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1817 HOYT AVE 2025-04-15
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1817 HOYT AVE 2025-04-15
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Last modified
4/15/2025 1:39:51 PM
Creation date
3/11/2025 10:54:40 AM
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Street Name
HOYT AVE
Street Number
1817
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10 of 30 <br /> I <br /> Thursday, July 29, 2021 r -'' <br /> 7._ ._INK <br /> SCOPE <br /> C O P(-L OF WORK R K FOUNDATION 1 SPECIALIST <br /> y-r V V (\ ,. <br /> %fL <br /> Crew will install 3" Helical Piles, as well as 3"Stabil-Loc Piers, and lift home to maximum practical recovery. Crew will drive piles <br /> to a maximum 25'after there will be a$20 a foot charge per pile. Dingo accessible. <br /> L120 is in concurrence with pile layout recommended by R&R provided that the proposed layout is followed as marked and that a <br /> maximum pile spacing of 6'-0"o.c.as noted on the level survey, is achieved. <br /> NOTES: <br /> 1. It is acceptable to install piles at the spacing shown with±0'-6"tolerance to allow for unexpected obstructions encountered <br /> during pile installation 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 of 3'-0"as marked. <br /> 1 P\/PI CI I \/ <br /> (4) PILES @ 6'-0" 0.C. MAX14' 1 <br /> Iil ii, • "I 1 <br /> Q \ Q 2,6' 1 <br /> o\ 3 ,.--2 1/4 -1 3/4 2 1 1/8 -3/4 <br /> LOCATE PILE <br /> En <br /> WITHIN 2FT MAX <br /> Z OF CORNER <br /> 4 <br /> 1 -3/4 . = Existing Post <br /> Q 5 • 2 1/4 Q <br /> 2 2 \ Y-3 • =3" Helical Pile <br /> U 0 —- =3" Stabil-Loc Pier <br /> O 64 0 • o <br /> LOCATE PILE <br /> WITHIN 1 FT MAX <br /> CD 1 1/4 o 0 1 OF CORNER AT <br /> © @ ® CHIMNEY <br /> fn 7 ' U) 7 LOCATE PILE <br /> � -3/4 -J \ < 5 WITHIN 2FT MAX <br /> E OF CORNER AT <br /> 8;Y E CHIMNEY <br /> -1 1/8� , 15 N . <br /> -1 1/4 'c4 } <br /> g,t_ -1 7/8 -1 1/4 -3/4 -1 1/4 LOCATE PILE <br /> a 'T WITHIN 1FT MAX <br /> LOCATE PILE 14' 13 OF CORNER AT <br /> (-WITHIN 2FT M - LOCATE PILE CHIMNEY <br /> \ 10A OF CORNER WITHIN 1 FT MAX <br /> 12' 11 OF CORNER <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 /> exterior decks and deck supporting elements are outside of L120's contract and scope and are not addressed in this package. -L120 <br />
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