Sitework. (a) All work outside the building perimeter walls shall be considered site work for the building shell and shall include grading, paving, landscaping, landscape irrigation, storm drainage, utility service laterals, curbs, gutters, sidewalks, specialty paving (if required), retaining walls, planter boxes, parking lot and landscape lighting and other exterior lighting.
Sitework. (a) All work outside the building perimeter walls shall be considered site work for the Building Shell and shall include grading, asphalt concrete, paving, landscaping, landscape irrigation, storm drainage, utility service laterals, curbs, gutters, sidewalks, specialty paving (if required, i.e. reinforced roadway section to truck doors), retaining walls, planters, trash enclosure, parking lot and landscape lighting and other exterior lighting per code. Landscape design to include screen dining patio (no furniture) and three flag poles with bases.
Sitework. If Seller performs any work or services on site related to this Purchase Order or the Goods provided hereunder, Buyer's On-Site Services Terms and Conditions will apply in addition to the provisions of this Purchase Order, and are attached to and fully incorporated herein.
Sitework. A. Site Plan and Survey A preliminary survey of the site, shall be performed. Information determined from the survey should be reported as part of the proposal response including:
Sitework. 1. Regarding Alternate No. 21 - Individual concrete footing is assumed for the type 2 bollards, not continuous footing.
Sitework. 8.1.2.3 If the Parties agree upon an Initial GMP, the Parties shall execute a Contract amendment for the Initial GMP. The Initial GMP shall control until it is superseded by the Final GMP.
Sitework. Employment in terms of a contract which specifies that employment is in respect of a specific construction site for the duration of the site contract or a specific portion or clause thereof: Provided that where such an employee is immediately re- employed on a different site such employee shall not be regarded as having been employed on a limited-duration contract in respect of this clause.
Sitework. All utilities (water, sanitary, storm, electric, natural gas, telephone, cable TV and fiber optic) brought to the property line by Owner shall be tied into the building services by Design-Builder. Domestic water service shall be sized for a Class A office building per the Mechanical Engineer’s direction. A meter pit will be provided as required per local standards. The fire main, Siamese connections, hydrants, and any post indicator valves will be installed as required to satisfy local fire department requirements. The gas company/mechanical contractor will provide the gas service to the building, if not provided by utility company. Division 3 - Concrete Building foundations are to be designed based upon soil conditions and engineering requirements as included in the geotechnical report. System to include augercast piles and spread footings in sufficient quantity and size to support the building design loads. Architectural precast or tilt-up concrete wall panels may be utilized as building skin elements. The wall panels are typically 6” thick. All panels shall include drip edges and all glass windows shall be recessed a minimum of 2” from the face of the panel. Outline Specifications Medpace Building 300 Exhibit B June 3, 2011 Division 4 - Masonry Cement masonry units may be provided as necessary for “screen” walls, equipment rooms, firewalls, etc. The masonry walls shall be designed by the structural engineer and coordinated by the architect. Division 5 - Metals Floor-to-floor heights are 15’-0” 1-2 and 14’-0” 2-3-roof to allow for 10’-0” ceiling heights. Floors will be designed for a total minimum live load of 100 psf (80 LL + 20 Part. Load) for joist frames and 50 psf LL + 20 psf Part. Load for composite beam frames with reductions as permitted by code. For both beam and joist buildings all corridors, stairs and public areas will be designed for 100 psf live load. All roof loads, snow loads, wind loads and earthquake design data shall be as per the applicable code. Floors should be designed with a minimum expected vibration (bouncing) due to foot traffic of the occupants in a typical office layout. The maximum expected floor acceleration due to the impact of walking individual is 0.5% x g (g is the ground acceleration of 32.2 ft/sec ^2). The criteria used are according to Chapter 4 of the AISC Design Guide Series 11 for Floor Vibration due to Human Activities, published in 1997. Lateral bracing shall be designed for minimum interference and maximum flex...
Sitework. A. All site clearing and preparation will be provided to accommodate all paving areas, building pad, and landscape area. All grading will be provided to ±0.1 of a foot and all fill material under paving and slab area will be compacted to 95% maximum dry density according to standard Xxxxxxx ASTM 698. (All compaction densities will be designed to the recommendation of the soils engineer and will be adjusted once borings are complete.) All excavation for foundations, site concrete, and site utilities will be provided.
Sitework. Site Grading & Earthwork Sedimentation and erosion control measures, tree protection, site clearing and preparation will be provided to accommodate all paving areas, building pad, and landscape areas. An engineered building pad and parking sub-grade shall be provided in compliance with the recommendations of the Geotechnical Engineer regarding existing soils to within ± 0.1 of a foot. The building elevation will be established to allow for drainage, which may be handled by means of catch basins, storm sewers, xxxxxx and surface runoff as specific site conditions dictate. Future building pad will be cleared and graded as required for Phase 1 of this project.
