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Home My WebLink AboutXR2023-2407 - Soilsra m I MOTU Pile Foundation L . I A I Existing Building 570 ft I Retaining Wall Fall =-1 rl 605 ft 600 ft 595 R 590 ft 585 ft 80 ft 575 ft 570 ft 565 ft 565 ft B-1 Proaxted 560 ft -- 560 ft Qv60 555 ft Qvop 555 ft 550 ft . . . . . . . . . . . . . . . . . 550 ft 545 ft CoveredQVop. . . . 545 ft 540 ft . . . . . . . . . . . . . . . be backriUed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5540 ft 53 5 ft . . . . . . ... . . . Qvop . . ... . ..... 3 5 ft 30 ft . . . . . . . . . . . . . 3EOft 520 ft 510 ft Section A -A FM Graphic So e 520 ft 510 ft LEUEAD soll PACIFIC Inc. Project Location: CROSS SECTION A -A QvOP Very old paralic deposit GeotechnicaUEnvircutmentalServices 4 Geneve, Newport Beach, FIGURE -A- 1-2 1 PROJECT NO.: A-6577-17 ERAExisting Artificial Fill 675 N. EckhoOrange, CA 92868 ff, Suite #A CA M To be Backfilled Area DATE: 11/21/2017 SHEET 1 OF 1