Subsurface Utility Engineering (SUE) Sample Clauses

Subsurface Utility Engineering (SUE). The Design Professional, through its consultant engineers, undertakes to assist managing certain risks associated with subsurface utilities by mapping and assessing existing utilities at appropriate quality levels and coordinating the design and relocation of such utilities, in accordance with ASCE standards.
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Subsurface Utility Engineering (SUE) a. See Exhibit C for detailed scope of services.
Sample 1
Subsurface Utility Engineering (SUE). The Design Professional, through its consultant engineers, shall perform subsurface mapping and assessing of existing utilities at appropriate quality levels and shall coordinate the design and relocation of such utilities as needed, in accordance with ASCE standards. Georgia Energy Efficiency and Sustainable Construction Act of 2008 Related Services. The following services are to be provided by the Design Professional if this project is subject to the Georgia Energy Efficiency and Sustainable Construction Act of 2008 (“Energy Act”). See Section 10 of the Form of Contract to determine if the Energy Act is applicable.
Sample 1
Subsurface Utility Engineering (SUE). CONSULTANT will provide SUE services for the project as follows.
Sample 1
Subsurface Utility Engineering (SUE). The Contractor will perform subsurface utility engineering services, Quality Level B, along TH-15 from 200’ S. of Denver Ave. to 5th Ave S. and as needed from Bridge 43016 to the intersection of TH-7/TH-15, these locations were not completed under the previous SUE contract.
Sample 1
Subsurface Utility Engineering (SUE). The PMC shall perform consultant program management duties or have oversight responsibilities for the determination of vertical and horizontal locations of subsurface utilities by non-destructive methods. SUE investigations are required to accurately determine the location of utilities within the proposed ROW or potentially affected by the facility. This shall include review of Contractor data, surveys and mapping as well as performance as requested for the facility. During this work effort, the PMC shall review the data for accuracy. The PMC shall use existing as built plans, permit documents previously submitted to the State, plans obtained from the Texas Railroad Commission, utility easement documents, and field investigations to verify the SUE investigations. XXX is the first step in the utility relocation effort and must be completed early in procurement phase to allow for adequate review time of the SUE information and provide the Contractor groups sufficient time to develop utility relocation costs. The PMC may be tasked to provide SUE maps for a specific project. The PMC shall perform consultant program management duties or have oversight responsibilities of the determination of vertical and horizontal locations of subsurface utilities by non-destructive methods. This shall include review of Contractor data, surveys and mapping as well as performance as directed by the State. SUE consists of subsurface utility investigations and above ground investigations prepared in accordance with American Association of State Highway and Transportation Officials (AASHTO) and ADCE 38-02 standard guideline. The Utility Quality Levels are defined in cumulative order (least to greatest) as follows:
Sample 1
Subsurface Utility Engineering (SUE). The CONSULTANT is to obtain and verify the location for one signal pole by excavation. The CONSULTANT is to excavate using a method enabling vertical, as well as horizontal exploration through the cut. The excavation should occur in such a manner as to prevent any damage to wrappings, coatings, or other protective coverings, such as by a vacuum excavation method, hand digging, etc. The CONSULTANT will be responsible for any damage to the utility structure during the excavation. After the excavation is complete, the CONSULTANT will backfill and compact with select material found around the utility structure. The SUE is complete when the location for one (1) signal pole has been agreed upon by the DEPARTMENT. The design CONSULTANT shall work with the subsurface CONSULTANT (preferably on-site) to find a clear location. Slight adjustment of the proposed pole location may be required and is to be included in the original task assignment for the intersection quadrant.
Sample 1
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Subsurface Utility Engineering (SUE). 1. Level A investigation of existing water line connection point, and potential crossing utilities. The Level A investigation shall consist of performing up to ten
Sample 1

Related to Subsurface Utility Engineering (SUE)

  • Project Site The “Project Site” is the place where the Work is being carried on.

  • Environmental Assessment and Mitigation Development of a transportation project must comply with applicable environmental laws. The party named in article 1, Responsible Parties, under AGREEMENT is responsible for the following:

  • Road Surfaces (1) Grade, shape, crown, and/or outslope surface and shoulders.

