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9 of 22 <br /> Wednesday, October 18, 2023 <br /> ELEVATION MAP <br /> 3' ! 50, <br /> -1 -3/4 -1 -1/2 00 <br /> - -T_- 3!4 — -- -- - --3/4--- --3L4_ 3/4----- 3/8 N <br /> -1 -1 <br /> -1 112 -1 1/2 - 1/2 <br /> 3 13 LOCATE PILE_ 3 <br /> ---6-0 - - - WITHIN 3'-0" N c^ N" c�i, 1 10' N - <br /> 7' 00 -- ----- - <br /> OC MAX r FROM CORNER ty/g- 10' <br /> -3/4 cn <br /> -3 10 -2 1/4 9 -1 P 12' b <br /> (4)PILES @ in ro <br /> 4 iv_ <br /> 6'-0"OC MAX <br /> N <br /> {`r =Helical Piles 3 <br /> -1 /8 1/8 <br /> 6a =Existing Posts 6 2 24 <br /> CENTER PILES ON <br /> \ <br /> EXISTING POSTS LOC PILES UNDER <br /> AT BLIND D KING&JACK <br /> STUDS C R-Y_ING-GARAGE_- - <br /> DOOR HEADER <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. LINO. <br /> 2. End piles are to be placed within 3'-0"from corner as specified below UNO. <br /> NOTE:L120'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 L120's contract and scope and are not addressed in this package.-L120 <br />