HAND‐HOLES Sample Clauses

HAND‐HOLES a. Hand‐hole shall be placed within 30’‐0” of the entrance wall. b. Hand‐hole shall be a minimum of 3’‐0” x 3’‐0” and 1’‐6” deep.
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HAND‐HOLES. A. Hand-hole structures shall be made from high density polymer concrete, with a minimum depth of 12 inches. Oldcastle Synertech (Model S1730B12FA), Xxxxxxx (Model PG1730BA12), or approved equal. B. Electrical hand holes shall be furnished complete with conduit sleeves, reinforcing steel, frames and covers, drain sumps and other associated items as specified herein and as shown in the Contract Drawings and Specifications. C. Precast units shall be the product of a manufacturer regularly engaged in the manufacture of precast concrete products. 1. Hand holes may be precast monolithically and placed as a unit; or, they may be of assembled sections, designed and produced by the manufacturer in accordance with the requirements specified herein. All structures shall be identified with the manufacturer's name embedded in, or otherwise permanently attached to, an interior wall face. 2. Design for assembled units: Precast structures shall be designed in accordance with ACI-318 and shall be based on the following properties: a. Angle of internal friction equals 30 degrees. Unit weight of soil equals 110 pounds per square foot. 260544 - 3 Addendum No. 8 b. Lateral at rest earth-pressure coefficient equals 0.50 above water-table, equals 0.90 below water-table. D. Sump xxxxx shall be provided in all hand holes and shall be 12 inches square and 4 inches deep. E. Hand-hole sections shall conform to AASHTO Ml99 specification, except as modified herein. F. Hand-hole frames and covers shall be high density polymer concrete, suitable for Tier 22 loading. Covers shall be vented for atmospheric testing as shown in the Contract Drawings and Specifications. Each cover shall be casted with the logo as indicated in the Contract Drawings and Specifications.

Related to HAND‐HOLES

  • Scratches appliance malfunctions and any resultant leak there from; (R) any stain, soiling or damage resulting from everyday use or which has built up over time, e.g. hair, body or suntan oils and/or lotions; (S) signs of soiling include darkened areas where the body comes into contact with the furniture (these darkened areas are signs of soil build-up, which is not covered); (T) general maintenance and overall cleaning of the furniture is the consumer’s responsibility; (U) damage due to harsh or corrosive chemicals; (V) acids, including without limitation, dyes and inks (except ballpoint), plant food and fertilizer and bleach, gum; (W) any non-operating part or decorative parts such as hinges, knobs, handles, or shelves; (X) coverage under another insurance program; (Y) delivery and/or redelivery and/or loss or damage to the Covered Product while in the course of transit; (Z) design deficiency; (AA) fabrics with “X” cleaning codes and non-colorfast fabrics and leathers; (AB) odors; (AC) variation of the color, or graining of wood or wood products, marble or leather; (AD) split leathers used in seat cushions, back cushions or top or inside arm areas; (AE) natural markings on leather, such as, healed scars, insect bites, brand marks or wrinkles, or suede, and leathers with embossed patterns other than those stimulating natural cowhide; (AF) non- bovine leathers, and other buffed leathers; (AG) stains, color loss or damage resulting from cleaning methods or products (detergents, abrasives or other harsh cleaning agents) other than those recommended by the furniture manufacturer; (AH) stone or sand abrasion; (AI) loss or damage resulting from: pre-existing conditions known to You; (AJ) wear related issues, such as but not limited to, fading, wear, seam separation, stress tears, loss of foam resiliency, pilling or fraying of any fabric on all types of furniture; (AK) color loss or cracking and peeling on any leather or vinyl; (AL) splits or bi-cast leather; (AM) furniture that is used for commercial, institutional, outdoor or rental purposes; (AN) Customer’s Own Material furniture; (AO) wicker, rattan, and teakwood furniture; (AP) massage chairs; (AQ) stains or damage to suede, split-grain leather hide or exotic leathers; (AR) manufacturer quality issues such as stress tears, fabric flaws, fading, color loss or change, loss of foam or resiliency, cracking and peeling of leather or vinyl, natural leather markings, and defects in design and workmanship; (AS) Stains or damage that occur during assembly, delivery, installation, before furniture is delivered to your residence, while the furniture is located outside of your residence, while the furniture is in storage or being moved to or from storage or between residences; (AT) Wear & Tear caused by repeated use such as scuffing, soiling, hair/body oil, perspiration, surface abrasions, pilling or fraying of fabric, loose joints; (AU) Stains or damage covered under any manufacturer warranty, recall, homeowner, renter or other insurance policy; (AV) Stains or damage caused by structural problems, appliance malfunctions, Acts of God or natural disasters, theft, vandalism or illegal activity (AW) Stains or damage caused by independent contractors

  • Sprinklers Subject to any terms, conditions and limitations set forth herein, Landlord shall provide an operative sprinkler system consisting of mains, laterals, and heads “AS IS” on the date of delivery of the Premises to Tenant. Tenant shall pay for piping distribution, drops and relocation of, or additional, sprinkler system heads and Building firehose or firehose valve cabinets, if Tenant’s Plans and/or any applicable Laws necessitate such.

