General Design Criteria. 1. Bikeways shall be designed in accordance with the current standards and guidelines of the Oregon (ODOT) Bicycle and Pedestrian Plan, the American Association of State Highway Transportation Officials (AASHTO) Guide for Development of New Bicycle Facilities, and the Deschutes County Bicycle Master Plan. See DCC 17.48
General Design Criteria. Internal distribution of the domestic water system shall provide a minimum of 15 psi at each plumbing fixture, with water velocities not exceeding eight (8) feet per second for quiet operation. • Provide insulation on internal distribution of domestic water piping and hot water heaters. • Internal domestic water service shall be provided from a developer/developer supplied meter area. • Hot water heaters shall provide 100°F for general usage. Provide mixing valves, tempering valves. All plumbing fixtures shall be as manufactured by American Standard, Xxxxx, Kohler or approved equal. • Provide drain pan and overflow pipe to nearest open site drain or waste stack from hot water heaters serving toilet rooms, miscellaneous sinks, and kitchen equipment. • Drain pan and overflows shall be used for all non-floor mounted heaters. • Faucets shall be electronically controlled. Provide metering low flow faucets. • Tenant Improvement lighting systems shall be provided based on the following guidelines: • Bathrooms shall have lighting consisting of LED or fluorescent down (or up/down) lights, recessed wall wash fixtures or wall sconces; • Secondary corridors shall have fluorescent down or up/down lights; Developer is not supplying improvements of any type, this has been assumed to be the TI improvement supplied by the Tenant • Mechanical Rooms & Storage Areas shall have industrial two (2) T5 lamps fluorescent fixtures with aluminum reflectors; • Public spaces shall have architectural type LED or fluorescent fixtures including pendant lights, down or up/down lights, wall washers and wall sconces; (TI cost except elevator) • All lighting will be controlled by a central EMS system with local timed by-pass switches and in accordance with applicable Energy Codes; • Selected fixtures, exit lights and exit signage shall be wired to 24 hour lighting circuits for emergency, security, and night lighting. (TI cost except at elevator)
General Design Criteria. Throughout the duration of this Agreement, the DESIGN-BUILD TEAM shall endeavor to obtain the most feasible design with appropriate weight and consideration given to safety, reasonable speeds, and construction costs. The hereinabove referred to design criteria are tentative and may be changed for any part or over any portion of the work at the discretion of the STATE.
General Design Criteria. 1. Landlord will specify a standard type sign treatment of the existing sign facia located 10’-0 above the window and/or door line of the store front.
2. No store front or any part thereof shall project beyond the exterior perimeter of the premises, with the exception of signs approved by the landlord.
3. Maximum ceiling height from the top of the concrete floor slab to the finished ceiling shall be ten (10) feet.
4. Signs on the premises shall be in accordance with Landlord’s “sign standards,” which shall contain, among other things, the following:
(a) location of signs
(b) size of signs
(c) a prohibition against all box-type, open-face, non-lighted, incandescent, moving or blinking signs.
(d) shop drawings of all signs to be used must be submitted to the landlord fob approval or revision before fabrication
(e) all signs shall bear a UL label
General Design Criteria. 1. The Controlled Access Freeway is to be designed to a freeway standard (i.e. high speed, free flow, fully access-controlled facility). The minimum design speed is to be 110 km/h. with rural ditches, including the median.
2. The Controlled Access Freeway will be planned to accommodate the following: a highway with a minimum of 8 basic lanes, auxiliary (exit and entry) lanes, rural drainage ditches, storm water detention ponds, interchanges and noise attenuation and major municipal service utilities, as required.
3. A utility corridor will be required for utility purposes (as defined in the AIP).
4. The preliminary and detailed designs for the initial and ultimate stages of the Controlled Access Freeway are to be undertaken in accordance with firstly the Alberta Transportation Highway Geometric Design Guide Manual, then the Transportation Association of Canada Manual where additional information is required.
5. All interchange ramp exits and entrances are to be located on the right side of the Controlled Access Freeway. No left-hand exit or entrance ramps will be permitted.
6. All access is to be accommodated at interchanges. No exit or entrance ramps will be allowed between interchanges or from interchange ramps for individual sites, activities or developments.
7. Only single ramp exits for interchanges are to be provided on the Controlled Access Freeway route. That is, consecutive exits for two different directions are to be combined into a single exit to simplify signing and improve traffic safety.
8. Interchanges are to be designed with complementary return exit/entrance ramps at the same interchange. That is, return movements shall be provided.
9. Interchange exit terminals are to provide appropriate decision sight distance.
10. Alberta Transportation’s documents “Best Practices for Planning and Design of Freeway Facilities” shall be used as a guide to determine appropriate interchange spacings and other freeway criteria.
11. No sidewalks or bikeways paralleling the Controlled Access Freeway are to be provided within the Controlled Access Freeway right of way.
12. Design Speed
General Design Criteria. 2.7.1 The City shall notify Authority of any revisions or additions to City Standards. The Design of each Rearrangement, whether furnished by City or by Authority (or by their consultants or contractors), shall conform to the City Standards and ordinances as defined in Section 1.4.14, together with revisions or additions thereto, which shall be incorporated into the design product pursuant to the provisions in Section 2.7 of this Agreement.
