Street Construction Sample Clauses

Street Construction a. Streets within the PRD shall be private and constructed with the following requirements: Right of Way Paved Width Sidewalk (one side) Planting Strip Material Streets fronting lots 41 feet 30 feet 5 feet 3-4 feet Asphalt1 Other streets 30 feet 24 feet N/A N/A Asphalt1 (i.e., within critical areas and associated buffers) In the event hydrants are located in an area with 24-foot wide streets, the width of the street must be expanded to a minimum of 26 feet for a distance of 10 feet on each side of any hydrant. No parking is permitted adjacent to fire hydrants, and this restriction must be clearly marked with signs or pavement marking. b. A 6 inch vertical cement concrete curb is required along road frontages where sidewalks are present to provide pedestrian protection from vehicle traffic. Rolled curb is not permitted as a substitute for this requirement. c. Street trees will be required within the dedicated public utility easement adjacent to the street, pursuant to Section 18.14.120 LMC. A minimum of one street tree is required per 1 As provided in Condition 16 of the preliminary PRD approval, the asphalt pavement is to be pervious/permeable, and the CC&Rs will address such use and the Association’s responsibility to maintain the same. lot, and there shall be a maximum of 50 feet between each tree; provided, however, trees shall not be placed so as to block view triangles. The CCRs clearly address the responsibility of adjoining property owners to maintain the street trees. d. All streets within the PRD shall be posted as private. e. Condition Number 12 of the preliminary PRD approval erroneously stated that the traffic study submitted in connection with the application was conducted with the assumption of 35 homes rather than 40, and provided that the Developer would be required to provide an updated traffic study consistent with the final lot. However, it is acknowledged that the Traffic Study by Xxxxxx Traffic Consultants dated April 2020 was specifically premised on forty (40) lots, and accordingly that condition is deemed satisfied. f. If Developer proposes a frontage improvement plan different from City standards, it must provide adequate turn-around within public right-of-way and address the parking, life safety, delivery, waste collection, and other needs of the proposed development. Any proposed alley shall be private, with a minimum clear width of 24-feet. g. Additional right-of-way may be needed to address west bound right turn movements. The ...
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Street Construction. RECOMMENDATION BACKGROUND CONTRACT INFORMATION
Street Construction. The DEVELOPER, hereby, agrees to construct and improve the streets shown on the Plans to comply with the construction standards of the CITY and to the satisfaction and approval of the CITY Engineer by grading, draining, subgrade preparation, base preparation, curb and gutter, signage, striping, signalization sidewalk installation and paving with the required amount of material the full required width. The DEVELOPER further agrees to pay the cost of all engineering, inspection and laboratory cost incidental to the construction of subdivision streets including but not limited to material and density testing. 1. It is agreed and understood that all grading within the street right-of-way and public easements shall be completed before the utilities are installed. 2. The DEVELOPER further agrees to furnish and install asphalt base and a final asphalt surface course (wearing surface) in accordance with the Subdivision Regulations. The final surface shall be placed at least one (1) year (twelve (12) consecutive months) after final plat approval, but not more than two (2) years (twenty-four (24) consecutive months) unless a time extension is requested, and approved by the CITY. The DEVELOPER may request to install final surface within the first twelve months of acceptance if building activity is seventy-five (75) percent complete or otherwise specifically approved by the CITY. 3. The DEVELOPER further agrees to make all necessary adjustments to manholes and valve boxes to meet finished surface grade and to repair subsurface or base material, as required, in areas recommended by the CITY Engineer, prior to application of final surface. It is further agreed and understood that if it is not necessary to change the existing grade or disturb the pavement of an existing street or road, the DEVELOPER shall only be required to construct drainage, grade, gravel and pave to match the existing pavement and construct sidewalks and curb and gutter as required. If the existing grade is changed, the DEVELOPER shall be required to grade, gravel and pave the full width of said street.
Street Construction. All streets shall be paved according to the construction standards of the Town.
Street Construction. If shown on the Plan, Developer will provide street construction in accordance with the regulations of the Pennsylvania Department of Transportation (“PennDOT”) and the Township in accordance with the Plan for those streets which are Improvements. Xxxxxxxxx agrees that no street construction will be performed by Developer until all curbs, if any, and underground utilities, if any, are in place and trenches have settled.
Street Construction a. Total length of street constructed, in feet, listed individually by street name. b. Total cost of street constructed, listed individually by street name. Cost should include mobilization, traffic control, excavation, crushed aggregate, pavement, sidewalks, street markings, signing, restoration and incidentals c. Total length of concrete curb and gutter installed, in feet, listed individually by street name d. Total cost of curb and gutter installed, listed individually by street name.
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Related to Street Construction

  • Law; Construction This Agreement and any claim, counterclaim or dispute of any kind or nature whatsoever arising out of or in any way relating to this Agreement (“Claim”), directly or indirectly, shall be governed by, and construed in accordance with, the internal laws of the State of New York.

