Traffic Study. The CITY, through this AGREEMENT, shall require a traffic study from any CITY DEVELOPMENT that may have impacts on the COUNTY’s transportation system requiring mitigation in accordance with this AGREEMENT. Any such CITY DEVELOPMENT shall submit the requested traffic study to the CITY as part of its initial development application.
Traffic Study. This task involves the completion a traffic analysis in support of the proposed on street parking for Roxboro Street and Lakewood Avenue. $25,000.00 Task #4 – 100% Design Documents This task involves creating the construction documents for the layout of the proposed improvements, alterations to the drainage network and scope of signalization. This task includes a refinement of the preliminary opinion of probable cost. $20,000.00
Traffic Study. Master Developer shall fund a Traffic Study with a consultant jointly selected by the Town and Master Developer. The traffic study shall model the traffic impact and expected flows for a number of scenarios including varying usage levels of construction of the project facilities, the impact from the addition of one or more connections to SR 248, safe access for pedestrian and non-motorized traffic, and potential wildlife fencing to minimize wildlife-traffic incidents. The traffic study shall be used by the Town and Master Developer to facilitate the funding of potentially recommended mitigation measures including from third-party sources.
Traffic Study. Developer agrees to contribute Fifteen Thousand Dollars ($15,000) to a traffic study conducted by the City or its agents, for the purposes of exploring opportunities to vacate one or more public streets for the enhancement of development of Outlying Tracts A and B, including but not limited to Commercial Street NE, Xxxxxx Xxxxxx Xxxx Xx Avenue and Tijeras Avenue NE. If the City chooses to conduct such traffic study, it may commence no later than six (6) months following the Effective Date, and Xxxxxxxxx agrees to contribute one-half of the cost of such study up to a maximum of Fifteen Thousand Dollars ($15,000). In the event the Parties mutually conclude the results of the traffic study evidence it is in the best interest of the City to vacate Commercial Street NE, Xxxxxx Xxxxxx Xxxx Xx Avenue and Tijeras Avenue NE, or any combination therewith, the Parties agree to adjust the time period for the UE construction and all associated discount, incentive and claw back periods to allow the Developer to design and obtain final permit (beyond any appeal periods) for the required infrastructure to accommodate such vacation and ensure the best and most viable layout for the UEs. In such instance, the Parties shall enter into an amendment to this Agreement to memorialize the agreed upon vacation terms and adjustment periods.
Traffic Study. Landlord shall reimburse Tenant for one-third (1/3) of the cost of the traffic study prepared by Xxxxxx Xxxxx Associates, Inc. for HWCC attached as Exhibit “I” (the “Traffic Study”). The Landlord shall enact ordinances to accomplish, and pay all cost and expense related to effect, the installation of traffic signals and other proposals made by the traffic engineer in the Traffic Study, as well as the following traffic changes:
Traffic Study. A traffic study will be prepared addressing construction- related traffic impacts relating to the closure of Harkins Slough Road. The scope of work relies upon the following assumptions. Traffic in the area that will be affected by the project consist of the following three types: traffic. Existing traffic volumes on Slough Road, west of Highway 1 are very low. Recent traffic counts indicate that fewer than vehicles use this roadway segment during commute hours. Bridge construction traffic. Bridge construction traffic pertains to construction workers traveling to and from the site, and trucks delivering heavy equipment and materials. Millennium High School construction traffic. Directly adjacent to the new bridge is the construction site of the new Millennium High School. Construction schedules and related traffic flows for the new school and the new bridge will overlap. The project assumes that Xxx Road will be used as the detour route for existing and construction traffic. However, improvements to Xxx Road will be necessary if the bridge construction period extends into the season, since the road is often flooded and unusable for about six months of the year. It is anticipated that the total traffic volumes existing and construction), for which temporary routes will need to be provided, will be very low. It is not likely that construction-related traffic would increase to unacceptable peak hour conditions on roadways or at intersections. Data Collection. 24-hour traffic counts will be collected at the Harkins Slough Road (west of the Highway Xxx Road, and West Beach Street Field observations will be conducted to identify roadway characteristics and conditions in the vicinity of the project Proposal 15
Traffic Study. When the landfill has received waste at an average rate of 2,000 tons per day (or more) for one month, Xxxxxxxx will conduct and deliver to County a traffic study to determine the impact of traffic when the landfill is receiving averages of 2,000 tons per day, 3,250 tons per day and 3,750 tons per day. This study will be completed within four (4) months and will address the impact on the County’s primary roads and the intersections of Xxxxxxxx Road with State Routes 106 and 609 by vehicles going to or from the landfill.
Traffic Study. GMC will utilize the traffic study dated August 24, 2020 that was conducted for the City’s Gateway Corridor Plan for Walnut Ave.
Traffic Study. Xxxxxxxxxxx will also conduct a traffic study for the redevelopment area, including existing traffic counts and predictive traffic analysis for the future development. We will assess and design any improvements necessary to the surrounding existing street grid and intersections for vehicular traffic, as well as look at the pedestrian and bicycle traffic within the redevelopment area and connections to Bloomington’s already robust network.
