Proposed Improvements. References to proposed improvements of any land unless it is clearly indicated that (1) the improvements are only proposed or
Proposed Improvements a. Structure Type: Assume a minimum of 3 alternatives (i.e. no build, prefabricated, concrete/steel). Costs for the “preferred alternative” shall be compared with other alternatives investigated. The cost for the “preferred alternative” shall be prepared using a ‘Bridge General Plan Estimate’ form described in the California Department of Transportation (CALTRANS) Bridge Design Manuals. Rendering or exhibit shall be prepared for each alternative;
b. Aesthetics: Aesthetic criteria as may be dictated by COUNTY shall be implemented. Aesthetics shall be identified in the BTSR;
c. Existing and proposed utility facilities Installations & Relocations:
d. The BTSR shall identify utilities that could be impacted by the Bridge and its approaches. Utility facilities proposed to be installed as provided by COUNTY, or utility companies, shall be discussed as to the feasibility of being included in the Bridge; COUNTY will provide utility coordination with agencies.
e. Hydraulics Analysis: Based on hydrology information provided, evaluate hydraulics capacity of the bridge and design for appropriate freeboard to meet current County standards.
f. Discussion of hydraulics, sedimentation, scour, conclusions and recommendations, and references.
g. Constructability: Constructability of the Bridge crossing shall be evaluated. Issues to address include: access to the site for heavy equipment; traffic and road detouring issues and concerns; construction phasing and sequential demolition; and minimizing work in the creek as required from the environmental permits; Include sensitivity of site and impacts to community for any potential road closures.
h. Right-of-way: Determine any right-of-way requirements for bridge footprint, including temporary construction easements, and potential staging areas. At a minimum for Silverado Canyon Road Bridge over Xxxxxxxx Creek (55C-0172), A-E shall support right-of-way efforts by preparing exhibits for coordination purposes with County Real Estate and Survey departments.
Proposed Improvements. The proposed improvements included in the Project include, but are not limited to, the following:
A) Pavement Construction
Proposed Improvements. Quantity Unit Construction Cost Total Cost Assessments General Obligation Reimbursements Project Name: SID #: Phase: Date: R&R Commerce Park 330 SUF - Phase 4 September 19, 2017 Sanitary Sewer Storm Sewer Sidewalks Water Power Park Fees Review Fees Total $ 1,061,611.47 $ 1,459,855.04 $ 158,790.85 $ 436,883.36 $ 864,180.82 ASSESSABLE VAL UATION Total Valuation = $ 18,000,000.00 Total Assessed Valuation = 95% $ 17,100,000.00 General Obligation = $ 436,883.36 Special
Proposed Improvements. If the property appraised consists of proposed improvements, Client shall provide to Appraiser plans, specifications, or other documentation sufficient to identify the extent and character of the proposed improvements.
Proposed Improvements. If the property appraised consists of proposed improvements, which are to be included in the valuation, Client shall provide to Appraiser plans, specifications, or other documentation sufficient to identify the extent and character of the proposed improvements. If the property appraised is currently under contract for sale, Client shall provide to Appraiser a copy of said contract including all addenda. If the property appraised is currently listed for sale, Client shall provide Appraiser a copy of the listing agreement as well as any sales brochures, or similar marketing materials.
Proposed Improvements. In principle the Council will agree to the lessee improving the facilities at the athletics track, including the replacement of the pavilion, in accordance with current drawings, subject to planning permission and any statutory consents required. In addition the Council will make a payment to a maximum of £300,000 in relation to the upgrade to the Athletic Track in accordance with the condition report dated January 2017 by XXX
Proposed Improvements. The proposed improvements consist of constructing a separated multi-use path that will run mostly in an easement parallel to the west side of High Cross Road. At certain locations, such as at intersection crossings and a portion of the path north of Stone Creek Boulevard, the multi-use path will be located within the High Cross Road right-of-way. The multi-use path will be an eight foot wide path with two foot earth shoulders. The project will also include the installation of a 75’ long x 12’ wide steel truss pedestrian bridge across a drainage ditch adjacent to the Po’Boys Restaurant and Sports Complex. The path surface will be primarily hot-mix asphalt with some sections of Portland Cement Concrete at select locations.
Proposed Improvements. 2
3.1 Project Scope A 2 3.2 Project Scope B 3
Proposed Improvements. At Feasibility Stage, an initial assessment of foundations is required. This assessment does not require detailed calculations, rather a high level appraisal of the following: • Adequacy of the ground model to assess global stability of the structure; • Adequacy of the ground model to assess settlement of foundations for integral structures. This includes immediate and long term settlements and influences the type of structure proposed; • Buildability of each of the proposed structures (also accounting for the access routes of each construction site).
