HMA RESURFACING ON VARIOUS STREETS WITHIN THE CITY OF SPRING VALLEY INCLUDING: HMA SURF. REM., BUTT JOINTS = 187 SY; HMA SURF. REM., COLD MILL, 2" = 8102 SY; BIT. MTLS., TACK COAT = 4764 POUND; HMA BIND. CSE., IL9.5FG, N50 = 734 TON; HMA SURF. CSE., IL9.5FG, N50 = 824 TON; CLASS D PATCH, TY-II, 4" = 20 SY; AGGREGATE WEDGE SHOULDER, TY-B = 188 TON; MANHOLES TO BE ADJUSTED = 6 EACH; MANHOLES TO BE ADJUSTED W/ NEW TY-1 FR & CL = 2 EACH; INLETS TO BE ADJUSTED = 2 EACH; INLETS TO BE ADJUSTED WITH NEW TY-3 FR & FR = 1 EACH; VALVE BOXES TO BE ADJUSTED = 4 EACH; REMOVE AND REPLACE CURB & GUTTER, SPECIAL = 2291 LF; SIDEWALK REMOVAL = 1594 SF; PCC SIDEWALK, 4" = 1594 SF; PCC DRIVEWAY REMOVAL AND REPLACEMENT = 226 SY; DETECTABLE WARNING = 180 SF; EARTH EXCAVATION, SPECIAL = 14 CY; COMB. CONC. CURB & GUTTER, TY B-6.12 = 295 LF; CATCH BASIN, TY-C, 2' DIA. WITH TY-1 FR & OL = 1 EACH; STORM SEWER CONNECTION = 1 EACH; PAINT PAVT. MARKING, LINE, 24" = 37 LF.
