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pf_02823
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Last modified
7/17/2007 12:13:48 PM
Creation date
12/8/2004 1:20:07 PM
Metadata
Fields
Template:
Planning Files
Planning Files - Planning File #
2823
Planning Files - Type
Division of Land
Address
350 OWASSO BLVD S
Applicant
TSCHIDA, FRANK
Status
APPROVED
PIN
012923130090
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<br />TSCHIDA OW ASSO HILLS PLAT 4 <br /> <br /> <br />The Borrow Excavation shall be in areas within the project as designated by the Engineer, and shall be <br />removed and replaced. All costs of replacing the Borrow Excavation with other materials from the project <br />site shall be incidental. The basis of measurement and payment for Borrow Excavation shall be Measured <br />Quantity and shaH be at the bid unit price for subgrade excavation. <br /> <br />6. SITE DRAINAGE AND EROSION CONTROL <br /> <br />The Contractor shaH be responsible for scheduling and conducting alJ of his various grading operations in a <br />sequence that will insure that adequate drainage in all project areas is maintained at all times. Adequate <br />drainage is interpreted as dispersal of existing or precipitated water as necessary to prevent interference <br />with grading operations, delays or accumulations adversely affecting the soils. <br /> <br />Erosion and sediment control measures by the Contractor shall be continuous or recurring as may be <br />necessary on each drainage feature to insure adequate prevention of undesirable soil movement. This may <br />entail the construction of temporary sedimentation basins and filter barriers which will pass water but strain <br />out acceptable percentages of the sediment load. Diversion structures such as temporary compacted earth <br />dikes, silt fences staked in place, sandbagging, side ditching and furrows shalJ be constructed where needed <br />to intercept runoff before damaging concentrations can erode or pollute. <br /> <br />The basis of payment for site drainage and erosion control will be at the bid unit price for seeding and <br />mulch and silt fence. Any additional work necessary to control site drainage, erosion and sediment <br />transport shaH be incidental. <br /> <br />7. SEEDING AND MULCH <br /> <br />The Contractor shall furnish and install Seed Mixture No.5 (MnDOT 3876) and Type I Mulch (MnDOT <br />3822) on six (6) inches of topsoil in disturbed yard areas outside the proposed bldg. and paved areas. <br />Seeding and mulching of disturbed areas shall be done within 14 days. Seeding and mulching shall not be <br />done until the Engineer has inspected the area and approved the subgrade preparation and topsoil materials. <br /> <br />The basis of measurement and payment for seeding and mulch shall be measured quantity and shaH be at <br />the bid unit price. <br /> <br />8. METHOD OF MEASUREMENT AND PAYMENT FOR GRADING CONSTRUCTION <br /> <br />The basis of measurement and payment for this work shall be Lump Sum, Plan Quantity or Measured <br />Quantity, whichever is specified. <br /> <br />-3- <br />
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