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3003 W CASINO RD PEAT PONDS 1990 2016-01-01 MF Import
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3003 W CASINO RD PEAT PONDS 1990 2016-01-01 MF Import
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Last modified
3/6/2017 3:21:34 PM
Creation date
1/25/2017 2:36:05 PM
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Address Document
Street Name
W CASINO RD
Street Number
3003
Tenant Name
PEAT PONDS 1990
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� 01200 P�e 1 <br /> FARTHWORK <br /> ISEGTION 02200 EARTHWORK <br /> I1. GEN6RAL <br /> 1.01 SCOPE <br /> ( A. Tlils uctlon deacribea the genenl requiremenn tor eanhwork Including excavetlon,fill placement, <br /> subgrade and foundadon preparadon,gnvel surfadng, bedding, a�d �he appropdate dfsposal of <br /> all unsuitable matedala. Filt in�luda oanpscted eoil Iiner,Me end oouae gravel,aand,peat,and <br /> Iawctural fill. <br /> B. Glaring and grubbing shall be In aaorefena w�ith Secdon 02102. <br /> IC. De�vatering shdl be in acaordana Mi1h Seetloe 02110. <br /> I 1,02 APPLICABLE STANDARDS <br /> A. Perdnent provisions of the tolloaving rckrenced stendardt�hall apply W 1he work of thfs section, <br /> except es may t�e modlfied herdn, and are hercby made a part o(this spedficaUon W the extent <br /> ( refercnad. <br /> � <br /> 1. Amedcan Sa3ery for Testln�end Matedala (ASIM): <br /> ID 422 Method for Put3�JeSize Malysic for Soils <br /> D 1556 'fest Method for Denairy ot Shc In Place by the Sand-Cone Method <br /> ID 1557 Tat Methods tor Moisture•Densiry Rdadons oF Sofla and Soil•Aggrcgate Mixture <br /> Using ►0•Ib (I.SI kg) Rertuner end 18-In. (457 mm) Drop <br /> ID 2487 Classificadons of Solls for F.naineerin�Purpasa <br /> ( D 2922 Test Methodi tor Densiry o(Shc end Soil•Aggregate in Placx by Nuctear Methods <br /> (Shallmv Depth) <br /> D 4318 Teat Method for Liquid Limit, Plutic Limft, ond Plutldry [nda ot Soils <br /> I2. Washington Stete Depertmrnt ot Traruportatlon,Standard Specificatlons for Road,Bddge, <br /> end Munidpal Conswcdon <br /> f1.03 GENERAI- rtEQUIRF.MEM'S <br /> ( A. 'Il�e Convector ia wlely roponsible for the aafery ot W temporary wu and filla. Slope Ifnu <br /> indicated on the Drewings for temponry ats do not reprcsent the acmal alope w which the <br /> excavadon must be made to aalely perfortn the Mork. <br /> IB. Excavate permenent cuts w the�lope Iina indiated on the drawMas. <br /> C. ExcawUon �haU be pc�formed in � menner �uhi� �hW not impair Ne tiNshed sudace or <br /> I subgnde. Empt u othersuise required by the F.n�ineer or tpedfled,maintain the finished sudaa <br /> or subgrade edjaant W or formin` Ihe toundatlon for concrcte awctura vithin I 121nch trom <br /> the rcquired grade at ury point wfien tated wdlh � 10-foot tvaight edge. Excavatlon or overcut <br /> made outside the Ilnes Indicated on the Drawings or suked in the 8dd, ahall be refilled with <br /> � suluble fill or concrete u approved by the En4ineer. My retilling thell be perfarmed at the <br /> � BDBP <br /> 090190 <br />
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