PROJECT DESCRIPTION AND BACKGROUND. The Durham Facility Phase 5B2 Project (Project) will primarily include hydraulic and odor control improvements for the treatment facility. The Project impacts SW 85th Avenue in that there will be significant pipeline crossings of the street that will require the street to be torn up at times and not accessible. During the preliminary planning for this Project District and City Planning and Engineering staff met several times to discuss the upcoming Project. During these meetings District and City Engineering staff developed a concept to address the concerns of Durham Facility security and safety for both the general public and District employees. The general concept is to limit vehicular traffic on that portion of SW 85th Avenue located within the Plan District and that bisects the treatment facilities within the Operations Subdistrict as shown in Map 18.650.A of City’s Development Code. The concept also includes traffic calming and redirection at the point where access will be restricted through the use of a cul-de-sac type terminus of regular vehicle traffic while maintaining pedestrian and bicycle access along SW 85th Avenue and the Xxxx Park path. Finally, the Project will result in access improvements off of SW 85th Avenue to the RV dump station that the Durham Facility provides for the community. The concept is generally depicted in Exhibit A.
PROJECT DESCRIPTION AND BACKGROUND. 2.1 HCA will provide one-time funds of $250,000 (FY24) and $750,000 (FY25) to address a severe flooding event that occurred at Evergreen Treatment Services Opioid Treatment Programs (OTP) at 0000 Xxxxxxx Xxx Xxxxx, Xxxxxxx, XX on January 14, 2024. As a result of the flood, the building was closed immediately, and all impacted patients were required to attain necessary opioid treatment at alternate locations.
PROJECT DESCRIPTION AND BACKGROUND. Develop a conceptual identity, signage, way-finding and interpretation Master Plan (Signage/Interpretation Plan) for the Blue Greenway. The Signage/Interpretation Plan will create an appropriate and timeless graphic image and identity for the open space system. The program shall include an adaptable wide range of applications that will integrate the architectural, natural and cultural history of the environment to lead residents and visitors to, and along the Blue Greenway system. The program will provide information clearly, only where necessary and will assist in establishing a sense of connectivity along the network of open spaces.
PROJECT DESCRIPTION AND BACKGROUND. The right mix of salt and freshwater in estuaries is critical to their sustainable productivity. Natural system responses to major hydrologic alterations such as those that have occurred in the Xxxx (and Xxxxxxx) Bay watersheds have resulted in lowered salinities and likely, increased sediment and nutrient loads in the downstream estuaries. The productivity, population dynamics, community composition, predator-prey relationships, and food web structure within the estuarine system are significantly impacted by changes in salinity. These impacts may manifest themselves as loss of seagrasses, reduction in live oysters, shifts in benthic community structure, reduced larval recruitment and survival of fisheries species, and increased frequencies of anoxic conditions. The current Xxxx Bay watershed has been significantly impacted by man-made drainage activities, which increased the efficiency and volume of freshwater being discharged to its tidal estuary. Historical maps indicate that a significant portion of the current watershed has been diverted to the Xxxx Bay watershed by the man-made Cow Pen Slough canal. Sarasota County has embarked on a proactive approach to develop the proper science and community-based vision as a foundation for formulating, evaluating, prioritizing, and implementing watershed management projects. Towards this goal, Sarasota County has recently acquired lands that are strategically located in the watershed and initiated monitoring of freshwater flows to, and natural system and water quality indicators in, the tidal portions of Xxxx Bay. Implementation of this plan will provide a model in watershed management and involve several state, regional, and federal partners, including, in the event of ultimate water supply development, the Regional Water Planning Alliance.
PROJECT DESCRIPTION AND BACKGROUND. The proposed Crane Cove Park will be located in an area designated within the Pier 70 Master Plan. Pier 70 is a 69 acre historic shipyard property located south of Mission Bay, bound by Mariposa Street to the north, Illinois Street to the west, 22nd Street to the south, and San Francisco Bay to the east as shown in Exhibit 1: Pier 70 Site Setting and Location. The Project site is a seven (7) acre site located generally east of Illinois Street between 19th and Mariposa Streets along the Bay shoreline. When complete, Crane Cove Park will be one of several parks along the San Francisco Blue Greenway funded by the 2008 Clean and Safe Neighborhoods Parks General Obligation Bond.
