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----------- --- __ _ ._..._... W ... _.....,.,._... _, <br />ADJUST/NG MANHOLES <br />LOCATION Q UAN T/ TY <br />Sta. //*50 I Each <br />CLEARING and GRUBBING <br />Sta.101,00 to Sta.30068 and intersections <br />ROADWAY Z"X CAVATIOIV <br />LOCATION QUANT/T Y <br />D Street 1329 C.Y. <br />90 Street 84 C. Y. <br />/06.6 Street 47 C. Y. <br />// 1,h Street 64 C. Y. <br />Total 1524 C. Y. <br />SOIL STERILIZATION <br />LOCATION QUANTITY <br />Sta.10+46 to Sto.30+68 2701 S.Y. <br />F/N/BRING ROADWi4Y <br />Sta. 10+00 to Sta. 30 f 68 <br />DRIVEWAYS <br />TYPE QUANTITY <br />A 223 S.Y. <br />CLASS 4 AGGREGATE SUBBASE <br />L 0CATIOIV QUANTITY <br />D Street 1359 C.Y. <br />9tO Street 62 C. Y. <br />l0 !L* Street 64 C. Y. <br />11th Street 62 C. Y. <br />Total 1547C. Y. <br />CLASS 2 <br />AGGREGATE BASE <br />L OCATION <br />QUANTITY <br />D Street <br />76/ C. Y. <br />9 14 Street <br />34 C. Y. <br />l0 tL Street <br />36 C. Y. <br />l/1,'4 Street <br />81 C. Y. <br />Driveways <br />Type A 25 C. Y. <br />11 th Street <br />Total 9370, Y. <br />ASPHALT <br />CONCRETE <br />. <br />LOCATION <br />QUANTITY <br />D Street <br />616 <br />Tons <br />9!h Street <br />30 <br />Tons <br />10 t Street <br />29 <br />Tons <br />11 th Street <br />7/ <br />Tons <br />Driveways Type <br />A 25 <br />Tons <br />401-.f. <br />To fa 1 77/ <br />Tons <br />I <br />MONUMENT fRAMES t COVERS <br />LOCATION QUANTITY <br />Sta. I/,' 64 /foch <br />ASPHALT CONCRETE (MISC. AREAS <br />LOCATION QUANT/TY <br />Sta. //+96 /9 S.Y. <br />Sta. 15fS/ /8 S. Y. <br />Sta. 17,L50 15 S.Y. <br />Sta. /00,00 to Sta. 30,468 1039 S. Y. <br />Tota/ /09/ S,Y. <br />CLASS A CONCRETE Mino v S tr• <br />LOCATION ITEM QUANT/TY <br />Sto. //+70 Box Culvert 70 C. Y. (r) <br />CLASS A CONCRETE' Minor Str. <br />L OCAT/ON ITEM QUANTITY <br />Stn. 1/,496 D.I. /C. Y. (r) <br />Sta. 15+50 D. T. /C. Y. (r) <br />Sta. 17,450 D. L /C. Y. (r) <br />Total 3C Y. (r) <br />12"a ALTERNATIVE PIP T YPf /4 <br />LOCATION <br />QUANTITILS <br />LOCATION <br />LENGTH <br />STR. E X. <br />STR. BKF <br />Sta 11,487 Lt <br />18 L. F <br />4C. y (r) <br />1C.Y. (r) <br />Sta. 11087 Rt. <br />18L.F. <br />ICY. (f) <br />1C. Y. (r) <br />Sta. /51150 <br />401-.,F <br />5C. Y (r) <br />40,. Y (r) <br />Sta. 17,'50 <br />401-.f. <br />6C.Y(F) <br />4CY. (r) <br />Sta. 201,00 <br />421-F. <br />6CY. (r) <br />6C.Y. (f) <br />/0th St. Sta0,424 <br />60L.F, <br />IOC.Y.