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3201 SMITH AVE BASE FILE 2018-01-02 MF Import
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3201 SMITH AVE BASE FILE 2018-01-02 MF Import
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Last modified
1/13/2022 3:55:13 PM
Creation date
3/9/2017 9:33:51 PM
Metadata
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Template:
Address Document
Street Name
SMITH AVE
Street Number
3201
Tenant Name
BASE FILE
Imported From Microfiche
Yes
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� <br /> The Amtrak Railway contact is: � <br /> Kurk Laire � <br /> (Z06) 382-4131 <br /> Quality 71��uranc� <br /> A. The completed platfoxme ehall meet the following tolerancee: � <br /> 4ertical tolerancee (plumbnees) and horizontal tolerances � <br /> (ali,qnmeat) shall not exceed 1/� inch when mea�ured along a 10- <br /> foot etraight edge. <br /> B. Submittale: Submit 4 copiee of formwrk drawingo and calculationo a{ <br /> (if required) , and detailing the method of placing the forme near i�s <br /> the railroad tracke to the Owner�• Repre�entative. The drawiags <br /> ehall be stamped by a structural O�mer'e Repre�entative licensed <br /> in the etete of Waehington. All e�Fumptlons, dimensione, material � <br /> propertiee and other date ueed in m�king the etructuzal analyeis <br /> ehall be noted on the drawing. ' <br /> 1tat�rial• <br /> t� <br /> f� <br /> Concr�b � <br /> IThe concrete ehall be claes 4000 in accordance with Section 6-02 ofnroef - <br /> Specificatione. <br /> =�a+..-�..Q the 5tandard +.} <br /> i. <br /> R�inlorciaq <br /> I &poxy coated reinforcing, where ehoan in the Plane, �hall be per �t <br /> Seection 9-07 of the Standard Speci£icetions. !1 <br /> Dack!!11 1t�l�rial <br /> otherwiecldeleterioua material,fand �halliconfo=metorthe requirements 11 <br /> for gravel backfill for walle as �pecified in Section 9-03.12(2) . <br /> IInd�rdrain (I <br /> [1 <br /> A• Perforated Polyvinyl Chloride (PVC) meeting the requizemente of 9- <br /> 05.2(6) i <br /> B. Con�truction aeotext:le for underground drainage meeting the <br /> requiremenee of Section 9-73 �x <br /> �• Oravel 8�ckfill for Draino meeting ehe requiremant� of Section 9- <br /> 03.12(4) � <br /> •ouad�lion ft�t�rlal <br /> Cruehed Surfacing Top Cour�e meeting the requirements ef Section 9- <br /> 03.9(3) . <br /> M�rniny Til• - r�f�r to Voluy 7 of th� proi�c! �p�cltic�tiew. � <br /> Coa�truclioa 1t�Quiru�nt� � <br /> bccav�tion <br /> 6zcavation ehall be in accordance with the requirement• of Section :-09 <br /> and in confozmity to the limite and grade• �hown in the Plano. � <br /> Division 6 � <br /> � &verett Station p�ge B <br /> H:\Jobe\97093\TRAN6\ENa\SPSCS 100�cd Street •ite 9lSP8C6RI.doc OS/12/00 <br /> — 7� ' <br />
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