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0 <br /> 7 1" SERVICE CONNECTION W1 CURB STOP EA 40 145.00 Ono 0.00 0% 40,00 4.?00.00 I00% <br /> 8 V COPPER SERVICE PIPE LF 16W 6.55 0.00 0.00 0% 1.510.00 9.89050 94% <br /> 9 GRANULAR FOUNDATION MATERIAL CY 600 0.01 0-00 (I m 0% U9.00 1. 24% <br /> to GRANULAR BEDDING MATERIAL CY 600 0-01 0.00 0,00 0% 0.00 0 -00 0% <br /> 11 IN- PLACE DENSITY TEST EA 45 511.00 0.011 0-00 0% (0(1 0.00 0%. <br /> 12 PROCTOR TEST EA 2 135011 000 0.00 0% 0.00 000 0- <br /> SCHEDULE 3.0 WATERMAIN - rOTAL 0.00 78263.93 <br /> SCHFO ILE.4ASAIAL $Y SEWER <br /> I CONNECT TO VISTING SANITARY SEWER FA 1 3.065.00 0.00 0.00 0% 1,00 3,W_00 [M% <br /> 2 BULD MANHOLE OVER "S TING SANITARY EA 1 4,385,00 0 (10 O.W 0% 1.00 4,385.00 106% <br /> 3 8" PVC (0 -AFT DEEP) LF 775 19.50 0_0 0.00 0% 6900 1.326.01) 9% <br /> 4 8" PVC (8-10 FT DEEP) LF 725 19-50 0-w floo 0% 1.13490 23,089.00 163% <br /> 5 8" PVC (10-12 FT DEEP) LF 50 20,40 0.00 0.00 0% 572,(10 11,668.80 114% <br /> 6 8" PVC (1 2.14 FT DEEP) LF 330 21.40 000 a 00 0% 510.00 10,914,00 155% <br /> 7 3 PVC (14-16 FT DEEP) LF 300 TO <br /> -i DoU Iflq '!7800 5A59_60 76% <br /> a 2'04SULATIOH SF 150 t w am 0.00 0% 43800 498.00 32s% <br /> 9 SANITARY MANHOLE (04') CA I'S 1,435.00 0.90 0100 0% 13,01 18,655.00 IMS <br /> to MAWOLE EXTRA DEPTH (,F) LF 46 1.4,00 0.00 fMx) 0% 39.58 2.2533A2 865 <br /> 11 CONCRETE MANHOLE COLLAR EA 15 40.00 6.00 (101) 43% 0.00 0.00 49% <br /> 12 fr X 4" FERVIC E VVYE EA 40 27-00 0,00 Roll 0% 40110 1. M0.00 30% <br /> 13 4"PVCSERViCC PIPE LF 164)(1 515 0,00 000 WA 1,829.00 9.602.25 114% <br /> 1. <br /> 14 GRANULAR FOUNDATION MATERIAL CY 500 11.01 am 0.011 0. 4100 O.M 011 <br /> 15 GRANULAR KIDDING MATERIAL CY 500 41.01 0.1�0 0JI0 0% 206.00 2,19 41% <br /> 16 IN-PLACE DENSITY TEST FA 40 50.00 (Ilia OM D% 41.00 0.00 0% <br /> 17 PROCTORTE5T E-P, 2 135 on oco 0,00 OC 0.00 0.00 0% <br /> IT <br /> iTi <br /> SCHEDULE 4.0 SANITARY SEWER- TOTAL 6.011 92.661,83 <br /> 1 127 CLASS V RCP LF 195 28-65 4,00 (Mlo 6% Mfx) 5,761.35 102% <br /> i6"93-10 <br />