Stormwater Extension Sample Clauses

Stormwater Extension. 1. One complete set of grade stakes and suitable offset stakes at each storm drain and intermediate grade stakes at an offset acceptable for construction at 50 foot intervals between storm drains. Developer shall provide to the City one (1) set of grade sheets (cut sheets) showing hub to storm water invert. 2. Sufficient marks to locate all surface features such as manhole covers, valve box covers, storm drain grades, and all other surface features requiring exposure to the surface of the roadway. 3. Double 20-foot offsets for each corner of storm structures such as vaults or tanks. Developer shall perform all property surveys necessary for placement of the construction stakes including surveys of easements. Developer shall provide to the City drawings showing the bearing and dimensions of all property lines, ties to adjacent subdivisions and section control and the calculated closure of all control traverses. All surveying and construction staking shall be performed by a professional land surveyor licensed in the state of Washington.
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Stormwater Extension. The proposed stormwater extension will consist of approximately 1,531± linear feet of 6-inch to 12-inch stormwater mains, 8,430± square feet of LID infiltration trenches and other applicable stormwater system facilities and appurtenances located within Developer’s Property as shown on the preliminary plat or site plan attached hereto as Exhibit A. In addition to the above extension within Developer’s Property, the following described storm system facilities located outside Developer’s Property are also subject to this Agreement: 636± linear feet of 6-inch to 12-inch stormwater mains and 255± square feet of LID infiltration trenches and other applicable stormwater system facilities and appurtenances located within the SE Cedar Falls right-of-way.
Sample 1
Stormwater Extension. Approximately 242±/- linear feet of 8 to 12-inch stormwater mains, and other applicable stormwater system facilities and appurtenances located within the existing public right-of-way.
Sample 1
Stormwater Extension. The proposed stormwater extension will consist of approximately 1,285± linear feet of 6-inch to 12-inch stormwater mains, 8,920± square feet of LID infiltration trenches and other applicable stormwater system facilities and appurtenances located within the Developer’s Property as shown on Exhibit A.
Sample 1
Stormwater Extension. The proposed stormwater extension will consist of approximately NONE stormwater mains, and other applicable stormwater system facilities and appurtenances located within the Developer’s Property as shown on Exhibit A. In addition to the above extension within the Developer’s Property, the following described stormwater system facilities located outside the Developer’s Property are subject to this agreement: 153±_linear feet of 8-inch to 12-inch stormwater mains and other applicable stormwater system facilities and appurtenances located In E 2nd Street and the unnamed public alley west of the site as shown on Exhibit A.
Sample 1
Stormwater Extension. Not Applicable.
Sample 1
Stormwater Extension. The proposed stormwater extension will consist of approximately 4061± linear feet of 6- inch to 12-inch stormwater mains, 24,000± square feet of LID infiltration trenches and other applicable stormwater system facilities and appurtenances located within the Developer’s Property as shown on the preliminary plat or site plan attached hereto as Exhibit A. In addition to the above extension within the Developer’s Property, the following described sewer system facilities located outside the Developer’s Property are subject to this agreement: 130± linear feet of 6-inch to 12-inch stormwater mains, and other applicable stormwater system facilities and appurtenances located within the Xxxxxxxx Avenue NE right-of-way.
Sample 1
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Stormwater Extension. The proposed stormwater extension will consist of approximately 1,930 ± linear feet of 6-inch to 18-inch stormwater mains, approximately 222,500 ± square feet of LID infiltration beds/trenches and other applicable stormwater system facilities and appurtenances located within Developer’s Property as shown on the preliminary plat or site plan attached hereto as Exhibit A. In addition to the above extension within Developer’s Property, the following described storm system facilities located outside Developer’s Property are also subject to this Agreement: Approximately 485 ± linear feet of 6-inch to 12-inch stormwater mains and approximately 3,360 ± square feet of LID infiltration trenches and other applicable stormwater system facilities and appurtenances located within Boalch Ave SE and/or NW 14th Street right-of-way.
Sample 1

