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[BLD - Swale Plan Diagram] 10 27 2022 - 2022070882 - 49 BANNBURY LN - 07-11-31-7012-00060-0250 - HOLI.pdf

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CIT Y A ID Permit #2022070882 OAST ALM INC COMPLETED - 10/27/2022 ORPORATED 199 9 STORMWATER & ENGINEERING DEPARTMENT SWALE PLAN GENERAL NOTES 1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City Stormwater Engineer). The finished swale elevation is with sod in place. 2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul

Extracted Content

CIT Y A ID Permit #2022070882 OAST ALM INC COMPLETED - 10/27/2022 ORPORATED 199 9 STORMWATER & ENGINEERING DEPARTMENT SWALE PLAN GENERAL NOTES 1. The driveway culvert inverts are to be installed within 0.1' (+/-) of the elevations indicated on the swale plan (unless otherwise approved by the City Stormwater Engineer). The finished swale elevation is with sod in place. 2. The swale centerline is typically located 8 feet from the edge of pavement, 5 feet from e.o.p. in cul de sacs. Culverts in cul de sacs may require a 22.5° elbow. 3. The finished grade of the swale along the edge of pavement is to be 2 inches (before sodding) below the upper edge of the pavement. 4. The swale must have a minimum slope of 0.1% (1 inch across an 80 foot lot) in the direction of flow shown on the Swale Plan. 5. Swales at the construction site and on adjacent lots MUST NOT be OBSTRUCTED at any time. Any obstruction MUST be cleared IMMEDIATELY. 6. Contractor shall ensure that all litter and deleterious materials are cleaned up on a daily basis. No litter, debris, construction materials, or other deleterious material shall be left within the R.O.W. Damage to swales resulting from construction activity sha