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( <br /> Design Standards. In lieu of these improvements the applicant may <br /> elect to pay into the area wide pedestrian fund. <br /> 12. On-site detention of storm water runoff will be required, in <br /> accordance with City standards, if tl�is project will create 5,000 <br /> square feet or more of hydraulically connected impervious surface. <br /> 13. All storm water facilities shall be designed in accordance with City <br /> standards. <br /> 14. Requirement for Maintenance Warranty Bond - after satisfactory <br /> compfetion of the detention/retention or other drainage <br /> treatmenbabatement facilities and release o(any performance bond <br /> by the city, the developer constn�ction the drainage facilities must <br /> satisfactorily maintain tlie (acilities for e two-year period. A <br /> maintenance warranty bond in an amount equal to 10% of the cost <br /> of constn�ction of the drainage (acilities must be posted and <br /> maintained throughout the two-}�ear drainage facility maintenance �� <br /> period. This bond may be used hy tlie city to correct deficiencies in � <br /> maintenance of the drainage facilities. In addition, the warranty <br /> bond sliall cover the cost of design defects and/or failures in <br /> workmansliip of tlie (acilities tlirougfiout the two-year maintenance <br /> period. Alternatively, an equivale��t cash deposit to an escrow <br /> account administered by a local bank designated by the city may be <br /> acceptable. <br /> 15. If suitable soils exist on the site, underground inCltration system <br /> (e.g., in�ltration trenches) or surface storm water infiltration <br /> systems (e.g. splash blocks, pervious pavers, or surface ponding <br /> areas and/or swales) may be used to tlie maximum extent practical <br /> to avoid creating hydraulical(y connected impervious area. Tlie <br /> City's Storm Water Management Manual lists the criteria that must <br /> be met as General Limitations in Section 3-2.2. All applicable <br /> criteria must be met be(ore sterm water infiltration is considered a � � <br /> viable option. <br /> 96. Storm water ireatment will be required, in accordance with City <br /> standards, i(tliis project will create or redevelop 5,000 square (eet <br /> or rnore fiydraulically connected pavement. Treatment of sform <br /> �vater runoff must occur prior to discliarge o( the storm water from <br /> tl�e site to stream or wetland. <br /> 97. Sliort subdivisions creating between 5,000 and 10,000 square feet <br /> of hydraulically—connected pavement rnust treat sform water runoff <br /> in a wet vault designed in accordance with City standards. The <br /> � <br />