Related to Stormwater Extension

  • Stormwater Notwithstanding any other provisions or terms of this Agreement, Company acknowledges that certain properties within the Premises or on Authority-owned land are subject to stormwater rules and regulations. Company agrees to observe and abide by such stormwater rules and regulations as may be applicable to the Premises, and, if applicable, Company hereby expressly covenants, warrants, and represents to Authority, in connection with Company’s operations on the Premises, the following: A. Company is required to submit a Notice of Intent to use the State of Florida Multi-Sector Generic Permit for Stormwater Discharge Associated with Industrial Activity. Authority and Company both acknowledge that close cooperation is necessary to ensure compliance with any stormwater discharge permit terms and conditions, as well as to ensure safety and to minimize the cost of compliance. Company acknowledges further that it may be necessary to undertake actions to minimize the exposure of stormwater to “significant materials” (as such term may be defined by applicable stormwater rules and regulations) generated, stored, handled, or otherwise used by Company by implementing and maintaining “best management practices” (BMPs) (as such term may be defined in applicable stormwater rules and regulations). Company will establish a BMP plan for the Premises and submit a copy to Authority. B. Company will be knowledgeable of any stormwater discharge permit requirements applicable to Company and with which Company will be obligated to comply. The submittal of a Notice of Intent will be made by Company to the FDEP, and a copy will be submitted to Authority. Company is required to comply with the following requirements including, but not limited to, certification of non-stormwater discharges; collection of stormwater samples; preparation of a Stormwater Pollution Prevention Plan or similar plans; implementation of BMPs; and maintenance and submittal of necessary records. In complying with such requirements, Company will observe applicable deadlines set by the regulatory agency that has jurisdiction over the permit. Company agrees to undertake, at its sole expense, those stormwater permit requirements for which it has received written notice from the regulatory agency and that apply to the Premises, and Company agrees that it will hold harmless and indemnify Authority for any violations or non-compliance with any such permit requirements.

  • Drainage ▪ Prevent silt bearing road surface and ditch runoff from delivering sediment to any streams or wetlands. ▪ Maintain rolling dips and drivable waterbars as needed to keep them functioning as intended. ▪ Maintain headwalls to the road shoulder level with material that will resist erosion. ▪ Maintain energy dissipaters at culvert outlets with non-erodible material or rock. ▪ Keep ditches, culverts, and other drainage structures clear of obstructions and functioning as intended. ▪ Inspect and clean culverts at least monthly, with additional inspections during storms and periods of high runoff. This shall be done even during periods of inactivity. ▪ Perform preventative maintenance work to safeguard against storm damage, such as blading to ensure correct runoff, ditch and culvert cleaning, and waterbar maintenance.

  • Drainage Systems (1) Clear culvert inlets, outlets, and sediment catching basins. (2) Maintain waterbars, drainage dips, and other water diversion measures. (3) During active use, patrol and maintain functional drainage. (4) Repair damaged culvert ends.

  • 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.

  • Wastewater investments in the construction, material enhancement, or renewal of infrastructure that supports wastewater and storm water collection, treatment, and management systems. Note: Investments in health infrastructure (e.g., hospitals, long-term care facilities, convalescent centres, and senior centres) are not eligible. Eligible Expenditures will be limited to the following: 1. Infrastructure investments – expenditures associated with acquiring, planning, designing, constructing, or renovating a tangible capital asset and any related debt financing charges specifically identified with that asset. 2. Capacity-building costs – for projects eligible under the capacity-building category only, expenditures associated with the development and implementation of: • Capital investment plans, integrated community sustainability plans, integrated regional plans, housing needs assessments, or asset management plans; • Studies, strategies, systems, software, third-party assessments, plans, or training related to asset management; • Studies, strategies, systems, or plans related to housing or land use; • Studies, strategies, or plans related to the long-term management of infrastructure; and • Other initiatives that strengthen the Recipient’s ability to improve local and regional planning. 3. Joint communications and signage costs – expenditures directly associated with joint federal communication activities and with federal project signage.

  • Maintenance Agreement The parties will abide by the terms of the Maintenance Agreement including the capacity to dispute the classification in accordance with the Maintenance Agreement (Information Appendix C).

  • Provisioning Line Splitting and Splitter Space 3.8.1 The Data LEC, Voice CLEC or BellSouth may provide the splitter. When Southern Telecom or its authorized agent owns the splitter, Line Splitting requires the following: a non-designed analog Loop from the serving wire center to the NID at the End User’s location; a collocation cross connection connecting the Loop to the collocation space; a second collocation cross connection from the collocation space connected to a voice port; the high frequency spectrum line activation, and a splitter. The Loop and port cannot be a Loop and port combination (i.e. UNE-P), but must be individual stand-alone Network Elements. When BellSouth owns the splitter, Line Splitting requires the following: a non designed analog Loop from the serving wire center to the NID at the End User’s location with CFA and splitter port assignments, and a collocation cross connection from the collocation space connected to a voice port. 3.8.2 An unloaded 2-wire copper Loop must serve the End User. The meet point for the Voice CLEC and the Data LEC is the point of termination on the MDF for the Data LEC's cable and pairs. 3.8.3 The foregoing procedures are applicable to migration to Line Splitting Service from a UNE-P arrangement, BellSouth Retail Voice Service, BellSouth High Frequency Spectrum (CO Based) Line Sharing. 3.8.4 For other migration scenarios to line splitting, BellSouth will work cooperatively with CLECs to develop methods and procedures to develop a process whereby a Voice CLEC and a Data LEC may provide services over the same Loop.

