Project Details. 1. Representatives
Project Details. Project Name: Developer Name: Project Address: Project Description: Property Unit Mix: No. of Bedrms DR-MHP Assisted Units Restricted (including DR-MHP Assisted Units) Non- Restricted Units Total Units Rent Utility Allowance Net Rent (gross – util. allw.) Annual Net Rent Income Limit % AMI % AMI % AMI % AMI % AMI % AMI 0 Market Rate 0 Mngr. Unit Totals
Project Details. The Design-Build Project consists of replacing a total of eight (8) bridges located in Xxxxxxxx and Xxxxx Counties. Bridge No. 500145 shall be replaced on new alignment to the east side of the existing structure and utilize the existing structure as an on-site detour. Bridge No. 500432 shall be replaced by either (1) constructing the bridge in stages to maintain traffic on-site or (2) constructing a temporary one-lane two way on-site detour. The remaining bridges shall be constructed in place with off-site detours. The Design-Build Team shall be responsible for designing and constructing the bridge approaches to tie the new structures into the existing pavement in accordance with the NCDOT Sub Regional Tier Design Guidelines for Bridge Projects dated February 2008, as applicable, current NCDOT design standards, and NCDOT policies. The Design-Build Team shall make every effort to stay within the existing maintenance limits to reduce or eliminate the need for additional right of way or easements. All bridges are considered subregional. The Design-Build Team shall use Design Speed (unless otherwise noted herein), ADT, Travel Lane Width, and the Paved Shoulder Width as shown in the table below for the full length of the construction limits. The Design Build Team shall use the Out to Out Bridge Width as specified in the Structures Scope of Work. The lanes shall be striped to match existing travel lane widths. County Bridge No. Route Design Speed (mph) ADT Travel Lane Width (ft) Paved Shoulder (ft) Xxxxxxxx 500046 SR 1124 55 345 11 0 Xxxxxxxx 500141 SR 1550 45 10,600 12 4 Xxxxxxxx 500145 SR 1555 50 15,300 12 4 Xxxxxxxx 500216 SR 2143 55 900 10 0 Xxxxxxxx 500231 SR 2159 40 150 11 0 Xxxxxxxx 500243 SR 2123 50 1000 10 2 Xxxxxxxx 500432 SR 1738 30 130 10 0 Xxxxx 950133 SR 1127 55 1400 10 2 At a minimum, the Design-Build Team shall construct full depth pavement in all areas of pavement removal, widening or re-alignment. In no case shall the existing pavement width be narrowed. At Bridge No. 500145, the Design-Build Team shall wedge/overlay a minimum of 100 feet beyond the alignment ties. At Bridge No. 500145, the Design-Build Team shall use a maximum superelevation of 4%. C203949 Roadway Scope of Work Xxxxxxxx and Xxxxx Counties At Bridge No. 500145, the Design-Build Team shall provide a full 12-foot center turn lane across the bridge and approach slabs. On the southern approach, the Design-Build Team shall taper out the center turn lane symmetrically...
Project Details. INSTRUCTIONS: Complete the following table with details of the project. Name of the partner <Partners to insert the name of their organization> Sector <Choose a sector><Choose a sector> Project name <Insert title of project> Location <Specify the state and district where the project was undertaken > Reporting period <Insert the period covered by the report (Please refer to quarter as the financial quarter and not project quarter) Report compiled by <Insert the name and designation of the person who prepared this report> Date submitted <Insert date>
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Project Details. The Design-Build Team will be responsible for all structures necessary to complete the project in accordance with the table provided herein. Reference the Project Special Provision entitled “Measurement and Payment” for a description of pay items and resolution of differences between the quantities and data provided herein and the final design prepared by the Design- Build Team and approved by the Department. Bridge length is based on an assumed end bent cap depth of 2’-6” for Bridge Nos. 500141, 500145, 500216, 500231, 500432 and 950133. The bridge length for Bridge Nos. 500046 and 500243 are based on an assumed end bent cap depth of 4’-0”. All bridges shall be cored slab or box beam. Superstructure depths may vary per span if necessary. A girder bridge would be permitted at Bridge No. 500145 if Bid in accordance with the Project Special Provision Alternate Lump Sum Bid. Except at Bridge No. 500145, the bridges shall have a bituminous concrete overlay riding surface. At Bridge No. 500145, shall have a concrete overlay riding surface. All interior bent steel piles shall be galvanized in accordance with the Structures Management Unit Manual. Except at Bridge Nos. 500141 and 500243, Design-Build Team shall provide a 42-inch Vertical Concrete Barrier Rail per Structures Management Manual. At Bridge Nos. 500141 and 500243, the Design-Build Team shall provide NCDOT standard 2-bar metal rail on both sides. Precast Barriers will not be allowed. At Bridge Nos. 500145 and 500243, the Design-Build Team shall provide a center span in order to span the channel. Reference the Environmental Scope of Work for additional environmental commitments for Bridge Nos. 500145 and 500243. Note that the bridge lengths in the table below are from fill face to fill face and therefore may require adjustment to the length on any cored slab standard that the Design-Build Team may wish to use. In lieu of adjusting these beam lengths, and at no additional cost to the Department, the Design-Build Team may elect to use the cored slab 5 foot increment standards and lengthen the fill face to fill face dimension as needed. Regardless of the method chosen, the Design-Build Team shall ensure that the model used for FEMA compliance includes the correct span lengths and end points (end of beam). Structure Number Site Description Out- Out Width (ft) Fill Face to Fill Face Length (ft) Bent Placement Limitations # of Spans End Bent #1 Foundation Length (& est. tip elev.) End Bent #2 Foundation Lengt...
Project Details. A. Please describe how your agency plans to use these funds as well as the direct services the agency plans to offer using these funds. Please be specific. FLCRC has provided the Youth Ambassador Leadership Education (Y.A.L.E.) program for six consecutive years. Funding for this grant will be utilized to provide continued support services to 25 youth and their families. Approximately, 40% percent of the Y.A.L.E. are crime victims. Likewise, funding for this grant will support the direct services such as advocacy, counseling and educational support services in a safe environment. Y.A.L.E. is a student-led program designed to promote countywide leadership opportunities for students to be actively involved with planning and implementing community initiatives. Leading the Way through Service Learning is the Y.A.L.E. motto! Y.A.L.E. links students in grades 5th through college level to various activities related to character education, diversity, leadership, service learning and college and career readiness. We served a total 126 students and 55 families over the past five years. Furthermore, FLCRC utilizes a positive and proactive approach to addressing trauma- related issues with youth and crime victims. National trends show that mental health and wellness is a growing concern in our communities. FLCRC has provided counseling, educational and advocacy support services to over 300 crime victims since 2017. In August 2021, we loss a young client and youth leader with a very promising future who was a silent victim of domestic violence. Currently, we are working with the family and youth leaders who were with her for a service-learning volunteer event just days before her untimely death. FLCRC's staff frequently respond to crisis related situations and provide support services throughout the program. This month, FLCRC provided a Crisis Response Team in a local school district and will continue to support the district throughout 2022. In 2020, FLCRC developed a mobile friendly App to pivot crime victim services to a virtual platform to continue services and ensure safety with our engagements. This grant funding would also support the monthly App maintenance fees and technology expenses associated with the virtual platforms.
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