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I II <br />N V1 V)N V►N <br />a <br />E <br />gp <br />h <br />1 W <br />Q <br />O I <br />d O <br />Z <br />to <br />o <br />.a- In w <br />°0 w <br />O <br />a w <br />d ,y d <br />OOOW <br />ZZZCD0 <br />W W W 1 5 <br />zzmo <br />OOO O <br />MQW CW7offi <br />Wo <br />m000wl- <br />PAY THIS PERIOD <br />Z <br />o <br />_P <br />ZN <br />I$ 8,200.00 <br />$ 128.00 <br />O <br />o .FA'o <br />m <br />6.11 <br />N <br />0 <br />(0 V1 <br />0 <br />a <br />N <br />V► <br />S <br />o <br />.V• <br />V% <br />$ 1,250.001 <br />$ 2,700.00 <br />O <br />Sao <br />o <br />O <br />00 <br />N V► <br />$ 2,273.30 - <br />$ 6,428.04 <br />O <br />0 <br />e <br />1 <br />N <br />V! <br />O <br />0 <br />OD <br />n <br />O <br />8 <br />l+1 <br />T <br />V! <br />O <br />8 <br />O <br />N <br />Vs <br />$ 1,400.00 <br />$ 2,200.00 <br />O <br />0t goo <br />3) <br />T <br />cD <br />V► N <br />0 0 <br />.- 8 <br />O <br />1n <br />N N <br />$ 750.00 <br />$ 8,228.00 <br />O <br />o goo <br />8 <br />tD <br />V) w <br />0 O <br />8§ <br />H <br />N <br />H 4 <br />O <br />0 <br />0 <br />V) <br />li <br />0 <br />1.00 <br />1.00 <br />302.00 <br />0.00 <br />888 <br />oo <br />ro <br />8 <br />6 <br />888'80 <br />ui <br />og�ut <br />vofS <br />8 <br />in <br />221.00 <br />8 <br />8 <br />8 <br />888888 <br />..=orr <br />150.00 <br />3,740.00 <br />88 <br />uic <br />0.0 <br />160.001 <br />8 <br />r. <br />co- <br />Z <br />0 <br />z <br />125 <br />, ) <br />N V► <br />• . <br />N V> <br />. . <br />V, V► <br />) <br />N <br />, <br />V► <br />. . <br />V! V! <br />• , <br />N H <br />. . <br />V) V! <br />. <br />V! <br />• <br />V/ <br />, <br />V► <br />i <br />N <br />.. <br />N V► <br />1 1 <br />V► V► <br />1 1 <br />V► N <br />V► V) <br />V► Vl <br />VP V► <br />N <br />0 <br />00000 <br />000000O <br />Eg 08 <br />8 <br />0 <br />0.00 <br />0.00 <br />88888 <br />0000 <br />0 <br />0.00 <br />88 <br />0 0 <br />888888888888 <br />000000000000 <br />0.00 <br />TOTAL COST <br />88 <br />8g <br />10 <br />10 V► <br />$ 1,184.00 <br />$ 1,680.00 <br />88 <br />g <br />N <br />N H <br />$ 1,680.00 <br />$ 14,110.00 <br />8888 <br />8nr8 <br />rN <br />V► V► <br />N <br />Vl V% <br />S 1,820.00 <br />$ 5,400.00 <br />8 <br />& <br />l7 <br />V► <br />8 <br />cd <br />l <br />N <br />�$ <br />g <br />e= <br />Vl <br />8 <br />$ <br />Vl <br />$$$$$58.$8 <br />g ,g§.10 <br />N V! <br />1.