Sitework. 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 and trash enclosures.
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.
(b) Paving sections for automobile and truck access shall be according to the Geologic Soils Report.
(c) All parking lot striping to include handicap spaces and signage.
(d) Underground site storm drainage system shall be connected to the city storm system main.
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:
1. Land area of proposed site.
2. Current zoning designation.
3. Physical description of the property including topography, special features and surrounding development.
4. Property restrictions which would limit or affect development. Typical items would be zoning issues such as set-backs and easements and physical restrictions such as flood plains or wet land limits.
5. Utilities serving the proposed property shall be identified.
Sitework. 1. Regarding Alternate No. 21 - Individual concrete footing is assumed for the type 2 bollards, not continuous footing.
2. Owner has obtained approval of the Builders Pavement Plan. The final sign offs shall be obtained by Construction Manager.
3. Street restoration is included to one lane from curbline.
Sitework. (A) All work outside the Building perimeter walls shall be considered site work for the Base Building and shall include asphalt concrete paving, Project Garage parking structure, landscaping, landscape irrigation, storm drainage, utility service laterals, curbs, gutters, sidewalks, retaining walls, planters, landscape lighting and other exterior lighting per code.
(B) Paving sections for automobile and truck access shall be according to the Geologic Soils Report.
(C) All parking lot striping to include handicap spaces and signage.
(D) Underground site storm drainage system shall be connected to the city storm system main.
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. 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. 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. 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. 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 200 Exhibit B June 3, 2011 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. 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 flexibility with the tenant space plan. All stair rails are to be ...
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.
