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> an f 3 5RL5D3 !f3" aw' <br /> *1 y a <br /> `.QT„ "'1 <br /> 3I a$ I'iz a'�� fdL 7IA�ar.,12 �'yr .� f r -0 " 5 n �. rA ��`kM f l ba r 34t 1. <br /> b 4 f h w Y S w4'C a > Ci k an <br /> 1 4} Y CFO* 33 : I � , <br /> .Lw6u f� < °eflp ?.� Y z n <br /> 6 ' PA f_[1N5IAI ±CD02[ gm <br /> i REC0N557VCT MANHOLE LS 1 5550.00 O.m 7603 O.m MIX <br /> 2 V PVC R)' TO 5 DEEP) LP 613 SUM 670.00 59.433.03 moo 59,450.m <br /> ] 6 PVC 13' TO 1O' DID3ry LF 953 314.00 1 Am.m 6:6.0LV m 1,000.06 316AYA.00 <br /> 4 1 PVC (10 DEEP? LF 300 317100 MCI) 13.400.00 3W 33.400.00 <br /> 3 PVC 113'.14' DEEP) LF i 115.011 27000 SI,140 W 230100 54140.00 <br /> 6 SANITARY MANHOLE WTO B'D99h V. 10 $I .x/o.m 10.00 112.100.00 IDm $12.7m.00 <br /> MANHOLE EX^l =- I (> V DEFF) IP 20 SNf.00 10100 31m.m I Om Seto m <br /> d CONCRETE MANHOLE COLLAR EA to 370.00 0.00 $0.00 OAC sow <br /> 9 AMSRNG RING G 13 510.00 O.m $000 a.m. W.m <br /> 10 CONSMUCT CLTSMS DROP EA 1 31.00040 1.30 11,0001.4 1.00 51.000.m <br /> 11 OUTSIDE DROP 6CIRA DEPTH I> 21'! m LF - 3140.00 Coo S=00 S.m 3700.30 <br /> 13 B x 4- WYE EA 43 SAC.00 20.00 SKO.m 70.00 SSm.m <br /> 13 4 - PVC SERVICE ME LF I601 55 -M dm.m UAW= SOOm 34.000.00 <br /> 14 GRA.NULARr�OUNDATIONMATERIAL CY 4m 30.01 Im.m SLm 100.00 St.m <br /> v ORANLILAR DMOINC MATV5LAL CY 400 Sonc 0.00 SQm 0.00 EO.W <br /> 16 STANDARD PROCTOR !A 3 3 03.00 1.00 SUM 1.00 m.m <br /> 17 LN -PLACE DP.KSM EA 25 54.00 $.m 3=00 3.W _.. 3mo.00 <br /> T S.O9EDULE 6.0 SA75TTARY SRWM CCNTMCTLON- TO'EAL S33,374L0 313,273.03 <br /> A n.�, w.'PV n Mr.7w7w r 4 \9L 97APRT s v rmr.rr9' amPNSrcnv <br /> CON4ECTro EXISTING DPA6N 7T..E FA 1 $34.03 O.m 30.00 am 20.00 <br /> 2 SUBCRADE PREPARATION RD STA 14 BMW 0.00 50100 0.00 $000 <br /> 5 MODIFIED SELECT GRANULAR BORROW (p CY 390 58.50 SO.x 0.00 SOm <br /> 6 GEUTFXTILE FABRIC SY 660 SILO 0,03 3om G.m 50.00 <br /> 1 MILLBnVMINOUS PAI'GM6hT SY IS 325.00 0100 30m O.m SO ,W <br /> 6 AGCRECATE BASE, CL I TON 210 ItMoo 0.m moo O.W 31) 03 <br /> 7 TYPR 41 A. WEAR COURSE MDLTT295 TON 50 165.03 am 50.00 001 SOW <br /> 3 TYPE 315. RASE COURSE MDTNPE TON So MOO u t0.m 0.m 2005 . <br /> 9 BITUMINOUS MATMAL PM TACK COAT GAL 23 $3.m 0 SO <br /> .00 .m om 30.m <br /> 10 CONCRETE CURB 0. GLTTER, SURMOUNT LF 330 SE50 am 30.00 0.03 SOW <br /> If 4 CGNCRL'TE SIDEWALK 0 910 SAGO 0100 5000 0.00 $am <br /> 13 CONNECT TO EKLMNU WAloRNAIM EA I 332CW l.m $520.00 :.00 372100 <br /> 13 8 PVC WATENMAUI LF 114 316.:5 169.03 32,403-] 169N 32.40335 <br /> 7a =. NGE L335 110 31.10 0.00 $0.00 O.m so to <br /> IS 1 Rvlce CONNEC71ON Wl CURB STOP EA 3 $IM -W S.m 1750.30 IN 5710.00 <br /> 16 P COPPER smviC6 PLPE LF L 34.60 mm 51.319.60 231.)0 5:13:9.80 <br /> 17 CoNNCC- TG ERISTIN05ANLTARY SEWER G I S4m.5C LAO SAW.m 1.00 3400.03 <br /> IS 51 PVC (0 Y03' DEFT u L17 319.:0 1'.7.00 33.13'170 11710 52,"_34.TB <br /> 19 SMITARY MANHOLE 10'TO VD911O) PA 1 $11.00 1.00 311.m I.W $t 6.03 <br /> N CONCRETE MANHOLE COLLAR EA 1 510.00 Coo SOD) 0.00 so .3G <br /> 31 9 - K4 -WYE G 3 54.03 3.03 1300.00 S.W S2m.m <br /> 3IA MAYHOLE EKTRA DiM I >1'DEEP) L.P. 93 Sam 9.50 i560.m 930 $760.00 <br /> 23 4 PVC SERVICE ME LF 01 53.00 2190 31.443.00 219.00 31 A45.m <br /> 23 GiU-VULAR FOUNDATION MATERIAL CY 40 SCAI 40.00 $043 40.U) 10.40 <br /> 21 GRANULAR E®OLNCMATERIAL CY 4 50.0: 0.00 EO.m o.m $0.m <br /> 23 S7ANDARDM=rOR G 1 551 m 0.00 30.00 O.OJ MIX <br /> 15 IN -PLACE DENsm EA _ 540.W 0.00 Moo 0.m 10.00 <br /> 27 SUPORADE DENSITY TEST. MACE G I 540.30 o.m 30100 0.111 W.m <br /> 29 CLASS 3 GRADATION :'1:44T EA I SUL00 O.m W.m ow) $am <br /> 79 CLASS S PROCTOR TEST G I 513.00 0.03 Mm 0. * SOm <br /> 30 CLASS 5 DENSITY TES. LNPLACE EA ! 340.00 Om SOLO 0.0 30.03 <br /> 31 CONCRLC.':TMMNG G $13303 '1.00 SO.m O.W SGm <br /> 32 RRLMINCUS CORE DENSITY TE3'TLNG EA 1 5750.00 O.m 30.00 0.S SOLO <br /> T BM ALTERNATE D.'TOTAL 39,176.13 S9.376.15 <br /> T' /0T,'d £T:60 866T -8T -cM <br />