  • CONSTRUCTION AND RENOVATION Construction and renovation projects for a state, local, territorial, or Tribal government’s principal Emergency Operations Center (EOC) as defined by the State Administrative Agency are allowable under the EMPG Program. Written approval must be provided by FEMA prior to the use of any EMPG Program funds for construction or renovation. Requests for EMPG Program funds for construction of an EOC must be accompanied by an EOC Investment Justification (located in the Related Documents tab of the EMPG xxxxxx.xxx posting) to their Regional EMPG Manager for review. Additionally, recipients are required to submit a SF-424C Form and Budget detail citing the project costs. When applying for funds to construct communication towers Sub-Recipients must submit evidence that the Federal Communication Commission’s (FCC) Section 106 review process has been completed and submit all documentation resulting from that review to Grants Program Directorate (GPD) prior to submitting materials for EHP review. Sub-Recipients are also encouraged to have completed as many steps as possible for a successful EHP review in support of their proposal for funding (e.g., coordination with their State Historic Preservation Office to identify potential historic preservation issues and to discuss the potential for project effects, compliance with all state and EHP laws and requirements). Projects for which the Sub-Recipient believes an Environmental Assessment (EA) may be needed, as defined in as defined in DHS Instruction Manual 023-01-001-01, Revision 01, FEMA Directive 108-1 and FEMA Instruction 108-1-1, must also be identified to the FEMA EMPG Regional Program Manager within six months of the award, and completed EHP review materials must be submitted no later than 12 months before the end of the period of performance. EHP review packets should be sent to xxxxxxxxxx@xxxx.xxx. EMPG Program Sub-Recipients using funds for construction projects must comply with the Xxxxx-Xxxxx Act (40 U.S.C. §§ 3141 et seq.). Grant Sub-Recipients must ensure that their contractors or subcontractors for construction projects pay workers no less than the prevailing wages for laborers and mechanics employed on projects of a character similar to the contract work in the civil subdivision of the state in which the work is to be performed. Additional information regarding compliance with the Xxxxx- Xxxxx Act, including Department of Labor (DOL) wage determinations, is available from the following website: xxxxx://xxx.xxx.xxx/whd/govcontracts/dbra.htm In general, Sub-Recipients should consult with their Grant Manager prior to making any investment that does not clearly meet the allowable expense criteria established in this Guidance.

  • Utility Easements There is hereby reserved for the use and benefit of the Association and all Owners, non-exclusive easements within the Common Areas for the location, installation and maintenance of utilities and drainage facilities of convenience or necessity as may be requested or required by the Association or any Owner provided that the grant thereof does not unreasonably interfere with the normal operation, improvement, and use of the Common Area and the buildings constructed within the Center, and no affirmative monetary obligation is imposed upon the Owners (other than the Owner benefiting from such easement). The Declarant (and the Board where there no longer is a Declarant) shall have the authority to grant easements or rights-of-way for utilities over the Common Areas as necessary to serve the Common Areas and/or the Parcels. The Owner of any Parcel and any of his Occupants or licensees shall have the right at all reasonable times to enter upon the land subject to said easements and to install, maintain, operate, repair and service utilities and drainage facilities thereon for the use and benefit of his Parcel; provided, however, any such Person shall restore said land, at his own expense, as nearly as practicable, to the same condition as existed prior to such entry and shall comply with the provisions of Section 11.6. The Owner of any Parcel shall have the right to assign the benefit and use of any such easement to any public or private utility company, agency or district for the purpose of installing, operating, repairing, servicing and maintaining utilities or drainage facilities and enforcing the easement rights. For purposes hereof, "utilities" shall include electricity, gas mains and lines, water distribution lines, storm water sewers, sanitary sewers, telephone, fiberoptic, cable TV, and telegraph cables and lines, and other similar or related facilities commonly regarded as utilities. All storm drains, utility lines, transformers and meters shall be maintained under the terms of this Declaration in a safe and good working condition by the party responsible therefor. No grantee of a utility easement shall in the use, construction, reconstruction, operation, maintenance or repair of any storm drains, utility lines, transformers and meters in any way interfere, obstruct or delay the business of the grantor of said easement or any other Owner or Occupant, or the public access to and from said business or interfere, obstruct or delay in any way the receiving of merchandise by said grantor or any Owner or Occupant. EXHIBIT F -35- PEREGRINE SYSTEMS CORPORATE CENTER [Peregrine Systems]

  • Contract Amendment A. Contract Exhibit A, Scope of Work, is hereby deleted and replaced in its entirety with the attached Exhibit A, Scope of Work, which is incorporated into the Contract by reference herein. B. Contract Exhibit B, Additional Special Contract Conditions, is hereby deleted in its entirety and replaced with the attached Exhibit B, Additional Special Contract Conditions, which is incorporated into the ACS by reference herein. C. Contract Exhibit I, PUR 1355: Foreign Country of Concern Attestation, is hereby incorporated in its entirety to the ACS by reference herein.

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