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<br />. <br /> <br />'~~:I. e. <br />.~ f. <br />'I <br /> g. <br /> h. <br /> i. <br /> j. ' <br /> k. <br /> 1. <br /> m. <br /> n. <br /> <br />".) <br /> <br />. <br /> <br />, The flowline elevation at each sheet break:. <br />The type of pipe, bedding and backfill shall be included in the <br />Standard Details. <br />,The [mished grade for proposed and existing pavement. Where cut <br />and fill are proposed, the proposed new ground line should be shown <br />as a separate line from the existing ground line. <br />The existing ground line for the' near side of the public right-of-way <br />where a .sewer is to be placed between the edge of the existing <br />pavement and the edge of the public.right~of';way. ' <br />The existing ground line at the centerline of the proposed sanitary <br />sewer where a sanitary sewer is to be placed within an existing <br />easement. Show any proposed cut and fill as described above. <br />The flowline elevation of service leads where, the service lead crosses <br />the edge of the public right-of-way or the dedicated easement to the <br />public right-of-way. , <br />The limits of any proposed bore and jack, microtunnel, or auger <br />operations. , <br />Locations and limits of where pressure pipe .is to be installed for <br />. water line ~rossings. <br />The location of special backfill and any proposed stacks shall be <br />iden~itied be stations indicated on the design plans. <br />Avoid vertical breaks in profiles. Use alterIlll:te scale for all profile <br />sheets if all of proposed sanitary sewer cannot be shown on anyone <br />profile,section for the station run indicated in plan view for that <br />sheet. ' <br /> <br />6. Drawings for subdivisions shall show the proposed location, by stations, of all <br />. service leads, service connection risers. . <br /> <br />E. <br /> <br />Service Leads . <br /> <br />1. Service leads shall be evenly spaced at every other propertY line between two <br />adjoining lots unless there is an odd number of lots. The City reserves the right <br />to direct the engineer to relocate any proposed service lead upon reviewing any <br />submitted' plans. A single 6-inch service lead located at the property line <br />betWeen two adjoining lots' would serve two single-family residences with a wye , <br />placed at the end of the service lead. Do not install the. Wye beyond the edge of <br />either the public right-of-way or dedicated easement. <br /> <br />ai Near side double sewer service leads shall not exceed five feet (5') in <br />, length, shall terminate' at ,the, property ,line, and' shall be located within a <br />public right-of-way or easement. <br /> <br />2. Any far side service lead extension ,of ~ore than 50 feet parallel to the street <br />right-of-way shall be treated as a lateral sewer. <br />3. Service leads for single-family developments should not connect to the manhole, <br />and will be granted approval on a case by case basis. Service leads expected to <br />discl!arge more than 5000 gallons-per.-day shall discharge into a proposed or <br />existing sanitary sewer manhole. ,.Where the flowline of the service lead is 36 <br />inches or greater above the flow line of the manhole, 'provide a standard drop <br />manhole. ' <br /> <br />a. Service leads shall be provided to serve each lot within proposed <br />development. The' detail for a typical near-side and far-side service <br />leads shall be included with the construction drawings. <br /> <br />Sanitary Sewer Design Criteria Page 3 of 10 <br />