Site Plan and/or Subdivision Approval Standards
Roadway Reimbursement = | |||
Length of Property Line along Roadway x Cost of One l.f. of Road\Two x Half Width of Roadway | |||
Where Cost of One l.f. of Road = | Total Cost of Road Construction\Total Length of Road | ||
Storm Sewer Reimbursement = | |||
Acreage of Property to be Developed x Cost of One Unit of Storm Sewer Infrastructure | |||
Where Cost of One Unit of Storm Sewer Infrastructure = | |||
Total Cost of Storm Sewer Construction\Total Acreage to be Serviced by Storm Sewer1 | |||
Sanitary Sewer Reimbursement = | |||
Total Cost for Pipe Installation\Total Number of EDUs* to be Serviced | |||
NOTES: | ||
|---|---|---|
1 | Including acreage within rights-of-way. | |
* | The City Engineer shall determine other existing or potential off-site development that may benefit from the proposed improvements and shall take any EDUs1 anticipated from such development into consideration when making his/her determination of usage. | |
1 Equivalent Dwelling Unit. Assumes one EDU = one single-family dwelling. The City Engineer shall determine an appropriate EDU factor for apartments, condominiums or other multifamily residential development. | ||
For commercial development, the City engineer shall estimate the sewer usage for the proposed use. For the purpose of determining reimbursement, it will be assumed that one EDU is equivalent to 300 gallons per day of sewer discharge. | ||
For sizing new pump stations or upgrades to existing pump stations, the capacity of the station or increased capacity in gallons per day will be converted to EDUs by assuming one EDU to be equivalent to 300 gallons per day. | ||
For other improvements to the system, the City Engineer will determine the total number of benefited users to share in the cost of the improvement. |
Road "1" | Road "2" | A (feet) | B (feet) | C (feet) | D (feet) | |
|---|---|---|---|---|---|---|
Local street | Local street | 60 | 60 | 90 | 90 | |
Minor collector | Local street | 70 | 60 | 200 | 90 | |
Minor collector | Minor collector | 70 | 70 | 200 | 90 | |
Major collector | Local street | 90 | 60 | 200 | 90 | |
Major collector | Minor collector | 90 | 70 | 200 | 90 | |
Major collector | Major collector | 90 | 90 | 200 | 90 | |
Arterial | Local street | 100 | 60 | 300 | 90 | |
Arterial | Minor collector | 100 | 70 | 300 | 90 | |
Arterial | Major collector | 100 | 90 | 300 | 90 | |
Arterial | Arterial | 100 | 100 | 300 | 90* |
NOTES: | ||
|---|---|---|
* | Each arterial road is to be treated individually. | |
Site Plan and/or Subdivision Approval Standards
Roadway Reimbursement = | |||
Length of Property Line along Roadway x Cost of One l.f. of Road\Two x Half Width of Roadway | |||
Where Cost of One l.f. of Road = | Total Cost of Road Construction\Total Length of Road | ||
Storm Sewer Reimbursement = | |||
Acreage of Property to be Developed x Cost of One Unit of Storm Sewer Infrastructure | |||
Where Cost of One Unit of Storm Sewer Infrastructure = | |||
Total Cost of Storm Sewer Construction\Total Acreage to be Serviced by Storm Sewer1 | |||
Sanitary Sewer Reimbursement = | |||
Total Cost for Pipe Installation\Total Number of EDUs* to be Serviced | |||
NOTES: | ||
|---|---|---|
1 | Including acreage within rights-of-way. | |
* | The City Engineer shall determine other existing or potential off-site development that may benefit from the proposed improvements and shall take any EDUs1 anticipated from such development into consideration when making his/her determination of usage. | |
1 Equivalent Dwelling Unit. Assumes one EDU = one single-family dwelling. The City Engineer shall determine an appropriate EDU factor for apartments, condominiums or other multifamily residential development. | ||
For commercial development, the City engineer shall estimate the sewer usage for the proposed use. For the purpose of determining reimbursement, it will be assumed that one EDU is equivalent to 300 gallons per day of sewer discharge. | ||
For sizing new pump stations or upgrades to existing pump stations, the capacity of the station or increased capacity in gallons per day will be converted to EDUs by assuming one EDU to be equivalent to 300 gallons per day. | ||
For other improvements to the system, the City Engineer will determine the total number of benefited users to share in the cost of the improvement. |
Road "1" | Road "2" | A (feet) | B (feet) | C (feet) | D (feet) | |
|---|---|---|---|---|---|---|
Local street | Local street | 60 | 60 | 90 | 90 | |
Minor collector | Local street | 70 | 60 | 200 | 90 | |
Minor collector | Minor collector | 70 | 70 | 200 | 90 | |
Major collector | Local street | 90 | 60 | 200 | 90 | |
Major collector | Minor collector | 90 | 70 | 200 | 90 | |
Major collector | Major collector | 90 | 90 | 200 | 90 | |
Arterial | Local street | 100 | 60 | 300 | 90 | |
Arterial | Minor collector | 100 | 70 | 300 | 90 | |
Arterial | Major collector | 100 | 90 | 300 | 90 | |
Arterial | Arterial | 100 | 100 | 300 | 90* |
NOTES: | ||
|---|---|---|
* | Each arterial road is to be treated individually. | |