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et>�TRACr rTSdis nus rEnHS2) <br /> T UT Ac jO D 5Tw <br /> ND .� i4E3CRIPTrUN � SrN2Y 4fr 2aKTT ; CUNTrtACT QY Y.: .tA4DHMt' cAM1Ir[i;TF Qyv. AMDfINT Cbni�i,E77: <br /> T'R'ICE%: AMO.UNT <br /> Sf.21E2rrILE.9.Q$AN 1 Nl' S! lf'PR <br /> I CONNECT TO EXISTING SANITARY SEVER EA I 900.00 9W.W 0.00 (1.110 0% La) OV.W I0)% <br /> 2 CONNECT TO EXISTING SANITARY 011 I EA I LSW.W 1,50D.W OW O.0) 0% lIM 1,5w.W )W% <br /> 3 JACK00RE STEEL CASING PIPE LF 75 150.01 11,250.00 OW 0N) 0% 75.W 11350.00 100% <br /> 4 12' PVC SANITARY SEWER (10 IT) LP 125 30.W 3,750.00 0.00 000 0% 125.W 3,750,00 I0)% <br /> 5 12'PVC SANITARY SEWER f12-14') LF 447 30.W 13,410.W 0.07 OW OR 475.W 14,250,W HM% <br /> 6 8' PVC SANITARY SEWER (0 -8'1 LF 362 26.00 9,412.W 0.00 0.00 0% 719.00 18,694.W 199% <br /> 7 8' PVC SANITARY SEWER (8.10') LF 225 26.W 5.850.00 0.00 O.W 0% 0.00 O.W 0% <br /> 8 8' PVC SANITARY SEWER t)0-12') LI' 771 26.W 2Q046.W 0.00 O.W 0% 63LW KAM.W 52% <br /> 9 8' PVC SANITARY SEWER C12-14 LF SO 26.00 2,080.00 O.W 0.00 0% 0.00 0.00 0% <br /> 10 SANITARY MANDOLE(0- 8') EA 10 1,150.W 12,500.00 O(m O.W 0% II.W 13.750.00 110% <br /> 11 MANHOLE EXTRA DEPTH p 0 LF 41 80.00 3.280.00 14.60 I,168.W Sri% 56.17 4.491W p7% <br /> 12 12'.4' WYE EA 8 75.W 600,00 0.00 O.W 0% 7.00 525.W 85% <br /> 13 8'd' WYE EA 23 40.00 920.0 1.00 40.W 4% 27.00 1,080.W Ill% <br /> M 4' SERVICE PIPE LF 1,850 6.W 11,100,00 92.50 SSS.W 5% 1317.50 9.105.00 82% <br /> IS GRANULAR FOUNDATION MATERIAL LF 1,810 0.01 18.10 3.375.W 3375 186% 3.315.00 33 .75 186% <br /> 16 PROCTOR Trisr EA I 40.W 40.W 0.00 )AX) 0% 2.W Rom 200% <br /> 17 INPLACE DENSITY EA 30 30.01 901.00 am 0.(q 0% 14.01 420.(M 47% <br /> I8 INFISHIELDS(EXTERNAL MANHOLE SEALS) EA 10 190.00 1,9(1(LW IO.W 1 100% IU.00 1!810.00 100'9 <br /> T SCUEOULE 4.0 SANITARY SEVVER-- TO'T,41. 99,456.10 106.75 98131 <br /> PERCENTAGE OF SCI I EDU LF 4.0 CON IPI.H'I ED: 99% <br /> SCf1EHULES.OSIDRAI SE55'ER <br /> I REMOVE I5 - CFIP LF W 7.00 420.W O.W O.W 0% 60.00 420.00 100% <br /> 2 IS' RCP STORM SEWER LF 401 32.0) 12,928.W 17.00 544.00 4% 351.00 11,232.W 87% <br /> 3 18'RCF APRON FA 4 5W.0) 2001.00 0.00 DIN) 0% LW 1,0X1.0) 50% <br /> 4 2'.3' CATCII BASIN EA 4 750.00 3,DW.00 0.00 000 0% 4.00 3,010.00 100% <br /> 5 RIP -RAP, CL III CY 8 60.00 480.00 8.00 480.W IW% 8.00 480.W IX% <br /> 6 INFISUIFLDS EA 4 212.1X) 848.00 4.00 848.00 l(1% 4.00 848.00 I(X)% <br /> 7 DRAINAGE SWALE LS 1 1020.00 1020.0) 1.00 1,020.W I0)% 1.00 1.920,W I0)% <br /> S REMOVE RCP STORM SEWER IS 1 5W.W 500.00 I.0) 500.01 I0)% I.0) 500,W I0)% <br /> T SCHEDULE 5.0 STORM SEWER - TOTAL 21,196.W 3392.00 18,501.00 <br /> PERCENTAGE OF SCHEDULE 5.0 COMPLETED: 87% <br /> o:%26(1077m \26007716..1, PAGH 3 201.077.31) <br />