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9 of 22 <br /> Saturday, July 13, 2024 <br /> ELEVATION MAP <br /> DK <br /> LOCATE PILE 3 1 <br /> WITHIN 3'-0" 4(3) PILES g LOCATE PILE <br /> FROM CORNER 6-0"OC MAX rn <br /> 6Z117- <br /> 7 8 91 5' 10 WITHIN 3'-0" <br /> FROM CORNER <br /> DK <br /> (5)PILE6'-0"OC MAX6'-0"OC <br /> MAX <br /> 0 <br /> 12 <br /> -2 / <br /> Crack-3/4 (i)PB 3g��gLES @ DK = Existing Post <br /> -1 314 6'-0"OC MAX 2 /8 Crack =,3" Helical Pile <br /> 13 <br /> -2 /8 <br /> 15' <br /> C 46 N <br /> -1 1/4 4 <br /> -1 1/4 <br /> �? Garage —Gas <br /> N 00 -3/4 -3/8 <br /> 14' <br /> a� <br /> o Porch <br /> 1 <br /> N 15' i <br /> 16' <br /> L120 is in concurrence with pile layout recommended by R&R provided that the proposed layout is followed as marked and piles are installed <br /> with a maximum pile spacing of 6'-0"o.c. per the attached SSK-01. <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 <br /> installation provided that no two adjacent spans exceed the spacing limitation of 6'-0"o.c. UNO. <br /> 2. End piles are to be placed within T-0"from corner as specified below UNO. <br /> NOTE:1-120's scope is limited to the perimeter support systems/continuous footings of the primary structure.All stabilization and replacement efforts of <br /> interior elements,exterior decks,and deck supporting elements are outside of 1-120's contract and scope and are not addressed in this package.-L120 <br />