  • Environmental Assessment Buyer shall have the right for a period commencing upon execution of this Agreement by both parties and ending on November 28, 2012, to conduct an environmental assessment of the Assets, at Buyer’s sole risk, liability and expense. Seller shall make available to Buyer, during the environmental assessment period described above, Seller’s historical files regarding prior operations on the Assets, and provide Buyer and its representatives with reasonable access to the Assets to conduct the environmental assessment. Buyer shall provide Seller three (3) days prior written notice of a desired date(s) for such assessment and Seller shall have the right to be present during any assessment and, if any testing is conducted pursuant to Seller’s express prior written consent, Seller may require splitting of all samples. Notwithstanding any other provision of this Agreement to the contrary, Buyer shall not have the right to drill any test, monitor or other xxxxx or to extract samples of any air, soil, water or other substance from the Assets without Seller’s express prior written consent. If Buyer proposes a reasonable request to drill a test well or extract a sample pursuant to a systematic and customary procedure for the assessment of the environmental condition of the Assets and Seller refuses to grant its consent to such a well or sampling, then Buyer shall have the right, for a period of seventy-two (72) hours following notification of Seller’s refusal to consent, to deliver written notice to Seller of Buyer’s election to exclude from this transaction the portion of the Assets affected by such proposed test well or sample, and the Purchase Price shall be adjusted accordingly by the Allocated Value of such portion of the Assets so excluded. Under no circumstances whatsoever shall Seller ever be obligated to grant its consent to any such test xxxxx or sampling proposed by Buyer, and Buyer’s sole and exclusive remedy for any refusal by Seller to grant its consent shall be the limited right contained in the preceding sentence to exclude the affected Assets from the transactions contemplated by this Agreement. If Buyer fails to exercise the right to exclude such Assets by written notice to Seller delivered prior to the expiration of the seventy-two hour period described above, then Buyer shall be conclusively deemed to have waived such right and shall be obligated to purchase the affected Assets without conducting such testing or sampling or any adjustment of the Purchase Price unless otherwise provided in this Agreement.

  • Excavation If any excavation shall be made upon land adjacent to or under the Building, or shall be authorized to be made, Tenant shall afford to the person causing or authorized to cause such excavation, license to enter the Premises for the purpose of performing such work as said person shall deem necessary or desirable to preserve and protect the Building from injury or damage and to support the same by proper foundations, without any claim for damages or liability against Landlord and without reducing or otherwise affecting Tenant’s obligations under this Lease.

  • Built-up Area The built-up area for the Designated Apartment or any other Unit shall mean the Carpet Area of such Unit and Balcony area and 50% (fifty percent) of the area covered by those external walls which are common between such Unit/Balcony and any other Unit/Balcony and the area covered by all other external walls of the such Unit/Balcony.

  • Underground Utilities Any required ground digging or subsurface work shall be done in accordance with Chapter 556, Florida Statutes. It shall be the responsibility of CONTRACTOR to have all underground utilities located before any work begins (Sunshine State One Call 0-000-000-0000). The repairs of any damaged underground utilities as a result of the work being performed by CONTRACTOR shall be the responsibility of CONTRACTOR. The proper utility company shall be contacted immediately to expedite the repairs, if damage has occurred. CONTRACTOR will notify the COUNTY and provide a written explanation of the incident within two (2) days of the damage to any underground utilities.

  • Building With respect to each parcel of Real Estate, all of the buildings, structures and improvements now or hereafter located thereon. Business Day. Any day on which banking institutions located in the same city and State as the Agent’s Head Office are located are open for the transaction of banking business and, in the case of LIBOR Rate Loans, which also is a LIBOR Business Day.

  • Subsurface Conditions Unless the Contract Documents stipulate specific quantities and units of rock or unsuitable soils, the Contractor shall assume material below the surface of the Earth to be earth and other material that can be removed by power shovel or similar equipment. Should conditions encountered below the surface of the ground be at variance to the number of unit requirements as indicated by drawings or specifications, and absent an agreed-upon unit price established prior to the bid by Addendum, or after contract execution by Change Order, the Contract Sum and/or time shall be adjusted as provided in the Contract Documents for changes in the work.

  • Surface  Grade and shape the road surface, turnouts, and shoulders to the original shape on the TYPICAL SECTION SHEET. Inslope or outslope as directed to provide a smooth, rut-free traveled surface and maintain surface water runoff in an even, unconcentrated manner.  Blading shall not undercut the backslope or cut into geotextile fabric on the road.  If required by the Contract Administrator, water shall be applied as necessary to control dust and retain fine surface rock.  Surface material shall not be bladed off the roadway. Replace surface material when lost or worn away, or as directed by the Contract Administrator.  Remove shoulder berms, created by grading, to facilitate drainage, except as marked or directed by the Contract Administrator.  For roads with geotextile fabric: spread surface aggregate to fill in soft spots and wheel ruts (barrel spread) to prevent damage to the geotextile fabric.

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