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ot Shown Does n:' <br /> REVIEW CEEC�C LIST -- - - Sunitte�: -Incarplet Conior. <br /> F, ST:R.`� SE�rv'ER R.EVIFW: <br /> 1, Position of sewer with dirrensions to street right-oz-way <br /> lines <br /> 2. Lengths of sewer in feet between manholes <br /> 3, -s and size of sewer lines <br /> q. Design calculations for storm sewer (piping system with <br /> Alan showing tributary area, pond etc. ) <br /> 5. Proftle of 2r0posed desi n qrace on centerline of street <br /> 6. Lccation of manholes and catch basins , shooing flowline <br /> elevations at manholes (Lat. connecteu to tM1H not into <br /> trunk lines) <br /> 7 spacing (500 ' max for 24" diamater or smaller, and <br /> m=-ter, gutter run to a single SDI <br /> 600' max. for > 24" dia <br /> E (700' max. ) <br /> 8. Profiles of DiDe. sho'winq percent SlcLDc- :>--tweern manholes <br /> 9. TN ical manhole details <br /> 10. Typical storm drain inlet details (lateral 12" diarrter <br /> 11, pursing plant system (including electrical details, pump <br /> house, rence, ;-�ave3 access, unoave(3 shall be steri li zed) <br /> 12 Trash rac:� {either in last `Il b^fore station or an angle <br /> rac:ti In station) <br /> 13. Drainage ponds (volume required and capacity, bottom <br /> elevation, side slopes, .fence with 18 ' double gate, <br /> around water elevation) <br /> 14, provision for terminal drainage (within one ,mile of a <br /> Le,- na.1 drainage facility) <br /> 15. Outfall structure <br /> 16. Trench detail <br /> 1 oumn system orovided <br /> 18. �nufacturar 's sDe ma <br /> ifications and data on pus and <br /> amal iotrrnnt <br /> 19. Boring recuirerrent for existincr s rpt or road <br /> 20. Crerator' s manual Ecr pumps , eoui�-nt, etc. <br /> � I I <br /> � � I <br /> ~ REMA-R-S: ~ <br /> H PS-RCL5 (9/89) <br />