PROJECT DESCRIPTION AND BACKGROUND. The City of Camas seeks to install a traffic signal at the intersection of NW 6th Ave and Xxxxxxx St. to address traffic concerns related to level of service, delays on the side streets, and safety. The project will install a traffic signal and make any ADA upgrades necessary at the intersection in the City of Camas. On May 16, 2014, HDJ Design Group, PLLC (CONSULTANT) was selected by the City of Camas (City) to provide design engineering services for the NW 6th and Xxxxxxx Traffic Signal. The consultant selection also included an option for the City to supplement this agreement for Construction Administration services. The east leg (NW 6th Ave) of the intersection is part of the National Highway System due to its Principal Arterial classification. The west leg of the intersection is an on-ramp and off-ramp to SR 14 and under WSDOT control. CONSULTANT will closely coordinate with WSDOT on the overall design. A 20 year traffic forecast by CONSULTANT will be included and will be incorporated into the final construction plans. Traffic signal warrant analysis will be prepared to verify that the signal meets warrants. As part of the CONSULTANT Team approach, we will coordinate with and seek input from stakeholders. This includes holding a public open house meeting inviting the adjacent property owners and resident/businesses. Pedestrian access is an important issue. This proposal includes a task to provide a survey and 30% design of sidewalk on the north side of NW 6th Ave. from XX Xxxxxxx St. to XX Xxxxx St. In general, the engineering phase will involve, but not be limited to, the following key components and deliverables:
PROJECT DESCRIPTION AND BACKGROUND. The Gallup Airport Master Plan is a comprehensive planning effort with a goal to leverage the return of commercial air passenger service to Gallup, NM through development of an Airport Feasibility Study, Airport Economic Development Plan, Utility and Infrastructure Assessment, and Airport Master Plan including Environmental Review. The Gallup Autonomous Plan will define competitive investment categories where Gallup and an airport asset could provide a unique advantage. Additionally, the Autonomous Plan will focus on investments for sectors requiring strong business passenger connectivity, especially to key technology / business and supply chain destinations; i.e. mobility/technology companies requiring non or one stop connectivity to Albuquerque, Los Angeles, SF Bay Area, Detroit and New York. Lastly, the Gallup Autonomous Plan will focus on potential research and development opportunities that fit the Gallup Municipal Airport.
PROJECT DESCRIPTION AND BACKGROUND. The Landfill was designed and permitted and is operated in compliance with Class III landfill standards set forth in 27 CCR. The City began installing composite liners with the development of Phase III in 1996. A composite liner and LCRS were constructed in Phase III. As-built plans have previously been submitted to the RWQCB as a part of construction reports documenting construction activities. The as-built plans are also on file at the City office. Phases I and II have been closed. Phase III final cover construction is planned to start in 2022. A Partial Final Closure and Post-closure Maintenance Plan for Phase III was prepared as part of the Joint Technical Document (JTD) prepared by ES Engineering Services LLC (ES) in June 2018. The Partial Final Closure Plan provides general design and construction guidance for the closure of Phase III and landfill operations during the service life of the landfill and through site closure. Phase III final cover system from top-down consists of the following elements: • 24-inch vegetative/protective soil cover layer (~ 40,000 cubic yards) • Geotextile separator layer, • 60-mil LLDPE Super Gripnet® geomembrane layer, • Foundation soil layer for Bench Gradient/Width (~ 5,000 cubic yards), and • 6- to 8-inch re-compacted interim cover over refuse. The assumed final cover system layers are based on design information presented on Design Detail Sheet No. D1 contained in the “Watsonville Landfill Phase III Closure Construction Project Drawing Set,” prepared by SWT Engineering, Inc., dated February 2018.
