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Joe FeriancekJoe FeriancekJoe FeriancekJoe FeriancekJoe FeriancekJoe FeriancekJoe FeriancekJoe Feriancek <br />06/20/2019 8:57 AM06/20/2019 8:57 AM06/20/2019 8:57 AM06/20/2019 8:05 AM06/20/2019 8:05 AM06/20/2019 8:05 AM06/20/2019 8:05 AM06/19/2019 3:59 PM <br />drop from Building to gutters, 4.6%-6.2% cross slope will drive/walk on. Recommend reducing this down as much Add more contour labels to Line to help see how grading Easement doesn't <br /> cover the Pipe a 48" structure will be I think it's more common to HDPE Pipe rather than RCP.Provide 0.1' of drop across Call out bottom elevation of <br />Rip Rap - so Contractor is aware Rip Rap extends to <br />see a CS Pipe Apron with <br />Particularly on the NE Lot <br />Understanding needing a <br />Easement will have to be <br />manufacturer, but for 24" <br />BTB-100 Yr Storm peak <br />increased to hold entire <br />Dimension the North to <br />You can confirm with <br />not be confortable to <br />the existing ground. <br />elevation - 881.44. <br />South Aisle width. <br />bottom of Pond. <br />recommended. <br />is matching in. <br />as practicle. <br />manholes. <br />event. <br />Drainage & Utility Easement <br />Existing Ground Contour <br />Dimension Center Aisle <br />Drop across manholes <br />Drve Aisle side slopes <br />Storm MH 103 Size <br />Rip Rap Elevation <br />End Sections <br />Labels <br />JJFJJFJJFJJFJJFJJFJJFJJF <br />C4-SITE DIMENSION PLAN.pdf <br />C6-GRADING PLAN.pdfC6-GRADING PLAN.pdfC6-GRADING PLAN.pdf <br />C5-UTILITY PLAN.pdfC5-UTILITY PLAN.pdfC5-UTILITY PLAN.pdfC5-UTILITY PLAN.pdf <br />Engineering Tech - Engineering Tech - Engineering Tech - Engineering Tech - Engineering Tech - Engineering Tech - Engineering Tech - Engineering Tech - <br /> <br />