Stormwater Extension Clause Samples
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.
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.
Stormwater Extension. The proposed stormwater extension will consist of approximately 2,203± linear feet of 6-inch to 48-inch stormwater mains, 29,171± square feet of LID infiltration ▇▇▇▇▇▇ 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: 100± linear feet of 6-inch to 12-inch stormwater mains, 500± square feet of LID infiltration trenches and other applicable stormwater system facilities and appurtenances located within the NE ▇▇▇ ▇▇▇▇▇▇ right-of-way.
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.
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.
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 ▇▇▇▇▇▇▇▇ Avenue NE right-of-way.
Stormwater Extension. Not Applicable.
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.