Methods of Construction Sample Clauses
Methods of Construction. The method of construction of said Fiber Internet facilities shall be subject to the approval of the CITY Engineer. The Fiber Internet cable shall be constructed, repaired, renewed, and maintained by ▇▇▇▇▇▇ at ▇▇▇▇▇▇'▇ own cost and expense in a safe, proper, and workmanlike manner and at such times and in such a manner as not to prevent or interfere with the safe, proper, and convenient movement of traffic. ▇▇▇▇▇▇ shall backfill all trenches, fill all holes caused by shrinkage, remove all excess dirt, and leave the premises in a solid and safe condition. ▇▇▇▇▇▇ shall restore all sodded areas to its original condition by placing slab sod on all disturbed areas and subject to the inspection and approval of the CITY Engineer. If ▇▇▇▇▇▇ shall fail to make any repairs or do any work required of ▇▇▇▇▇▇ by the provisions of this Agreement within ten (10) working days after receipt of written notice from the CITY calling attention thereto and requesting such repairs or work to be done, then the CITY shall have the right to make such repairs or do such work at the expense of ▇▇▇▇▇▇ and ▇▇▇▇▇▇ shall reimburse the CITY for cost and expense of such repairs or work promptly upon receipt of a bill thereof by the CITY to DOBSON. All Fiber Internet cables installed which cross from one side of the public right-of-way to the other shall require permission from CITY to bore under the street. When openings are made adjacent to any street, alley, public way or easement, ▇▇▇▇▇▇ shall, at its expense, furnish barricades, fences, lights, and danger signals and shall take all precautionary measures for the protection of the public. No materials or equipment used in the construction of the work shall be placed so as to endanger the work or prevent free access to all water valves, gas valves, manholes, electric, and telephone in the vicinity. The CITY reserves the right to remedy any neglect, on the part of ▇▇▇▇▇▇ as regards the protection of the work, at ▇▇▇▇▇▇’▇ expense. ▇▇▇▇▇▇ shall place standard identification markers at points where the Fiber Internet cable intersects the CITY's right-of-way boundary. Said marker shall extend a minimum of thirty-six inches (36") above right- of-way surface. ▇▇▇▇▇▇ shall provide the CITY Engineer and Public Utilities Department and the CITY Planning Department with a set of record drawings of the cable facility which shall be reviewed for compliance with this Agreement and the CITY Code. ▇▇▇▇▇▇ will place no additional structures, encroachment...
Methods of Construction. (1) The preferred method of construction is “stick built” on site or houses that are panelized and transported to the construction site.
(2) Modular homes will be considered provided all other requirements of the Agreement have been fully met; the building site is not heavily wooded, and the installation process will not require the removal of an excessive number of trees.
(3) Mobile homes and doublewide mobile homes are prohibited.
(4) Open crawl spaces under homes and houses built on exposed pilings require special consideration by the Architectural Committee.
Methods of Construction. Where there is evidence of discrepancies on the actual elevations and that shown on the Plans, a preconstruction survey referred to the datum plane used in the approved Plan shall be undertaken by the Contractor under the control of the Engineer to serve as basis for the computation of the actual volume of the embankment materials. When embankment is to be placed and compacted on hillsides, or when new embankment is to be compacted against existing embankments, or when embankment is built one-half width at a time, the existing slopes that are steeper than 3:1 when measured at right angles to the roadway shall be continuously benched over those areas as the work is brought up in layers. Benching will be subject to the Engineer’s approval and shall be of sufficient width to permit operation of placement and compaction equipment. Each horizontal cut shall begin at the intersection of the original ground and the vertical sides of the previous cuts. Material thus excavated shall be placed and compacted along with the embankment material in accordance with the procedure described in this Section. Unless shown otherwise on the Plans or special Provisions, where an embankment of less than
1.2 m (4 feet) below subgrade is to be made, all sod and vegetable matter shall be removed from the surface upon which the embankment is to be placed, and the cleared surfaced shall be completely broken up by plowing, scarifying, or steeping to a minimum depth of 150 mm except as provided in Subsection 102.2.2. This area shall then be compacted as provided in Subsection 104.3.3. Sod not required to be removed shall be thoroughly disc harrowed or scarified before construction of embankment. Wherever a compacted road surface containing granular materials lies within 900 mm (36 inches) of the subgrade, such old road surface shall be scarified to a depth of at least 150 mm (6 inches) whenever directed by the Engineer. This scarified materials shall then be compacted as provided in Subsection 104.3.
3. When shoulder excavation is specified, the roadway shoulders shall be excavated to the depth and width shown on the Plans. The shoulder material shall be removed without disturbing the adjacent existing base course material, and all excess excavated materials shall be disposed off as provided in Subsection 102.2.
Methods of Construction. A. Excavation and Backfill shall be as specified heretofore in the specifications.
B. Handling - Pipe and accessories shall be new material which has never been used for any purposes whatsoever. Pipe and accessories shall be handled in such a manner so as to insure delivery in a sound undamaged condition and conforming in all respects with the specifications. Place no pipe or materials inside any pipe. Defective materials shall be removed immediately from job site. Pipe placed along the line of the work shall be placed so as to be as little inconvenience to the traveling public as possible and shall be adequately blocked or staked and guarded with lights.
C. Placing Pipe in Trench - The interior of all pipe shall be thoroughly cleaned before being lowered into trench. Pipe shall be lowered into trench with great care. No trench water will be permitted to enter pipe or fittings. Pipe must be supported over its entire length by a firm foundation. Connections to structures shall be watertight.
Methods of Construction. A. Reference standards included in this Specification section:
1. Pennsylvania Department of Transportation Standard Specifications Publication 408.
a. Section 501: Concrete Surface Course b. Section 676: Sidewalks