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i <br /> i <br /> "Remwe and Salvage Valve/Valve Hox/Cap at Maia", per each. <br /> I T6e uait contract price per each for ^Remove and Salvage <br /> Valve/Valve Box/Cap at Main^ �hall be full pay tor all labor, <br /> m�terials and equipment neceasary in removing and •alvaging the <br /> valve and valve box and installing the cap at main iacluding <br /> Iexcavation, backfill and reotoration to grade. <br /> "Remwe 6xisting Valve Box", per each. <br /> � The unit contract price per each foz ^Remove 8xioting valve Eox• <br /> �hall be full pey for all labor, m�terial■ and equipment neceesary <br /> in removing the valve box including excavation, backfill end <br /> re�toraeion of adjacent areas. <br /> "Adjust valve Box to arade", per each. <br /> "Adjust service Box to Orade", per eech. <br /> The unit contrect price per each for •Adjust Valve Box to Orade^ <br /> � and "Adjust service 8ox to Orade" �hall be full p�y for all costs <br /> � necee�ary to make the adjustment including re�toration of adjacent <br /> areae. <br /> "Double Detector Check Valve A��embly and vault•, per lump sum. <br /> The lump �um price bid for •Double Detector Check Valve M�embly <br /> and Vault^ �hall be full co�ea�ation to fuzni�h and in�tall the <br /> I DDCVA and praca�t concrete vault a• �hovm on Standard Dzawiag No. <br /> 5i5, including excevacion, backfill, compaation and �upplying all <br /> material aad fittings �hown on Standard Drawiag No. 515. Al�o <br /> included ara all pipe �nd fitting� neces�ary to coanect tha �wap <br /> ( drain to the neereet adjaaent drainage ■eructure allowiag gzavity <br /> draining. <br /> I sscr:aer �-u <br /> �w�rrs <br /> I tuc.rial. <br /> Section 7-1�.2 ie replaced a� follows: <br /> I Materiale �fiall meet the requirement• of the followiag ■ection� of these <br /> Special Provi�ions: <br /> Hydtant� 9-30.5 <br /> Con�tructlon Ilpuirwat� <br /> Section 7-14.3 i• replaced ae follows: <br /> I Fire Hydrant Aasembly: Fire hydrant a��emblie� shall be furniahed and <br /> inetalled in accordsnce with City of Hverett Stand�rd Drewing No�. 507, <br /> 509, and 510, and Section 7-1� of the Sta�dard Specificationa and the�e <br /> Speciel Provieions. <br /> I A through-expaneion joint shall be plzced between the baek of sidewalk <br /> and the 3' x 3' concrete hydrant pad. <br /> I Mechanical joint restraining device• permitted on the 6" hydrant <br /> connection to the m.iin shall conform to Section 9-30.2(6) of the�e <br /> Special Provision�. <br /> Divieion 7 Page 19 <br /> '. fiverett st�tion _ os 12/0o I <br /> H:\Jobe\9709�\TRANS�6N0\SPECS\100�ed\Stree[ eite\98SPEC7RI.docM+ <br /> � <br />