Discussion and Consideration to Approve a Professional Service Agreement with the Iowa DOT for the Highway 6 Improvements Project – Motion to Approve — K-2

TRENCHLESS, POLYVINYL CHLORIDE PIPE (PVC), 8 IN. 4" HP GAS LINE CROSSING. CONTRACTOR TO COORDINATE WITH RENAISSANCE GAS FOR CONSTRUCTION PRIOR TO WATER MAIN CONSTRUCTION. NOTE: HYDRANTS TO BE LOCATED 4' MIN. FROM BACK OF CURB AND 2' FROM EDGE OF SIDEWALK EXISTING 12" WATER MAIN WITH 24" STEEL CASING CONNECT INTO EXISTING 12 IN. WATER MAIN, TEE, DIP, 12 IN. X 8 IN., FIELD VERIFY DEPTH EXISTING HYDRANT FLUSHING DEVICE (BLOWOFF), 8 IN. VALVE, GATE, DIP, 8 IN. 45-DEGREE BEND, DIP, 8 IN. TEE, DIP, 8 IN. X 8 IN. EXISTING 12" WATER MAIN EXISTING HYDRANT EXISTING GROUND OVER WATER MAIN CONNECT INTO EXISTING 12 IN. WATER MAIN TEE, DIP, 32 IN. X 8 IN. STA 215+53.00, 94.5° RT FIELD VERIFY DEPTH 45-DEGREE BEND, DIP, 8 IN. STA 215+48.20, 99.5° RT VALVE, GATE, DIP, 8 IN. STA 215+45.60, 90° RT WATER MAIN, TRENCHLESS, POLYVINYL CHLORIDE PIPE (PVC), 8 IN. 11.25-DEGREE BEND, DIP, 8 IN. STA 215+48+40, 102.1° RT FLUSHING DEVICE (BLOWOFF), 8 IN. STA 215+40.00, 100.2° RT 435 LF TRENCHLESS