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with other developers to purchase and dedicate) 4.81 acres of park land within the City limits. The Development Fee for Street Improvement (DFSI) shall be assessed in the amount of $942,223.20 which is calculated at $1,389.42 per housing unit, and $12.50 per square foot for the Cafe. This amount includes a credit for the existing use of the property in the amount of $15,317.72, which is calculated at $1.24 per square foot of the existing building of 12,353 square feet (per Alameda County Assessor's records). These fees were calculated using the Fiscal Year 2017-18 fee rates and are subject to change at the July 1st start of each fiscal year. J. The Marina Boulevard/Interstate 880 Interchange Traffic Impact Fee shall be assessed in the amount of $471,916.81 which is calculated at $698.86 per housing unit, and $5.46 per square foot for the Cafe. This amount includes a credit for the existing use of the property in the amount of $11,241.23, which is calculated at $0.91 per square foot of the existing building of 12,353 square feet (per Alameda County Assessor's records). These fees were calculated using the Fiscal Year 2017-18 fee rates and are subject to change at the July 1st start of each fiscal year. K. The entitlement application has indicated that perimeter drainage (for the basement perimeter walls and foundation) will not be required, hence no discharge of perimeter drainage will occur. In the event that this design criteria changes during final improvement plans, the following should be noted: Discharging potentially contaminated water into the stormwater facilities will require a filtration system that has been approved by the City. If the sanitary sewer system is to be used as the discharge point, approval by the Public Works Department will also be required. Approval for any discharge of any perimeter drainage shall be obtained prior to building permit issuance. L. The final design section for the project's proposed pervious paver EVAE shall be reviewed and approved by the Alameda County Fire Department during improvement plan design. If the proposed pervious paving is intended to be self - treating, then said pervious paving must be designed in accordance with Section 6.6 of the Alameda Countywide Clean Water Program Guidebook. The pervious storage material must be sufficient to hold the MRP section C.3.d volume of rainfall runoff as evidenced by calculations. The calculations must be prepared according to the Volume Hydraulic Design Basis, Flow Hydraulic Design Basis, or Combination Flow and Volume Design Basis. M. The City has future plans to develop the property north of Lola Street into a public park. Any improvements to Lola Street to be implemented in accordance with this application shall include utility laterals and similar features that will allow development of the park without excavating or otherwise damaging the Lola Street improvements. Agreement to Conditions March 7, 2019 PLN 18-0013 Page 8 of 20