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Attachment I - Updated Engineering Report & SWMP

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 4.    THE EXCAVATION IS TO BE MAINTAINED IN A DRAINED STATE FOR THE PERIOD OF




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       CONSTRUCTION VIA THE USES OF TEMPORARY SUMPS & PUMPING TO DISCHARGE TO




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       THE EXTERNAL STORMWATER SYSTEM.




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                 H-2.7                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                               H-1.7




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                                                                                                                                     RETAINING WALL REFER                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                          ALLOWANCE HAS BEEN MADE FOR BULKING OR COMPACTION.




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 5.    ALL EXCAVATIONS TO BE BATTERED BACK AT THE MATERIAL'S ANGLE OF REPOSE OR




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                                                                                                                                    STRUCTURAL DWGS FOR




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       SHORED VIA SHEET PILING OR OTHER APPROVED METHODS.




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                                                                                                                                                  DETAILS




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                       SECTION E




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EARTHWORKS NOTES:




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                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                        DWG R08




                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                                     

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