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4.2 Grading indicated along the southeast property line appears to require a <br /> Temporary Construction easement to perform this work.Any temporary <br /> easements deemed necessary should be submitted prior to final approval,or <br /> the plans should be revised to maintain all work on site. <br /> CSG RESPONSE: ALL WORK IS PROPOSED TO REMAIN ON SITE <br /> 4.3 Grading is proposed in too close of proximity to existing trees located <br /> along the southeast property line. Grading should be revised to tie into <br /> existing grade further from the base of trees, and the siltfence location <br /> should be adjusted accordingly. <br /> CSG RESPONSE: NOTED, SEE REVISED GRADING PLAN <br /> 5.1 PRELIMINARY SWPPP: <br /> 5.2 Notes should be revised to indicate perimeter erosion control measures <br /> and protection fencing will be installed by Contractor and inspected by <br /> City prior to any demolition or land disturbance.Contractor must provide <br /> 24 hour notice prior to inspection. <br /> CSG RESPONSE: NOTE ADDED TO SWPPP SHEETS SW1.081.1 <br /> 6.1 PRELIMINARY UTILITY PLAN <br /> 6.2 Once sanitary sewer stubs are exposed and location,size,and elevation are <br /> field verified, layout and design of service connection should be submitted <br /> to City for review and approval prior to construction. <br /> CSG RESPONSE: NOTED ON PLANS, FUTURE COORDINATION WILL BE <br /> REQUIRED <br /> 6.3 The locations of hydrants and valves should be reviewed and approved by the Fire Chief and <br /> Public Works prior to final approval. <br /> CSG RESPONSE: NOTED, COMMENTS FROM FIRE CHIEF WILL BE <br /> INCORPORATED <br /> 6.4 A concrete headwall and rodent guard should be installed on the 6"outlet <br /> from the underground systems. Details should be included on the Final <br /> Plans. <br /> CSG RESPONSE: NOTED ON UTILITY PLAN, DETAIL TO BE PROVIDED BY <br /> CONTRACTOR IN SHOP DRAWINGS <br /> 6.5 Due to the potential for a high water table and overland flooding,buoyancy <br /> calculations should be provided for the underground systems to ensurethey <br /> do not float during extreme conditions. RECEIVED <br /> CSG RESPONSE: BUOYANCY CALCUALTIONS ARE PROVIDED <br /> OCT ,i 8 ?ill <br /> 9 CITY OF oRQhQ <br /> 4931 West 355 Street•Suite 200•St Louis Parc•Minnesota.55416•www.civilsitegroup.com <br /> Matt Pavek,PE•763-213-3944 Patrick Sarver,PLA•952-250-2003 <br />