SPECIFICATION TABLES AND DRAWINGS Sample Clauses

SPECIFICATION TABLES AND DRAWINGS. GENERAL SPECIFICATIONS GRASS SEEDING SPECIFICATIONS GRAVEL AND END HAUL FILL MATERIAL SPECIFICATIONS CLEAR LIMITS AND TYPICAL CROSS SECTIONS CLEAR LIMIT DEFINITIONS FOR EXISTING ROADS STANDARD DRAIN DIP FOR SINGLE LANE ROAD Minimum Curve Radius: Switchbacks: Curves: 50 Feet As marked on the ground Common excavation: Angular Rock: Solid Rock: Maximum tolerance: 1:1 3/4:1 1/4:1 plus 15% minus 0% Favorable: Adverse: 12% 8% Common material: Angular rock: Maximum tolerance: 1-1/2:1 1-1/3:1 plus 15% minus 0% Grades as shown in the Road Log Width: Depth: 3 feet 1 foot Length: Width: 75 feet 7 feet Located as shown in the Road Log or as directed by the Forest Officer Located by Purchaser and approved by the Forest Officer. Spacing will be intervisible as topography allows. Tangents: Curves: Switchbacks: Slough widening: (in addition to usable road surface) 14 feet 16 feet (radius over 75 feet) 20 feet (radius under 75 feet) 22 feet Tangents: 1foot Curves and all fills over 6 feet height: 2 feet. Dimensions: large enough to safely turn around a long wheel base 2-wheel-drive pickup. Location: at or near the end of all dead end roads as approved by the Forest Officer.
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SPECIFICATION TABLES AND DRAWINGS. GENERAL SPECIFICATIONS GRASS SEEDING SPECIFICATIONS GRAVEL AND END HAUL FILL MATERIAL SPECIFICATIONS CLEAR LIMITS AND TYPICAL CROSS SECTIONS CLEAR LIMIT DEFINITIONS FOR EXISTING ROADS STANDARD DRAIN DIP FOR SINGLE LANE ROAD SLASH FILTER WINDROW CULVERT INSTALLATION REQUIREMENTS Minimum Curve Radius: Switchbacks: 50 Feet Common excavation: Angular Rock: 1:1 3/4:1 Curves: As marked on the Solid Rock: 1/4:1 ground Maximum tolerance: plus 15% minus 0% ROAD GRADE MAXIMUM FILL SLOPE RATIO Favorable: 12% Common material: 1-1/2:1 Adverse: 8% Angular rock: 1-1/3:1 Grades as shown in the Road Log Maximum tolerance: plus 15% minus 0% Width: Depth: 3 feet 1 foot Length: Width: 75 feet 7 feet Located as shown in the Road Log or as directed by the Forest Officer Located by Purchaser and approved by the Forest Officer. Spacing will be intervisible as topography allows. Tangents: 14 feet 16 feet (radius over 75 feet) 20 feet (radius under 75 feet) 22 feet Tangents: 1foot Curves and all fills over 6 feet height: 2 feet. Curves: Dimensions: large enough to safely turn around a long wheel base 2-wheel-drive pickup. Switchbacks: Location: at or near the end of all dead end roads as approved by the Forest Officer. Slough widening: (in addition to usable road surface) A. SEED REQUIREMENTS: The Purchaser shall furnish certified noxious weed-free, pure live seed mixture(s) and fertilizer in the amounts shown in Table B-2. Total pounds mixed seed is pure live seed, corrected for germination and purity. Germination and purity tests must have been conducted within the last 6 months prior to delivery. Purchaser shall furnish documentation of germination and purity tests to the Forest Officer prior to application. B. APPLICATION REQUIREMENTS: 1. Fertilizer and seed may be applied with a hand spreader or power blower, which adjusts to distribute seed evenly at the specified rate while limiting application to the desired area. Seed and fertilizer shall be applied separately. Mixing of seed and fertilizer is prohibited. 2. Seed and fertilizer shall be applied as listed in the following tables. In the event weather conditions or time of year are not conducive for successful seed establishment, the Forest Officer may require a different application schedule from the ones stated. 3. Application estimates are approximate figures only to be used for estimating purposes. SEEDING CONCURRENT WITH ROAD CONSTRUCTION Areas shown in this table shall be seeded and fertilized concurrent with initial r...

Related to SPECIFICATION TABLES AND DRAWINGS

  • Technical Specifications and Drawings a) The Goods and Related Services supplied under this Contract shall conform to the technical specifications and standards mentioned in Section VI, Schedule of Requirements and, when no applicable standard is mentioned, the standard shall be equivalent or superior to the official standards whose application is appropriate to the Goods' country of origin. b) The Supplier shall be entitled to disclaim responsibility for any design, data, drawing, specification or other document, or any modification thereof provided or designed by or on behalf of the Procuring Entity, by giving a notice of such disclaimer to the Procuring Entity. c) Wherever references are made in the Contract to codes and standards in accordance with which it shall be executed, the edition or the revised version of such codes and standards shall be those specified in the Schedule of Requirements. During Contract execution, any changes in any such codes and standards shall be applied only after approval by the Procuring Entity and shall be treated in accordance with GCC Clause 33.