  • Contract Construction 6.27.1 The parties acknowledge that each party and its counsel have reviewed this CONTRACT and that the normal rule of construction to the effect that any ambiguities are to be resolved against the drafting party shall not be employed in the interpretation of this CONTRACT or any amendment or exhibits hereto.

  • General Construction 20.2.1. Binding Nature.............................................. 20.2.2. Entire Agreement............................................ 20.2.3. Governing Law............................................... 20.2.4. Indulgences Not Waivers..................................... 20.2.5. Titles Not to Affect Interpretation......................... 20.2.6.

  • Liberal Construction The Covenants hereof shall be liberally construed to promote and accomplish the objectives set forth in the Recitals.

  • Project Construction The Contractor agrees to provide continuous on-site supervision on each Job Order, while progress on the project is being accomplished. The Contractor’s Project Manager will ensure: 1. Coordination and providing supervision to all Subcontractor and workers; 2. Posting of the prevailing wage scale; 3. Maintaining a copy of the Contractors safety program manual made available to all construction personnel; 4. Conducting weekly on-site safety meetings; 5. Completing the daily labor and construction progress log on a daily basis and submit copies to the County on a daily basis. Copies of the previous day’s reports must be submitted by 9:00AM of the following day. a. Daily labor log is to include a listing of Subcontractor(s) and a count of workers by trade providing services for the day. b. Construction progress log is to include a narrative of the Work provided by trade(s). Narrative agrees to include the various areas of the jobsite where Work was performed and any problems or conditions that were encountered. c. In the event the Contractor fails to provide a daily log and/or construction progress log, the County may impose damages against the Contractor in the amount of fifty dollars ($50.00) for each log and deduct from the Contractor’s payment request, for each day the Contractor does not provide the documentation. 6. County may suspend Contractor operations if no Contractor Superintendent is observed. All delays caused by the suspension will be the responsibility of the Contractor. No time extension or claims for cost(s) associated with the suspension will be granted by the County.

  • ICIF Construction The ICIF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Parties agree on another mutually acceptable deadline, Interconnection Customer shall deliver to Transmission Provider and Transmission Owner “as-built” drawings, information and documents for the ICIF, such as: a one-line diagram, a site plan showing the Generating Facility and the ICIF, plan and elevation drawings showing the layout of the ICIF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Interconnection Customer’s step-up transformers, the facilities connecting the Generating Facility to the step-up transformers and the ICIF, and the impedances (determined by factory tests) for the associated step-up transformers and the Generating Facility. Interconnection Customer shall provide Transmission Provider and Transmission Owner with Interconnection Customer’s specifications for the excitation system, automatic voltage regulator, Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

  • DAF Construction The DAF shall be designed and constructed in accordance with Good Utility Practice. Within one hundred twenty (120) Calendar Days after the Commercial Operation Date, unless the Developer and Connecting Transmission Owner agree on another mutually acceptable deadline, the Developer shall deliver to the Connecting Transmission Owner and NYISO “as- built” drawings, information and documents for the DAF, such as: a one-line diagram, a site plan showing the Large Generating Facility and the DAF, plan and elevation drawings showing the layout of the DAF, a relay functional diagram, relaying AC and DC schematic wiring diagrams and relay settings for all facilities associated with the Developer’s step-up transformers, the facilities connecting the Large Generating Facility to the step-up transformers and the DAF, and the impedances (determined by factory tests) for the associated step-up transformers and the Large Generating Facility. The Developer shall provide to, and coordinate with, Connecting Transmission Owner and NYISO with respect to proposed specifications for the excitation system, automatic voltage regulator, Large Generating Facility control and protection settings, transformer tap settings, and communications, if applicable.

  • Strict Construction The parties to this Agreement have participated jointly in the negotiation and drafting of this Agreement. In the event an ambiguity or question of intent or interpretation arises, this Agreement will be construed as if drafted jointly by the parties, and no presumption or burden of proof will arise favoring or disfavoring any party by virtue of the authorship of any of the provisions of this Agreement.

  • Neutral Construction Neither party hereto may rely on any drafts of this Agreement in any interpretation of the Agreement. Both parties to this Agreement have reviewed this Agreement and have participated in its drafting and, accordingly, neither party shall attempt to invoke the normal rule of construction to the effect that ambiguities are to be resolved against the drafting party in any interpretation of this Agreement.

  • New Construction If this contract is for a Property that is newly constructed and the new construction option is selected, coverage begins on day one (1) of month thirteen

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