2.7.2 With respect to Rearrangements procured on a Design/Build basis, the Design product shall incorporate any revisions or additions to the City Standards of which City has notified Authority on or before the applicable City Comment Due Date. In the event City does not provide notification within the City Comment Due Date, the Authority shall not be responsible for incorporating such changes, and any such changes shall be incorporated at the cost of City. The Design product also shall incorporate any subsequent revisions of or additions to the City Standards of which City notifies Authority prior to the deadline scheduled by the parties pursuant to Section 2.5 for City’s final comments on the Final Design, provided that (a) such subsequent revisions or additions (i) do not require Design product changes necessitating re-submittal of the Design product to the City and (ii) do not increase the cost of and/or time for Construction as initially estimated or require amendment of, or change order for, any related Construction documents, or (b) such revisions or additions result from changes in federal or state laws, rules or regulations which mandate incorporation of the changes into the Design product.
2.7.3 Intentionally reserved.
2.7.4 City agrees to comply with the provisions of this Section so long as the Project stays within the original general timeline and/or schedule for its design and construction. If for any reason, the Project is placed on hold by Authority for a period of twelve (12) months or more, the City will have the option to review and modify any City Standards from the previous design. The City will not be liable for any costs due to the changes in standards due to this type of project delay.
General Design Criteria. 2.8.1 County and/or District shall notify LACMTA of any revisions or additions to the County Standards, promptly after their formal issuance or adoption. The Design of each Rearrangement, whether furnished by County, District or by LACMTA (or by their consultants or contractors), shall conform to the County Standards identified in Section 1.3.12, together with any revisions or additions thereto which are required to be incorporated into the Design product pursuant to the following provision:
(a) With respect to Rearrangements as to which the Project is being procured on a Design/Build basis, the Design product shall incorporate any revisions or additions to the County Standards of which County and/or District has notified LACMTA on or before the earlier of (i) thirty (30) days after their formal issuance or adoption, and (ii) the applicable Comment Due Date. County and District agree that they shall not adopt any new County Standards, or otherwise amend or supplement any existing County Standards, for the sole or primary purpose of affecting the Project, unless necessary to protect the public health, safety or welfare.
General Design Criteria. 2.8.1 County and/or District shall notify MTA of any revisions or additions to the County Standards, promptly after their formal issuance or adoption. The Design of each Rearrangement, whether furnished by County, District or by MTA (or by their consultants or contractors), shall conform to the County Standards identified in Section 1.3.12, together with any revisions or additions thereto which are required to be incorporated into the Design product pursuant to the following provisions:
(a) With respect to Rearrangements as to which the Subject Transit Project is being procured on a Design/Bid/Build basis, the Design product shall incorporate any revisions or additions to the County Standards of which County and/or District has notified MTA on or before the earlier of (i) thirty (30) days after their formal issuance or adoption, and (ii) the applicable Comment Due Date.
(b) With respect to Rearrangements as to which the Subject Transit Project is being procured on a Design/Build basis, the Design product shall incorporate any revisions or additions to the County Standards of which County and/or District has notified MTA on or before the earlier of (i) thirty (30) days after their formal issuance or adoption, and (ii) the applicable Comment Due Date. County and District agree that they shall not adopt any new County Standards, or otherwise amend or supplement any existing County Standards, for the sole or primary purpose of affecting the Transit Project, unless necessary to protect the public health, safety or welfare.
General Design Criteria. A. The Fuel Cell System design shall be of stationary power plant utilizing the Molten Carbonate Type, Phosphoric Acid Type or other proven technology.
B. Contractor shall provide automatic switchover of fuel from DG to NG and vice versa as and when there is a problem with the quality or availability of DG. Each such switchover shall be automatically logged for future reference. This log should be accessible to plant SCADA system and should be capable of showing the exact reason for switchover, quantity of natural gas consumption between consecutive switchovers.
C. Both the DG and NG flow metering shall comply with PG & E utility grade standards. Fuel Cell System shall have both local and remote emergency gas shut-off control. All mounting hardware and ductworks shall be stainless steel.
D. The Fuel Cell System will be outdoors and shall be exposed to corrosive environment of wastewater treatment plant. All the components should be rated for an outdoor and generally corrosive environment. PPA provider should use material customarily suited for the plant environment.
E. The Fuel Cell System shall be fed digester gas. The Fuel Cell System shall include fuel conditioning and cleaning system.
F. The Fuel Cell System shall have an electrical efficiency of greater than 40 % at rated electrical output
G. Noise level shall be a maximum of 72 dB at 10 feet
H. The Fuel Cell System shall have the maximum emissions: (Nitrogen Oxides) NOx – 0.02 lb/MWh (Sulfur Oxides) SOx – 0.001 lb/MWh (Carbon Monoxide) CO – 0.05 lb/MWh Contractor to supply guaranteed limit on each emission I. All wires and cables shall be labeled at their termination.
General Design Criteria. As applicable, the Consultant shall prepare work in accordance with the latest version of City and/or State procedures, specifications, manuals, guidelines, standard drawings, and standard specifications or previously approved special provisions and special specifications, which include thefollowing TxDOT Roadway Design Manual Texas Manual on Uniform Traffic Control Devices (TMUTCD) TxDOT Standard Specifications for Construction and Maintenance of Highways, Streets andBridges (latest Edition) National Association of City Transportation Officials (NACTO) Urban Street Design Guide andUrban Bikeway Guide AASHTO Guide for the Development of Bicycle Facilities TCEQ Xxxxxxx Aquifer Protection Program City of Dripping Springs / City of Austin / TxDOT: Transportation Criteria Manual (TCM), Drainage Criteria Manual (DCM), Utilities Criteria Manual (UCM), Environmental Criteria Manual (ECM), City Land Development Code, and other City and/or State approved manuals, as may be applicable The Consultant shall continue to update and maintain the Design Summary Report (DSR). Deliverables: Updated/Revised DSR to include new and/or updated design criteria - to be submitted prior to60% review
