Design Guidelines. The Owner’s “Design Guidelines” are as published on the Owner’s website (xxxx://xxxxx.xxxxx.xxx/for-vendors/design-guidelines/). In addition to providing a guide to be used in the preparation of design documents for the Owner’s construction projects, the Design Guidelines also contain regulatory code compliance and other Owner requirements. The “Effective Date” (as noted in Section 2.7 of the Design Guidelines), determining which edition will be used for a given project, is set at the beginning of Design Development and will govern the preparation of construction documents for the project unless noted otherwise. Compliance with the Design Guidelines does not relieve the Design Professional from any of its responsibility.
Design Guidelines. As a guide to the surface constructor, an aggregate grading curve which will give desired characteristics is shown in Figure 2. In addition, Table 1 gives some guidelines for obtaining the desired texture and durability. The grading curve fits the following formula: where: d = square mesh sieve size, in mm dmax dmax dmax = 8 mm for the mean curve = 10 mm for the lower tolerance curve = 6.3 mm for the upper tolerance curve E/ECE/324 Add.8/Rev.2/Amend.1 Regulation No. 9 page 21 In addition to the above, the following recommendations are given:
(a) The sand fraction (0.063 mm < square mesh sieve size < 2 mm) shall include no more than 55% natural sand and at least 45% crushed sand;
(b) The base and sub-base shall ensure a good stability and evenness, according to best road construction practice;
(c) The chippings shall be crushed (100% crushed faces) and of a material with a high resistance to crushing;
(d) The chippings used in the mix shall be washed;
(e) No extra chippings shall be added onto the surface;
(f) The binder hardness expressed as PEN value shall be 40-60, 60-80 or even 80-100 depending on the climatic conditions of the country. The rule is that as hard a binder as possible shall be used, provided this is consistent with common practice; E/ECE/324 Add.8/Rev.2/Amend.1 Regulation No. 9 page 22
(g) The temperature of the mix before rolling shall be chosen so as to achieve by subsequent rolling the required voids content. In order to increase the probability of satisfying the specifications of paragraphs 2.1. to 2.4. above, the compactness shall be studied not only by an appropriate choice of mixing temperature, but also by an appropriate number of passings and by the choice of compacting vehicle. Table 1: Design guidelines Target values By total By mass mass of of the mix aggregate Tolerances Mass of stones, square mesh sieve (SM) > 2 mm 47.6 % 50.5 % ± 5 Mass of sand 0.063 < SM < 2 mm 38.0 % 40.2 % ± 5 Mass of filler SM < 0.063 mm 8.8 % 9.3 % ± 2 Mass of binder (bitumen) 5.8 % N.A. ± 0.5 Max. chipping size 8 mm 6.3 - 10 Binder hardness (see para. 3.2.2. (f)) Polished stone value (PSV) > 50 Compactness, relative to Xxxxxxxx compactness 98 %
Design Guidelines. As a guide to the surface constructor, an aggregate grading curve which will give desired characteristics is shown in Figure 2. In addition, Table 1 gives some guidelines in order to obtain the desired texture and durability. The grading curve fits the following formula: P (% passing) = 100 · (d/dmax) 1/2 Where:
Design Guidelines. The Committee may, from time to time, and in its sole, absolute and unfettered discretion, adopt Design Guidelines and amend the Sign Plan and any Design Guidelines adopted by the Committee, provided, however, that no such amendment shall apply to any previously approved (or deemed approved) Improvement within the Center. The Design Guidelines may include (a) standards and procedures for Committee review; and (b) guidelines for Improvements, which may include, but not necessarily be limited to, guidelines for the architectural design of Improvements, site plans, floor plans and exterior elevations, the size and location of buildings (including setback requirements), the height of buildings (including architectural features), the location and pitch of slopes, requirements for grading, excavation and drainage, the location and capacity of facilities for utilities, parking areas, loading areas and docks, trash areas (including compactor pads), Exclusive Use Areas, landscaping designs and EXHIBIT F -17- PEREGRINE SYSTEMS CORPORATE CENTER [Peregrine Systems]
(i) Improvements existing or under construction on the date of this Declaration; and (ii) Improvements for which the discretionary governmental approvals have been obtained from the City before the date of this Declaration including, without limitation, the five office buildings and the Parking Structure comprising the Carmel Center Office Campus and related Improvements (herein the "Approved Declarant Improvements") approved by the City for construction upon Parcel B and Parcels E, F, G, H, I, J and K pursuant to Carmel Valley Planned District and Coastal Development Permit No. 98-0227 (Amendment to Carmel Valley Planned District, Coastal Development and Conditional Use Permit No. 93-0451) for Xxxxxx Xxxxxx Center (the "XXXXXX XXXXXX CENTER PERMIT").
Design Guidelines. The School Facilities Commission’s Facility Design Standards and Guidelines (Design Guidelines) are hereby incorporated into this Agreement. The District shall ensure that the Project complies with any and all requirements in the Design Guidelines. Where the Design Guidelines are not specific on the type, quantity, or quality of a design element or component, the District shall require the architect to select the most efficient and cost effective type, quantity, or quality of the element or component, subject to approval by the Department. If the District chooses to select an element or component exceeding that approved by the Department, such element or component shall be considered District-Initiated and shall not be funded out of the capital construction budget. If the Project is not covered by the Commission’s existing Design Guidelines, the District shall require the architect to work with the Department to ensure that the design is adequate, efficient and cost effective and shall utilize the Commission's existing Facility Design Standards and Guidelines in doing so to the extent those Guidelines are applicable.
Design Guidelines. Tenant shall consider the Coliseum Design Guidelines developed by the Commission in 2009 (a copy of which is attached as Schedule 11.4) in the design and construction of capital improvement projects, and shall be required to comply with the Department of Interior Standards for Renovation of Historical Landmarks, or any other applicable Laws in effect during the Term.
Design Guidelines. The term “Design Guidelines,” unless otherwise referenced, refers to Exhibit B: The Village at Obey Creek Design Guidelines, a binding Exhibit to the Development Agreement.
Design Guidelines. The architectural and site design standards that are applicable to Development of the Property for the Project as approved by the City Council as the XxXxxxxx Village Planned Unit Development Guidelines and as referenced in the Project Entitlements, which Design Guidelines are set forth in Exhibit C, and as said Design Guidelines may be amended from time to time as provided herein.
Design Guidelines. The Old & Historic District Handbook and Design Review Guidelines (October 2017), currently in use by the City of Richmond’s Commission of Architectural Review, may be used in the review of undertakings under the Stipulations of this Agreement, or additional guidelines may be developed as needed which shall be subject to review under the Stipulations of this Agreement in consultation with the SHPO and consulting parties. When applicable, the principles set forth in the Council’s Policy Statement on Affordable Housing (Appendix 2) shall be taken into consideration by all parties and balanced with the recommendations of these guidelines. All other HUD-funded projects shall comply with standard review protocols, as outlined in the SOPs, and adhere to the Secretary’s Standards.
Design Guidelines. The Public Parties and the Company will agree on a set of design guidelines (the “Design Guidelines”) for the Project. These Design Guidelines shall be generally consistent with the LIC Waterfront Design Guidelines developed by the City’s Department of City Planning. The Design Guidelines shall be reflected in the Development Plan referenced in Section 3 below and will be incorporated into the transaction documents for the Project.
