3201 SMITH AVE BASE FILE 2018-01-02 MF Import

i IMsteriale ehsll meet the re��irement• of the followin9 eection� of the�e I Speciel Provi�ion�: Saddles 9-30.6(1) � Corporatirn Stopa 9-�0.6(2) Service Pi{x 9-30.6(3) I Service F'it•tinge 9-70.6(4) Metez Settera 9-30.6(5) Hronze Nipples and Fittings 9-�0.6(6) Meter Boxe� 9-30.6(7) Coa�t:vetion R�qulr�Mnt� Section 7-15.3 ie tupplemented with the following: I The Contractor �hall con�truct new water eervicee or relocate existing water aervicet aa ohown in the Plans and as directed by the 5ng�i�ee�Owner'• Repreeentative. Final decision a� Co relocation or � I zepl�cement of various canponente of each wacer •ervice ehall be made by ehe sn9�kneerdwnez�e Repreeentative and the city water department � per�onnel sfter a field in�pection and examination. Nater servieet �h�ll be con�tructed in confotmance with the conatruction plans, these ISpeci�l Provi�ion�, and Everett Standazd Drawinge 502A, 5028, and 504C. Services to be replaced are ■hown in the Pl�n�, however, the ex�ct size, � condition, type of material and locition of exi�ting �ervice� may not be Iaccurate •ince thi• information i■ taken from exioting recordt. The Contractor �hall field verity the �ctual �ise and maceri�l of aaoh existing •er�ice and �hall replace ehe �ervice to ehe pzoperty liae, if I rhe service 1• found to be le�• than �/4" or if the material ia not copper or polyethylene or if, in the opinion of the City Inapector, the aervice is snbst�nd�rd. I Contractor �hall m�ech the ■ize and nrterial of exi�tin9 service as long as existing �ervice meet■ city •t�ndard�. Service■ meeting City etandarde ehall be connected to at the clo�est point with the •ame size 1 and materisl a� the axi�ting •ervice. , Unlese directed othen+i�e by the ieykweefOwner•e Repreaentative, all � �ervice line�, rcgardles■ of �ise, �hall be bored under pavement •ection, curb� and ■idew�lk�. The �awner'e Repre�entative will � � allow open cutting of pavnment only where eoi. eondition� prohibit boring. i.awn areu and ocher non-pavement areas m�y be open-eut foz •ervice installation. At the Coneractor'• reque�t, the Cn�lweerOwner's I Represencative may allow tunneling under curb and •Sdew�lk a� long a� it appe�re no etructural damage will be done to curb oz •idewalk as a re�ult of the tunneling operation�. Regardlets of Che method u�ed, the Contrector muet assure th�t the requized 30" of cover i• maint�ined. In the event open entting ie allowed, the Contr�ctor ehall keep the trench , ae narrow as pouible and in no event �hall the trench width foz oervicee exceed ]�". Controlled Den�ity Fill •hall be u�ed for the full depth of backfill when open cutting in ttreet�. Xhen directed by the Sngi-xeec-0wner's Repreeentecive, the Contractor �hall conneet an exi�ting � eervice line to the nev main and pzovide the fittings required for that purpose. at exi�ting metered water •ervices, if tAe metez box, meter �etteri, or eer�•iee line are eub�t�ndard, the�e components •hall be repl�ced with component• thet conforni to the�e Special Provi�ion� �nd Sverett Standard Diviaion 7 Page 21 �� Everett 3tation OS/12/o0 I �' H:\Jobs\97093\TRANS fiN0\SPECS\100\cd\Street •Ste\9BSPEC7P.I .docM�a;:N�}Y3Y9� ,�.r.. y I