-: <br />V► V► <br />ui <br />V► V► <br />m <br />IA V► <br />$ 5.120.00_1 <br />$ 3,600.00 <br />888 <br />Mvo <br />T <br />IR V► <br />N <br />N <br />8 <br />V <br />= <br />0 <br />$ <br />$ 128.00 <br />88888 <br />1%6169VW40 <br />8 <br />V! <br />p888888 <br />1f! <br />N <br />644,4, <br />r <br />V,NV! <br />r r <br />8O <br />IA <br />N <br />8 <br />l7 <br />N <br />8 <br />l7 <br />V► <br />8 <br />N <br />49 <br />Qgpp88 <br />V R. <br />VRr ANY <br />V/N <br />14 27.00 <br />$ 88.00 <br />$88.1N88.8 <br />O <br />6949496949wr%69V/ <br />fV <br />M O <br />N <br />izt <br />�! <br />~ilia <br />SITE WORK <br />1f�mQ <br />V <br />• <br />V <br />OT�r_m <br />- 2oF <br />1.8 <br />72 <br />nTANYD" <br />JJ(q(nJJ <br />J <br />W JJNtnN <br />to <br />N <br />y <br />N <br />W W <br />J4IJJJJW <br />Vg <br />a0 <br />Z <br />0 <br />2 <br />0 <br />a) <br />0 <br />w <br />t <br />MOBILIZATION <br />CLEARING AND GRUBBING TREE <br />REMOVE CONCRETE CURB AND GUTTER <br />REMOVE CONCRETE PAVEMENT <br />REMOVE BITUMINOUS PAVEMENT <br />SAWING CONCRETE PAVEMENT - FULL DEPTH <br />SAWINGBITUMINOUSPAVEMENT - FULL DEPTH <br />SALVAGE AND INSTALL CONCRETE PIPE STORM SEWER - 27" <br />RCP <br />SALVAGE AND INSTALL SIGN TYPE C <br />SALVAGE AND INSTALL PEDESTRIAN CROSSWAK FLASHER <br />IDEWATERING <br />SUBGRADE PREPARATION <br />AGGREGATE BASE CLASS 5 MODIFIED (6" THICK) <br />AGGREGATE BASE CLASS 5 MODIFIED (8' THICK) <br />(BITUMINOUS PATCH (RIVERDALE DRIVE - 3 BITUMINOUS <br />LIFTS) <br />BITUMINOUS PATCH (ARMSTONG BLVD & LLAMA ST. - 2 <br />BITUMINOUS LIFTS) <br />BITUMINOUS DRIVEWAY PAVEMENT (MATCH EXISTING) <br />MILL AND OVERLAY BITUMINOUS PAVEMENT (2' WIDTH X 1.5' <br />DEPTH) <br />PLUG STORM MANHOLE <br />CONNECT TO EXISTING STORM MANHOLE <br />CONCRETE CURB & GUTTER DESIGN B618 <br />6' CONCRETE DRIVEWAY PAVEMENT <br />'TRAFFIC CONTROL SUPERVISOR <br />TRAFFIC CONTROL <br />TEMPORARY CONSTRUCTION FENCE <br />SILT FENCE <br />STORM DRAIN INLET PROTECTION <br />TEMPORARY SEED AND MULCH <br />'FINAL SEEDING <br />SEED MIX <br />(EROSION CONTROL BLANKET <br />F <br />C <br />cZ <br />rr pN <br />ii1 <br />N0000230 <br />O T <br />N N <br />pr <br />iaii <br />T r <br />N N <br />IfpfrM <br />gai Ei <br />T T <br />N N <br />aaN <br />r <br />N <br />N <br />1.y� <br />O <br />N <br />l'7 'p'p <br />Eai<D <br />023V3� <br />r T <br />N N <br />�'gg <br />t04 <br />N N� <br />(Oi <br />�1 <br />NNN <br />N <br />1�I <br />N <br />N <br />i <br />R <br />N <br />ap <br />i <br />T <br />pN� <br />N <br />pr <br />IA <br />N <br />���� <br />pN pNp <br />f0 i0 <br />pP <br />In ig <br />Tl9 <br />N� <br />pr rr <br />fD ii1 <br />NEAANNEN <br />01 <br />N <br />pN <br />ig <br />N N <br />{rr�pT <br />i{ri� 1f1 <br />N N� <br />rpNM <br />Ei i(1 <br />N <br />tN <br />Fi <br />O <br />Z <br />1 <br />rNNfa <br />in to <br />is- <br />O° <br />to O <br />r <br />eC7 r <br />N <br />:2P <br />r <br />OD <br />r <br />C! 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