  • Working Drawings Not later than 15 business days following the approval of the TI Design Drawings by Landlord, Tenant shall cause the TI Architect to prepare and deliver to Landlord for review and comment construction plans, specifications and drawings for the Tenant Improvements (“TI Construction Drawings”), which TI Construction Drawings shall be prepared substantially in accordance with the TI Design Drawings. Tenant shall be solely responsible for ensuring that the TI Construction Drawings reflect Tenant’s requirements for the Tenant Improvements. Landlord shall deliver its written comments on the TI Construction Drawings to Tenant not later than 10 business days after Landlord’s receipt of the same; provided, however, that Landlord may not disapprove any matter that is consistent with the TI Design Drawings. Tenant and the TI Architect shall consider all such comments in good faith and shall, within 10 business days after receipt, notify Landlord how Tenant proposes to respond to such comments. Any disputes in connection with such comments shall be resolved in accordance with Section 2(d) hereof. Provided that the design reflected in the TI Construction Drawings is consistent with the TI Design Drawings, Landlord shall approve the TI Construction Drawings submitted by Tenant. Once approved by Landlord, subject to the provisions of Section 4 below, Tenant shall not materially modify the TI Construction Drawings except as may be reasonably required in connection with the issuance of the TI Permit (as defined in Section 3(a) below).

  • Drawings and Specifications 9.1 A complete list of all Drawings that form a part of the Contract Documents are to be found as an index on the Drawings themselves, and/or may be provided to Developer and/or in the Table of Contents. 9.2 Materials or Work described in words that so applied have a well-known technical or trade meaning shall be deemed to refer to recognized standards, unless noted otherwise. 9.3 Trade Name or Trade Term It is not the intention of the Contract Documents to go into detailed descriptions of any materials and/or methods commonly known to the trade under “trade name” or “trade term.” The mere mention or notation of “trade name” or “trade term” shall be considered a sufficient notice to Developer that it will be required to complete the work so named, complete, finished, and operable, with all its appurtenances, according to the best practices of the trade. 9.4 The naming of any material and/or equipment shall mean furnishing and installing of same, including all incidental and accessory items thereto and/or labor therefor, as per best practices of the trade(s) involved, unless specifically noted otherwise. 9.5 Contract Documents are complementary, and what is called for by one shall be binding as if called for by all. As such, Drawings and Specifications are intended to be fully cooperative and to agree. However, if Developer observes that Drawings and Specifications are in conflict with the Contract Documents, Developer shall promptly notify District and Architect in writing, and any necessary changes shall be made as provided in the Contract Documents. 9.6 Figured dimensions shall be followed in preference to scaled dimensions, and Developer shall make all additional measurements necessary for the work and shall be responsible for their accuracy. Before ordering any material or doing any work, each Developer shall verify all measurements at the building and shall be responsible for the correctness of same. 9.7 Should any question arise concerning the intent or meaning of the Contract Documents, including the Plans and Specifications, the question shall be submitted to the District for interpretation. If a conflict exists in the Contract Documents, these Construction Provisions shall control over the Facilities Lease, which shall control over the Site Lease, which shall control over Division 1 Documents, which shall control over Division 2 through Division 49 documents, which shall control over figured dimensions, which shall control over large-scale drawings, which shall control over small-scale drawings. In no case shall a document calling for lower quality and/or quantity of material or workmanship control. However, in the case of discrepancy or ambiguity solely between and among the Drawings and Specifications, the discrepancy or ambiguity shall be resolved in favor of the interpretation that will provide District with the functionally complete and operable Project described in the Drawings and Specifications. 9.8 Drawings and Specifications are intended to comply with all laws, ordinances, rules, and regulations of constituted authorities having jurisdiction, and where referred to in the Contract Documents, the laws, ordinances, rules, and regulations shall be considered as a part of the Contract Documents within the limits specified. 9.9 As required by Section 4-317(c), Part 1, Title 24, CCR: “Should any existing conditions such as deterioration or non-complying construction be discovered which is not covered by the DSA-approved documents wherein the finished work will not comply with Title 24, California Code of Regulations, a construction change document, or a separate set of plans and specifications, detailing and specifying the required repair work shall be submitted to and approved by DSA before proceeding with the repair work.”

  • Description of Goods or Services and Additional Terms and Conditions The Contractor shall perform as set forth in Exhibit A. For purposes of this Contract, to perform and the performance in Exhibit A is referred to as “Perform” and the “Performance.”

  • Technical Specifications The Technical Specifications furnished on the CD are intended to establish the standards for quality, performance and technical requirements for all labor, workmanship, material, methods and equipment necessary to complete the Work. When specifications and drawings are provided or referenced by the County, these are to be considered part of the Scope of Work, and to be specifically documented in the Detailed Scope of Work. For convenience, the County supplied specifications, if any, and the Technical Specifications furnished on the CD.

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  • Specification 2.1 The Service Provider shall fully comply with the terms of this Agreement and, is subject to the Specification in Schedule 1. 2.2 Where there is any inconsistency between this Agreement and the Specification, this Agreement shall prevail unless decided otherwise by the Contract Manager and/or the Service user and notified to the Service Provider in writing.

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