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9. Special charges for conncc.tion to thc scwcr and ���ater systems in accordance with Ordinar.ce l 171-S> <br /> and subscquent revision are applicable. Thcse charges are Uased on projccicd ���ater usage and can bc <br /> suUstantial. Applicant is cncouraged to oUtain a copy of the Ordinancc and detenninc estimated <br /> charges prior to Uuilding perniit application. The xtual cl�arges shall Uc compuud Uy the PuUlic <br /> \'Vorks Department per ihe ordinance in effect at the time and according to the infonuation on thc <br /> approved ��lans at thc time of building perniit issuancc. <br /> ]0. Lack of conimcnt on thc plans suUmittai with ih�� application docs not constilutc appro�al of thesc <br /> plans. <br /> 1 l. City slrccls an;l :illcys arc lo bc kcpt cicar of dirt and debris at all times dw-ing construction. Du�t <br /> suppression and slreet cleaning mus! occur as directed by the PuU1ic Norks ]nspeclor. <br /> l2. A I'.rfomiance Guarantec is required for public impro��emcivs prior to any building pennit bcing <br /> issued. <br /> 13. A one year wan'anty is rcquircd on the puUlic improvemcnts for cm .nnount nol Icss than 10°% of thc <br /> cost of conslruction ar.d sh:ill run for onc ycar from thc datc of final appro�•:�l/issuancc of thc first <br /> Occupancy Pennit. <br /> 14. The on-site walcr main shall Uc stakcd ��ithin an casemcnt to thc City 'Chc casemci t shall bc <br /> suUmittcd to thc City prior to issuancc of pennits. <br /> 15. As-builts of storni se���er, sanitary scwer, and water s��stcros���ill bc rcquircd to bc submittcd per City <br /> Design and Constn�ction Standards and Specifications. <br /> 1 G. A perniit is mquircd for llic destination of any fill lcaving tliis sitc. <br /> 17. On-site detention of'stonuwater runoff is required, in accordanee �vith City standards, prior to <br /> discharge to the combincd sanitary-storn� sc���er. <br /> 1 S. A grinder pump �aill bc required for side sewcr comtections to the puUlic sewcr system Cor the se���agc <br /> fi�om any finished (loor with an cle��ation less than the potenlial hydraulic grade line at the se���cr <br /> conncction poinL A separate gra��ity type sewer conncction lhal is independent of Q�e griuder pump <br /> sliould be made for the Iloors with an elevation grcater than thc potential hydraulic grade line of thc <br /> se���cr systcm. <br /> 19. All cxposcd ground tuust Ue resee�ed �vithin 30 days of U�c completion oC coustn�ction. If reseedin�, <br /> is not practical duc to ���cathcr or seasonal proUlems, the cround must Ue covcred �viih mulcli as <br /> directed Uy the City Engineer. <br /> 20. Tempoiary crosion control mcasures for construciion acti��ity must Uc operational prior to <br /> commencciucnt of auy dcaring or carlli���ork. <br /> 21. Acccss - OJ:. as sho�cn on thc sitc plan �cvic��ed. <br /> ��� <br />