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~; identity ropesed disruption area on Jaokson AvenuA for water <br />ConneCtl Jn. <br />~ he disruption area for-the Jackson .Avenue v~ater service <br />ccsnnection vvi'l( be s;hovrn on the construction documents :and <br />submitted for reviei~~. <br />~) Provide Standard Elk -River datails for all proposed improv?ments. <br />Standard E#k River details far ail proposed improvements wi## <br />be inc#uded on the construction documents anel sulb~nitted <br />for revieva, <br />c. ~-3 grading '.Plan <br />1j Provide..detai! of connections-with she City Street including pedestrian <br />ramps, valley gutter, sidewalks, etc. <br />l~etai(s for connections with -the City Street vii## be included <br />on the construction documents and ,submitted for reviev~. <br />2} Shova;propesed pav?mentsection. <br />The proposed pavement section aril( be spedfied in the soils <br />report. Atypical section wil( be.sha~n ar the pans. <br />3) ~4o curb alevaticns are ident7fied_ <br />Proposed :curbe#evations v~iill be .inc#udec# on -the <br />construction documents .and submitted for rev#ew: <br />~) Proposed curb type is not identified. <br />The proposed curb type is Bfi12. Details for the curb Sri## be <br />included on :the construction documents and submitted for <br />:review. <br />d. Several Comments: <br />P:pplicant shall provide a#~ili SWPPP and erosion contrd# :plan for site. <br />kpplicant sha## submit full hydrologic calcu#atioris including .:all infiltrating <br />pipe ;systerrts a.nd ponding areas. The pityEngineer is .continuing to <br />reuieua~thase -submitted} <br />4pplicarit shall provide soi# boring report. <br />A SV~1P:#?P .ariderosion c:Q.titrfll p(an v>i:f!#be included #n the <br />construction t~ocuments and submitted #or reviei~v. <br />See comments t3elaw for responses td-hydrologic <br />calcu#dfor~s. <br />A sail baring .report hall be provided by-the Architect. <br />Additional Engineer reviaw comments dated June 29, 2D i 1 via e-mail) <br />1) Applicant shall provide soils testing i~nd boring informatior- v~hich dentifiy the <br />elevation of grou d water and .support the .infiltration -rate used in `the drainage <br />calouiaticns. - <br />A :soil't:oring reportshall be prou~de~l`;laythe Architect, <br />Page 2.of ~ <br />