation; and
H) Computer generated images from 3D modeling of the virtual environment depicting existing and proposed conditions.
21.3.6.2 Computer-generated Animated Simulations for Public Involvement
The Design-Builder shall provide computer-generated animated simulations to accurately depict both overall and detailed form, scale, proportion, perspective, lighting, reflectivity, shape, dimensioning, color, materials and textures of all design features as well as the motion and operation of transportation modes and traffic volumes at peak hour usage at design speeds. Day, evening and nighttime animated simulations shall include project design features necessary for stakeholder and public involvement review and, where appropriate, decision making requirements. The simulations shall include but not be limited to bird’s eye perspectives from various identified locations, driver perspectives from each travel direction and water body perspectives from key upstream and downstream viewer locations. Animated simulations shall include: pedestrian walk-throughs; drive-throughs from drivers’ perspectives in each travel direction; fly-throughs from various bird’s-eye perspectives as necessary to address design, construction phasing, specific construction sequencing, proposed staging areas, staging area remediation, transportation operations, public involvement or stakeholder issues. The Design- Builder shall provide to NYSDOT sample animated simulations to illustrate the quality and visual fidelity of the deliverables for review and written comment, prior to developing finalized simulations.
The Design-Builder shall be responsible for close liaison with NYSDOT in the development of any scripts to accompany computer-generated animated simulations.
21.3.6.3 Computer-generated Animated Simulations for Public Involvement Deliverables
The Design-Builder shall provide computer-generated animated simulations for various digital medium formats such as DVD, video and webcast video streaming over the internet. All versions shall be formatted appropriately to operate most effectively and efficiently while maintaining best image fidelity to accurately depict overall and detailed form, scale, proportion, perspective, lighting, reflectivity, shape dimensioning, color, materials and textures, of all design features as well as the motion and operation of transportation modes and traffic volumes at peak hour usage at design speeds. See also Public Involvement.
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21.3.6.4 4D/5D Models and 4D/5D Schedule and Payments Animated Simulations at Post-award/NTP
The Design-Builder shall provide detailed 4D/5D models and 4D schedule linked with 5D payments simulations of the Project work suitable for Department’s use in evaluating and monitoring progress of the Design-Builder’s schedule and tracking of key Lump Sum pay items.
The 4D/5D Models and 4D schedule linked with 5D payments simulation shall be submitted along with the Progress Schedule submission as required by the Department for review and approval. The 4D/5D model and 4D schedule linked with 5D payments simulation shall be at a level of detail that is consistent with the level of detail as shown in Table 21.4-1 and available from the ongoing design process and Baseline and Weekly Progress Schedule submission requirements. The 4D/5D model and 4D schedule linked with 5D payments simulation will be kept up-to-date within 5 days following all design submissions and design iterations for progress review, comment and approval as required by the Department.
The Department intends to use 4D (schedule) and 5D (payments) simulated animations for evaluating Design-Builder’s proposed and actual schedule and monitoring progress of the work. The Design-Builder shall work closely with the Department to refine the requirements for 4D schedule linked with 5D payments simulated animation submissions to ensure the end product meets the needs of the Department as work progresses. This effort may require several iterations before the end product satisfies Department requirements. Initial 4D schedule linked with 5D payments simulated animation submission requirements identified by the Department are as follows.
A) The 4D schedule and 5D payments animated simulation file shall contain the 4D/5D model viewpoints and 4D data filters for tasks, resources and 3D objects that support the schedule and pay item queries.
B) The simulation will accurately show and match the primavera progress schedule of the overall plan to complete the project; including where the work will begin and how the work and crews will progress during and through out the project.
C) The simulation will accurately label all calendar days used per task or per resource that controls the work hours per day, days per week, number of shifts per day, number of hours per shift, and holidays observed.
D) The simulation will show how the Progress Schedule accommodates adverse weather days for each month or activity.
E) For multi-year projects, identify the work to be completed in each construction season.
F) A description in text annotation in the simulation linked to the task to be rendered in the simulation coordinated in the simulation view.
G) The 4D/5D simulation will include the area with ¼ mile of the project limits to ensure impact to the community can be effectively ascertained.
The Department intends to use 4D/5D models to track the 20-30 key Lump Sum pay items established with the Design-Builder. This functionality requires that the Design-Builder’s CPM
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Progress Schedule has material (Pay Item) resources assigned to activities, and these activity resource assignments contain the correct costs, units, and Cost Accounts entries. The Design- Builder shall work closely with the Department to develop the detail of defining the WBS, Resources, Cost Accounts, and their activity assignments with Units and Costs, activity physical percent complete, and a project Report from the 4D model that can be generated on a regular basis as a way to verify contract pay estimates.
4D/5D models are created by importing of 3D model(s) and establishing links to a copy of the CPM Progress Schedule. The CPM Progress Schedule is updated through Primavera API integration with the current CPM Progress Schedule on the Third Party Hosting Service P6 database.
