818 HEWITT AVE 2016-01-01 MF Import

LEE JOHHSON & �SSOCI�ITES, INC. - ENGIhEL=f�S 1717 PAGFICAVENUE EVERETT, WASNINGTON p0701 ZSV•60�1 u SWAN WOOSTER ENGINEERING INC. rvv� 1611 $.W. ISTAVENUE PJRTLANp,OR[GQ4 91]O1 7]l�B617 A JOINT VENiVRE CI-71-155 August 30, 1973 Port of Everett P, O. Box 538 Ev^rett, Washington 98201 Attention: Mr. Tom Onishi Reference: Hewitt Avenue Terminal - Final Inspection South Portion Dear Mr. Onishi: On Tuesday, August 28th, the final engineering inspection was made on the south portion of the project extendinq from the Pier #3 railraad spur to the south boundary of the project. The inspection was made in the company of Gerry Bader of Swan Wooster, Tom Anderson of General Construc- tion Company, Paul IIuFalry of Lee Johnson & Associates, Tom Onishi of •the Port of Everett and the writer. The inspection of the bulkhead face was made by boat and no discrepancies were noted in the construction of the bulkhead. The waler had been satis- factorily placed including tie-rods and fender piling. The closure strip linking the new bulkhead with the old at the south end of the project was done satisfactorily. The concrete coping was found to be satisfactory although the alignment had been adjusted to match the sheetpile alignment which created an offset for approximately four inches in the alignment near the south portion of the coping. This re-alignment was necessary to match up with the old bulkhead and maintain adequate concrete cover over the sheet- piling , The south area is properly prepared for asphalt surfacing, and appeared to be well compacted and well graded with adjustment in grades to accommodate six inches of asphalt at the coping and at the Pier 3 area. The grading for adequate drainage was accomplished and no discrepancies noted. The fill area immediately adjacent to the east end of the Pier 3 warehouse had settled in a couple of locations which would require a minor amount of filling, Some settlement was noted at the east end of the approach slab to the warehouse