  • Trees 1.1. The Tenant shall not without the written consent of the Council cut or prune any trees, apart from carrying out the recognised pruning practices of fruit trees. 1.2. The Tenant shall not plant any trees other than dwarf fruiting trees and or fruiting bushes without the prior consent of the Council.

  • FLOORING All Bed Rooms, Dinning-cum-Living, and would be finished with Ivory Vitrified tiles (24'' X 24'') flooring and 4'' skirting. Bath-room, Kitchen & Balcony would be finished with Ivory Ceramic tiles (12'' X 12'') flooring. The walls of the Toilets/Bathrooms would finish with white glazed tiles in 60'' height. Roof would be finished with roof tiles.

  • Irrigation An irrigation reduced pressure zone (hereinafter referred to as “RPZ”) is required for any irrigation systems and must be installed by the Developer and/or eventual lot owner and tested in accordance with the Minnesota Department of Health Guidelines for Designing Backflow Prevention Assembly Installations (hereinafter referred to as “Guidelines”). The initial test results and certification shall be submitted to the City of Maple Grove Public Works Department. Subsequently, the RPZ must be tested, per the Guidelines, at least annually by a certified tester with the results reported to the City of Maple Grove Building Department and the RPZ must be rebuilt as needed in accordance with the Guidelines. Test/rebuilt reports shall be mailed or faxed to the City of Maple Grove Building Department at (000) 000-0000. The irrigation system shall be designed, and the Plans shall be modified accordingly, prior to the issuance of any permits for the development of the Property, to accommodate a 1-inch water meter and a maximum flow of 50 gallons per minute.

  • Mold The Contractor shall take steps to prevent mold from developing on the Site, or being released into the air and shall promptly decontaminate any areas of mold that develop.

  • Insulation In exterior walls? Yes No Unknown In ceiling/attic? Yes No Unknown In any other areas? Yes No Where? Comments:

  • Weighing 7.1. In order to calculate the quantity of Grain delivered to a Port Terminal Facility: (a) all Grain delivered by road to the Port Terminal Facilities for unloading must be weighed using CBH’s weighing facilities operated by CBH personnel recording the gross and tare weights of the road vehicles containing the loads of Grain; (b) if the Grain is delivered by rail from a CBH Site upcountry, the weight will be determined by referencing the weight of the load as determined by CBH personnel at the relevant upcountry Site (“CBH Weight”); and (c) if the Grain is delivered by rail from a third party site and where the Port Terminal Facilities have such facilities, CBH will batch weigh the Grain unloaded from rail vehicles into the grid. 7.2. If Grain is delivered a Port Terminal Facility by rail pursuant to clause 7.1(b) of this Schedule 7, CBH may elect to conduct an audit and batch weigh the Grain delivered to the Port Terminal Facility. If, following an audit by CBH under this clause 7.2 of this Schedule 7, there is a discrepancy of more than 2.5% between the CBH Weight and the weight determined by CBH at Port (“Weight Shortfall”), CBH may deduct the relevant Weight Shortfall from the Customer’s Grain Entitlement and charge the Customer the Rail Weighing Fee as set out in the Fees and Charges Schedule. 7.3. In all cases, CBH must provide the Customer with a weighbridge ticket or other statement certifying the weight and quantity of Grain delivered to the Port Terminal Facility and confirming the name of the person in whose name the Grain is delivered based on the information contained in the Customer’s Direct to Port Delivery Declaration Form and Direct to Port Sample Declaration Form provided to CBH at or prior to the delivery of each load of Grain at the Port Terminal Facility.

  • Ditches (1) Remove bank slough, minor slides, and obstructions. (2) Remove slash created by operations. (3) Restore to functional drainage. (4) Minimize erosion and/or sediment delivery by placement and maintenance of filtering systems.

  • Grading The coarse aggregate as delivered to the mixer, shall be well graded as per IS specifications. Maximum size of aggregate used for the work shall be 20mm or 40mm or as specified in items in the bill of quantities and it shall confirm to IS: 383-1970, clause 4.2 (Table-2) However, the exact gradation required to produce a dense concrete of specified strength and desired workability shall be decided as per laboratory test by the Engineer. Coarse aggregate for use in concrete shall be well graded and shall conform to IS: 383-1970 requirements (as per Table-II) given below: 63mm 100 - - - 40mm 00-000 000 - - 20mm 00-00 00-000 100 - 16mm - - 00-000 000 12.5 - - - 90-100 10.00 00-00 00-00 00-00 00-00 4.75mm 0-5 0-10 0-10 0-10

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