BLD2011-0602u��D 20��- oGo�
Lauchlin R. Bethune Associates, Inc.
■ Landscape Architecture &Planning, ASLA
September 2, 2011
Mr. Bob Kroese
PKJB Architects
119 South Main Street, Suite 410
Seattle, Washington 98104
RE: Est�ma�ed Landscape Construction Cast
Edmonds Goodwill, Edmonds, `��ashington
Tlie following estimate is for landscape construction cost for the six parking lot islands west of the existing building
and is based on the Landscape Planting Plan - re�fised 91I/11. Working includes topsoil import, plants, rock mulch,
fertilizer, staking and cleanup. Work does not include curbs, excavation or removal of existing materials or
irrigation.
Estimated Construction Cost
$4,�00.00 plus tax
If you have any questions or need any additional information please contact me.
Sincerely,
Lauchlin R. Bethune Associates, Inc.
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Lauchlin Bethune, ASLA
President
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BUItDINO D�PAR;'MENT
CITY Of A9pNDS
P.O. Box 1442 a Maple Valley, Washington 98038 m (425) 432-9877 � facsimile (425) 432-9878
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Reduced Efficiency Based on EdgelEnd Distance;
fC 1 = 1 as C 1 >= Ccr
fC2 = 1 as C2 >= Ccr
(fC)tot. =1.000 x 1.0 =1.000
Net AI�o��r�ble Shear Based on Bondl�vncrete S�rengt�:
(Vbond/concrete)net = 2720 x 1.000 x 1.000
Allowable Shear Value for Design:
Vdesign is equal to the lesser of:
2720 x 1.00 .c 1.00 = 2720 ib. >
Or
Not applicable -Steel
= 27201b.
= Vapplied, OK
Strength does not Con#roI by Observat�an
Check Combined Tension 8c shear In�eractiQn:
00/2720)^1 = 0.257255 < or = l .0 OK �
= 5/3 for Carbon/Stainless Steel Wedge -Ail, Titen HD and Carbon/Stainless Steel
Drop -In anchors installed in Normal Weight Concrete only. Otherwise, n = 1 for all other cases.
495/22451^1 + f 1
V�here n
k
f
i
C