4D/5D model(s) shall contain a link to the Design-Builder’s CPM schedule and contain a task list based on schedule activities from the lowest level of the WBS.
Table 21.4-1 contains the recommended 3D models, model content and model Level of Detail (LOD) necessary to support detailed 3D Schedule Simulations. Table 21.4-2 contains 4D/5D modeling deliverables
Table 21.4-1 - 3D CADD, 4D and 5D CIM MODEL LEVEL OF DEVELOPMENT Level of Development Model Content Requirements Authorized Uses (LOD) Overall massing indicative of height, Limited analysis, aggregate Conceptual volume, location and orientation. Massing preliminary cost estimating, LOD 100 will be three dimensional and may include conceptual level scheduling other data and staging Elements are modeled as generalized Approximate assemblies or systems with approximate Preliminary analysis, Geometry quantities, size, shape, location and accurate for cost estimating LOD 200 orientation. Attributes may be linked to and scheduling model elements. Elements are modeled as specific Construction documents, Precise assemblies and are accurate in quantity, detailed quantity take offs, Geometry size, shape, location and orientation. analysis and project Attributes may be linked to model elements LOD 300 management and controls and as required by the Engineer Model based fabrication Fabrication As per LOD 300 plus complete fabrication, Actual cost tracking look- LOD 400 assembly and detailing information. aheads and virtual mock- ups
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Elements are modeled as constructed or ‘As-Built’, field verified accurate Maintenance and assemblies, quantities, dimensions, ‘As-Built’ operations asset shapes, location and orientation. Major management applications LOD 500 transportation asset class attributes are and future planning linked to modeled elements and as required by the Engineer
Table 21.4-2 3D, 4D and 5D Modeling Level of Detail (LOD) Requirements
Discipline Model LOD Comments Exist Conditions Surface Terrain DTM 300 Per Department Standards Exist Conditions Elevated Structure including 300 foundations, piers, abutments, and superstructure Existing Conditions Buildings – Context 300 Existing Conditions Local Streets, other topographic 300 features required for context Civil Local Streets – Paving 300 Civil Grading and Roadway Pavement 300 Per Department Standards Civil Utilities 300/500 As required ITS 200 Lighting/Power 300 Drainage 200 Geotechnical 200 Fences 200 Signage/Striping 200 Landscape Landscape Architectural Design 300 Traffic Work Zones 100 Traffic Staging/MPT /Traffic Signals 100 Structure Substructure (Piers, Abutments, 300 Retaining Walls, Foundations) Structure Superstructure 500 Temporary Structures Temporary Bridges 200 Temporary Staging Falsework, SOE, Equipment 200
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Table 21.3-3 – 3D/4D/5D Modeling Deliverables
Number of Copies Reference Deliverable Delivery Schedule Hardcopy Electronic Section 3D Animation communicating intended design, construction - 1 With Proposal 21.1 sequence and provisions for MPT at Pre-award
Model Management Plan 1 1 Within 30 days of NTP 21.3.2
4D/5D Animation and Report – 1 With Initial CPM Schedule 21.4.2 Initial Schedule 4D/5D Animation and Report – - 1 With Baseline Progress 21.4.2 Baseline Progress Schedule Schedule 4D/5D Animation and Report – Monthly Baseline Progress - 1 21.4.2 Progress Schedule Schedule Updates 4D/5D Animation and Report – - 1 With As-Built Schedule 21.4.2 As-built Schedule 3D CADD As-Built Model - 1 At Construction Completion 21.2.2
As-Built 3D GIS Major - 1 At Construction Completion 21.1 Transportation Asset Class dataset
4D/5D Animation and Report Contains the following items:
A) Transmittal letter to the owner identifying which P6 schedule in the database is being submitted for review.
B) 4D/5D animations with updated CPM schedule and cost loaded payments in wmv file format.
C) The 4D animation file used by the simulation software or 4D/5D modeling software that supports independent editing of the data set used to produce the wmv file(s) and contains submitted 4D schedule simulations.
D) A statement explaining why the schedule completion date is forecast to occur before or after the contract completion date.
E) An explanation stating why any of the contract milestone dates are forecast to occur late and if there is a potential recovery plan for late schedules.
F) When a recovery plan is required the animation will show the actual schedule and the recovery schedule in a side-by-side schedule analysis view in the simulation using the
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same reference date in a single simulation file. It is not acceptable to submit two separate simulations in two files to analyze the proposed or planned recovery schedule.
G) Identify and document the reason and purpose of each constraint, including spatial and location resource, using a combination of narrative and simulation viewpoints.
H) A comparative 4D animation that identifies in side-by-side views with simultaneous reference date control the changes made between the previous schedule submission and the current proposed schedule, including, but not limited to: data date, completion date, activity code assignments, scheduling options, activity descriptions, added activities, deleted activities, added activity relationships, deleted activity relationships, activity original durations, activity remaining durations, activity actual start and finishes, percent complete, constraints, activity resources, activity costs, and activity coding.
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