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::'.LONDLACI'IrF.Slbv; ITlIIS Y19t5U11 DYI'A1. TO MTR:;i <br /> rlYu <br /> \O fNSCHIITIItl IAIT or1'. EMIT DIY, AMOUNT Y W. AAWSI.NT <br /> rNl(8 <br /> SCIIgUULE; .U_SIOWNI DRAI <br /> I REMOVE 15" C.MP C111.V I SRT LF 100 S5.(%) 5o.ru w4) <br /> _ SALVAGE' AND INSI'AL1. 15' RCP 1.1 50 SO,") 50 57511 111 50 57YI. ) <br /> 3 SAI,VAC;F AND INSTALL 24' RCP 1.1' 1 10 SISA So.W 3011) <br /> 1 :5'CMP APRON EA 4 $IN)W So.m 6o.m <br /> 4 15'CbI1 "T LF I) $16W so SWJ <br /> 4 IS" CMP APRON EA 2 S125.(X) sc "I So.m <br /> I B"CMP CULVFRT LP 50 517.10 4aJx) Sam <br /> 6 15" RCI' 5.,l' 20 SIR W Saw) so X, <br /> 9' SCIIEDULP; 3.0 STORM DRAIAGE-1'Ol1V. 575f) S750.W <br /> S C I I F, D U L E-4.0_Nh\ T E P-%IA I.N <br /> I CONNECTTO EXISTING WA ERMAIN LA 1 $320.) 552D.1n 3920.m <br /> 2 6' PVC WATERMAW 1,1 In0 S16 -W W s2.240.W 140 S2.20.W <br /> 3 S' PVC WATERMAIN IT 920 516.50 420 1G93JW 420 $6.93n.W <br /> 4 12' PVC WATERMAIN IT 3320 S16.90 750 SC.O5'. 750 112,575.m <br /> 5 JACK HORS' 8" 1'VC WATERMAIS IJ 320 596-00 50 $4,AW W 50 S4.6W.1k <br /> 6 JACK BORE 12' PVC WA'I'ERMAIA 1.1 IN) SlOS M 511 s5,20W so S5.250.W <br /> INS'[AIT, 12' WMl THROUGH EXIS'['ING, CASTyG HA _ $1.550JNI SaW 10.1A <br /> S HYDRAN I - Wl VALVE 1:1\ 7 S1,881L(N) 1 3I.990M 1 SIM"m <br /> 9 8' VALVE C\ 20 $515JM SO.m 50m <br /> :0 12' VALVE EA 8 5885.(X) _ 11.770.) - 11.70.m <br /> Ii III 1'LNGS LIrS 125) 511.85 2WO s17M.0 200O S1.7M.W <br /> 12 2' INSULATION SP 54 $1.30 So _m Sam <br /> 13 GRANULAR FOUNDATION CY 2(X)0 $17JM So W so.m <br /> 14 GRANULAR BEDDING CY 2(KN) SB.W so.W SO.W <br /> 15 LOCATE GAS AMAIN !3A 5 5160.0[1 3 S.O.W 3 $Uo.W <br /> 16 STANDARD PROCTOR EA 1 S1(N).fNI so.m so.W <br /> 17 IN - PLACE DENSITY EA 40 5501(X) SON SOW <br /> T SCITMULF, 4.0 WATERMAIN- TOT.M. 538.wsm SM.N5_W <br /> SCHEDULE SRSANI'rAlt Y_SF.N:F.R <br /> I CO RE CONN E( "TOEXIMINGAfH EA 1 S320N) Sam 50m <br /> X' PVC SANITARY SIiWER(10'- 12'DI:I') 1.2 ' 300 $14_(X) 3W sy2W.m 3W 14,2W.W <br /> 3 8' PVC SANITARY SEWER (12' -14 DEEP) 1.1 NX) 515.511 600 SUM 500 19.3W.. <br /> 4 8' PVC SA.N rI'ARY SIRVER(I X I6' DEEP) LF 12110 SI850 28 $4,551.W 1000 SI8. <br /> 5 8" PVC SANITARY SENV13R (16' -IS' DEEP) 1.1 IOW $23.) Sam 39 58v;m <br /> 6 SANITARYMANHGIJi O- 8'DIIF.P) I-A 0 $1,130.) 5 15.650.m 8 59,6X1) <br /> 7 &CrCRN AI.MANHO LE 81 EA I 5200.) SO .W SO.W <br /> 8 MANHOLE EXTRA DEM IT (> S' DI',EP) 1.1' IN) 576.) 15 31.14n.m 35 S269).W <br /> 9 8' PVC I'ORCGMAIN IJ 1 4410 56.40 1o.W SOM <br /> 10 I.IF'r STATION IS 1 S52,800.W SD.m 0.2 11o.5(A.W <br /> 11 8" X 6" WYI' EA IB WAX) 9 S458.W <br /> 12 6" SANITARY SI \Il ;R SERVICE LF 620 510.20 3W S3.w,%. 300 S3.OS0m <br /> 13 SANITARY SFRVICI :CLI-ANOI "I' I 10 S1411W s0.m sore <br /> 14 JACK BORE 6' PVC SANITARY 5) `,Vf X SI'RA'ICI'. IT 4W 5 (XLW So .W so.m <br /> 15 JACK OOR Ii B' PVC SANI "1'.ARY SE547iK IJ I) S91)W 1W 11411p_W 210 s18.AY3W <br /> 16 JACK BORE 8" PVC FORCI:I1AI' I.F IW SW),IXI Sara SDm <br /> 17 Fr1'1'INGS LHS 11)(8) SI.(M %DM 50.W <br /> IX 2" INSIII.A'MON SP F4 SI.30 SO.m sn.W <br /> 19 GR.VNUI.AR I'OUNDATION CY 21X10 $I 7.w 4m S6,eW.W 400 $6.8W.W <br /> 20 GRANULAR BEDDING CY 21M $8.(x) 4011 S3.2M.m sW i4.DUD.W <br /> 21 LOCATE I ORCI MAfN I.A S 1215.(X1 16IR RIM <br /> '2 STANDARD PROCTOR EA I SMA) So.W Sam <br /> 23 IN -PLACE DENSITY I.A 50 SSOJM Sn.m $0, 111) <br /> T SC 1t;DU.B 5.0 SAN 1' I'ARY SEI %I.R -'I oJr AL 1$17,19.w SMM.385.m <br /> ALTERNATE- I;= SCAUA/l'EI,S;\ I E7RY_ IJIPR(J�'E,%IE,5T5 <br /> I SCAIJA(I'EI.L'MCrRY LMPROV"IM IEVI 5 IS 1 S8C456JN) SO,W SOW <br /> "1' ALTF.RNA TE IS - SCADArl ELEMETRY' IMPROVEMENTS- TO 'I'Al, 5114) So.tn <br />