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1 <br /> <br />culvert at HR-6 and any diversion facility from HR-6 to the Guard House <br />facility would be the responsibility of Castle Concrete Co. <br />CONCLUSION <br />This analysts has attempted to outline alternates for consideration b~ all <br />' parties. The approach has been to define the original responsibilities based on <br />the Intent of the subdivision Drainage Report and Plan. Incremental upgrades <br />are further suggested for varying flow routings. <br />Any new construction across Cedar Heights Drive will undoubtedly- impact <br />exlsting utility systems le. water, electric, gas, communication. The disruD~:ion <br />would likely- be similar no matter what size system fs installed across Cedar <br />' Heights Drive. Some utility Impact is also Likely with an exlsting system <br />upgrade. <br />' A simple schematic of each of the options is attached to Illustrate the <br />Items in the narrative. Exhibits A and B are also attached as portion: of <br />previously developed design information. Capacity nomographs are Included for <br />the culvert sizing. <br /> <br />1 <br /> <br /> <br /> <br />1 <br />1 <br /> <br />1 <br />1 <br />s <br /> <br />