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8 of 26 <br /> Monday, March 9, 2020 1 <br /> i& <br /> FOUNDATION SPECIALIST <br /> a <br /> 1 <br /> Crew will install 3"Helical Piles with 4X segments of Angle Iron, and lift home to maximum practical recovery. Crew will drive <br /> Piles to a maximum 25'after there will be a$20 a foot charge per pile. <br /> L120 is in concurrence with pile layout recommended by R&R provided that the proposed layout is followed as marked and that a maximum pile spacing of <br /> 6'-0"o.c.is achieved with supplemental L6x6x3/8 angle iron installed at the indicated locations.Piles to be installed per SSK-01,angle iron per SSK-02. <br /> NOTES: <br /> 1. It is acceptable to install piles at the spacing shown with±0'-6"tolerance to allow for unexpected obstructions encountered during pile installation <br /> provided that no two adjacent spans exceed the spacing limitation of 6'-0"o.c. <br /> 2. End piles are to be placed as close to corners as possible and shall not exceed a maximum corner distance specified below. <br /> LE L SURVEY <br /> co 2 <br /> w v <br /> a 9 PlL .1 MAX j LOCATE PILE <br /> 3 WITHIN 3'-0"MAX <br /> ��" . Al _�- ! .,, 6_ A51.5` ;; f 3 9 10 11 OF CORNER <br /> -3 -3 1/ 3 • 114 -1 1/4 -1 2 1/4 -2 1/1 "i 1 2� 'U <br /> 2 <br /> 14 ! <br /> —Q n, 5` k <br /> w c" J I ! F13 o <br /> EL- „.__ J . .- <br /> 1T. +� Z IoQ..._ _ <br /> Crack WZO ; Q `r IZ o 5` 1 iv <br /> _ <br /> 1/2 <br /> �' �O i c�'I=- -C - F 3" Helical Pile; <br /> I 1/2 <br /> -1/2 0i— -1/8 <br /> ....—. . _-- �._____.__ ---._^.__ _ _. _a.._ <br /> 11/4 -1/2 0 <br /> -1/2 -1/4 I 1 <br /> 2'II , <br /> i <br /> 29.5' i in w <br /> __ ._____.__._ . __ _- __._-__� .... ____ -------_____-- _i_ <br /> 6.5' •! I I <br />