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4504 TERRACE DR 2025-04-18
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4504 TERRACE DR 2025-04-18
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Last modified
4/18/2025 7:44:31 AM
Creation date
3/21/2025 9:14:05 AM
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Address Document
Street Name
TERRACE DR
Street Number
4504
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4 of 8 <br /> Wednesday, November 30, 2022 <br /> SCOPEOF WORK F°UNDA °" �'ALIST <br /> Crew will install 3" Helical Piles, as well as 3" Concentric Piers, and lift home to maximum practical recovery. Crew will drive <br /> piles to a maximum 25'after there will be a $20 a foot charge per pile. Crew will remove and replace concrete. <br /> L120 is in concurrence with pile layout recommended by R&R provided that the proposed layout is followed as marked and that a maximum pile <br /> spacing of 6'-0"o.c.and 8'-Vo.c.as noted on the level survey,is achieved. <br /> NOTES: <br /> 1. It is acceptable to install piles at the spacing shown with±0'-6"tolerance to allow for unexpected obstructions encountered during pile installation <br /> provided that no two adjacent spans exceed the spacing limitation of 6'-0"o.c and 8'-0"o.c.. <br /> 2. End piles are to be placed as close to corners as possible and shall not exceed a maximum corner distance of 3'-0"as marked. <br /> 3. Helical pile caps will be placed on helical piles 3 and 4. <br /> LEVEL S U RVFY <br /> 3' 12' <br /> - -- 3' 0 <br /> in <br /> 0 <br /> 3' <br /> -1/4 1 3, X = Existing Post <br /> 410— 1 F -3/8 -1/2 �- = 3" Helical Pile <br /> -�- = 3" Concentric Pier <br /> ❑ =Polyu ethane Lift <br /> -5/8 -7/8 -7/8 <br /> LOCATE PILES -5/8 <br /> UNDER -1 3/8 <br /> EXISTING <br /> ED POST _Ui 10 <br /> Cf)) 1 ca <br /> -374 <br /> N <br /> Lo TE -1 3/4 <br /> X ;H:E AL PILE Roworo <br /> PS UNDER 1 1/2 tacK - 9 <br /> 2 EXISTING 3 BN <br /> 6 POST -1 1/2 <br /> O <br /> 1 -1 LOCATE PILE WITHIN 2F MAX OF (4)PILES @ 6'-0"O.C.MAX <br /> CORNER - 8 <br /> LOCATE PILE <br /> U rack WITHIN 4FT MAX Y <br /> w U U LOCATE PILE WITHIN <br /> -J - 2-1 2 c0OF CORNER 1FT MAX OF <br /> 0 -2 1/4 -23 <br /> , -3 5/$ - CORNER <br /> 3 4 28' 5 <br /> f—(4)PILES @ 6'-0"O.C. MAX <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 /> exterior decks and deck supporting elements are outside of 1-120's contract and scope and are not addressed in this package. -L120 <br />
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