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407 TAliLE OF' CONTENTS (continued) EARTHWORK FOR OPEN CHANNELS: . . . . . . . . . . 407.1 Scope:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 407.2 Execution of Wark: . . . . . . . . . . . . . . . . . . . . . . 407.3 Quality Control: ........................ 407.4 Clean Up:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . 407.5 Method of Measurement: ................. 407.6 Payment:............................ 400-13 400-14 400-14 400-15 400-15 400-15 400-17 408 RIPRAP CONSTRUCTION: ........ ........... ......................... 400-15 408.1 Scope:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ............................. 400-15 408.2 Quality Standards: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 400-16 408.3 Materials:............................. . . . . . . . . . . . . . . . . . . . . . . . . . . .. 400-16 408.4 Execution of Work: .... . ...... . .. . . . . . ... . . ... . .. . . .. . . . ... . . ... . . ..... 400-16 408.5 Clean Up:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 400-18 408.6 Method of Measurement: ............... .. .. .. .. .. .. .. .. .. .. .. .. .. ... 400-18 408.7 Basis of Payment: ......................... ............................ 400-18 409 410 WATERING: ................................... 409.1 Scope:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 409.2 Materials:............................... 409.3 Execution of Work: . . . . . . . . . . . . . . . . . . . . . . . . 409.4 Quality Control: .......................... 409.5 Method of Measurement: ................. 409.6 Basis of Payment: ...... . . . . . . . . . . . . . . . . . . . 400-18 400-18 400-19 400-19 400-20 400-20 400-20 DEWATERING: ................................ 410.1 Scope:.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 410.2 Execution of Work: ........................ 410.3 Measurement and Payment: ................. 400-20 400-20 400-20 400-21 411 RESET STRUCTURES.... ..... .... .... ..... .. .. . .. . . .. ... .... . . .. .. . . .... ... 400-21 411.1 Description: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 400-21 411.2 Construction Requirements: ............................................. 400-21 411.3 Method of Measurement: ............................................... 400-22 411.4 Basis of Payment: ...................... ............................ 400-22 412 TEMPORARY CONSTRUCTION FENCING. .. .... .. . . . . ... ..... . .. .. . ........ 400-23 412.1 Description.......................................................... 400-23 412.2 Materials:............................. . . . . .. . . . ... . . . .. .. ...... . .. 400-23 412.3 Construction Requirements: ................. .. .. .. . . . .... . . .. . . . ..... . .. 400-23 412.4 Method of Measurement: ................... . ... . . . .. .. ...... . .. 400-23 412.5 Basis of Payment: ....... . ... . .... . . ... . . .. . .. . .. . . . .. . . .. .. . . . ..... . .. 400-23 500 STORM DRAINAGE.......................................................... 500-1 501 GRA VITY FLOW STORM SEWER PIPE A'lD PRECAST BOX INSTALLA TlON:. . . . . .. 500-2 501.1 Scope:. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 500-2 501.2 Quality Standards: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 500-2