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5} identify proposed disruption area on Jackson Avenue for water <br />connection. <br />The disruption area #or the Jackson Avenue water service <br />connection anvil! beshown on the corns#ruction documents :and <br />submitted #or review. <br />8) .Provide Gtandard EIk River details for all proposed improvements. . <br />:Standard Elk'River details for all proposed improvements will <br />be included an fife construction documents and submitted <br />#or review, <br />c. G-3 Grading'Plan <br />1 } Provide detail of connections with the City Street including pedestrian <br />:ramps, valley gutter, sidewalks, etc. <br />Details #or connections -with the City Street will be' inclurlec3 <br />on the construction documents and submitted #or review. <br />2} Show proposed pavement section. <br />The proposed pavement sec#ion will be sped#ied in the -soils <br />report. A typical .:section will be shown on the plans. <br />3} No curb elevations are identified. <br />Proposed curb elevations wiN be included on the <br />constructiondocumen#sand submitted#or review, <br />4} Proposed curb type is not identified. <br />The proposed. curb type is B612. Details #or the curb will be <br />;included on the construction documents .and submitted for <br />review. <br />d. Genera! Comments: <br />' Applicant shall provide afiuli SWPPP and: erosion control plan for site, <br />Applicant shall submit full hydrologic calculations including all infiltrating <br />.pipe systems and ponding areas..{The City Engineer is continuing to <br />review those submitted) <br />;Applicant shall provide soil boring-report. <br />,A SWPPP and erosion control plan ~nrill be iinclucled in the <br />constriction documents and~submitted~or review. <br />See comments below #or responses to hydrologic <br />calculations. <br />A soil boring .report shall be provided by,the Arch`tect. <br />Additional Engineer review comments dated June 29, 211 (via a-mail) <br />1} Applicant shall provide soils testing and boring rifarmation aruhich identify the <br />elevation of ground -water and support the .infiltration rate used irl the drainage: <br />ca{culations. <br />~- soil boring report shat! be prcivided by the Architect.. <br />Page,2 of <br />