(r) <br />8C. Y (r) <br />l/t* St Sta.01,18 Rt. <br />I98L.F. <br />33C.Y. (r) <br />27CY(t) <br />To to l <br />!4161-.I=. <br />65C.Y(r) <br />5/C.Y(r) <br />CLASS B' ,CONCRETE <br />LOCATION ITEM ' QUANTITY <br />Sta, I0 70 Rt. Channel Lining 7C.Y <br />FRAMES € GRATES 24--10S <br />LOCATION QUANTITY <br />Sta. /1+96 /Ea. <br />$to. 15,450 If a. <br />Sta. 17,'50 /Ea. <br />Total 3Each <br />CHAIN <br />L INK <br />FENCE <br />LOCATION <br />TYPE <br />QUANTITY <br />Sta. 11f70Lt. <br />CL 6 <br />37L.f. <br />Sta. /1+70 Rt. <br />CL 6 <br />21 L.F. <br />271, 15 <br />Total <br />581,F. <br />6' CHAIN LINK GATE <br />LOCA TIO/V TYPE QUANTITY <br />Sta. 11+6ORt. CL 6 2 Each <br />(f) Denotes Final Quantity <br />METAL TUBE BRIDGE RAILING. TYPE/ <br />LOCATION QUANTITY <br />Sto. // 1,70 Rt. 98 L. F. <br />Wed ESCP <br />/2" 0 R. C. P <br />DRI VE WA Y (I III <br />DRIVEWAY <br />LOCATION <br />QUANTITY <br />Sta. <br />14,485 <br />/BL.F. <br />S to. <br />24+47 <br />18L. F. <br />Sia. <br />271, 15 <br />18 L.f. <br />Sta. <br />281,06 <br />/8 L.f. <br />Sta. <br />28,420 <br />/8L.f, <br />Sto. <br />28 +72 <br />24 L. f. <br />12' <br />Toto1 11414. F. <br />DRIVEWAY LIST <br />LOCATION TYPE A <br />Sta. /41,85 Lt 12' <br />Sta. 24447 Lt. 12' <br />Sta. 28+20 Lt. 12' <br />Sta. 281,72 Rt. 18' <br />Sta. 29-j&801-1 12 ' <br />f� <br />D STREET <br />Y A .. .yY r'S N1'4 C !f x N ` <br />N 0�1 �° 4E Ir° i i' S o 8 APPRAV01 RFCAYGAFN11Fff.flY MTF <br />i <br />u <br />'ADJUSTING MANN L S. <br />LOCATION 4 UANTITY <br />Sta. 1/+90 !Each <br />CLEARING and GRUBBING <br />$to. 01,42 to Sta. //+ 93 <br />Es <br />//V/SHING ROAD A <br />a. 0 +42 to Sta. /1,, 93 <br />DR/Vf WAYS <br />TYPE QUANTITY <br />D /257 S.Y. <br />ASPHALT <br />C01VCRr,7Ar. <br />DRIVEWAY <br />LOCATION <br />QUANTITY <br />Ninth. ' Street <br />381 <br />Tons <br />Driveways <br />142 <br />Tons <br />Trench Surfacing <br />40 <br />Tons <br />Total S63 <br />Tons <br />CLASS A CONCRETE Wwr Str. <br />LOCATION ITEM QUANTITY <br />SM. 81,25 Lt, D.I. /C. Y. (r) <br />.5 to. 8425 Rt. D. 1. IC.Y. (r) <br />Total 2 C. Y, (r) <br />MANHOLE TYPE I <br />LOCATION QUANTITY <br />Sta. 8A 25* 1 Each <br />12 "O ALTERNATIVE SEWER PIPE <br />LOCATION QUANTITY <br />Sta. 8,425 to Sta I1+87 362 L.F, <br />Sta 8+25 Lt 22 L.F. <br />Staa, 8,425 Rt. 224 ,04, <br />Total 406 L.F. <br />FRAME f COVER MANHOLE <br />LOCATION QUANTITY <br />Sta. 8+25 / Each <br />FRAMES i GRATES 24- IOS <br />LOCATION QUANTITY <br />Sta. 8#25 Lt. l Ea. <br />Sta. 8+25 Rt Ito. <br />Tota/ 2 Each <br />DRIVEWAY LIST <br />LOCATION <br />DRIVEWAY <br />WALK <br />Sta. 0,,48 0,t <br />4' <br />Sta. 0,,50 Rt. <br />3' <br />Sta. 1,129 L.t <br />37' <br />SM. H65 Rt <br />12' <br />Sta. 1,'68 Lt. <br />2' <br />Sta.2,406 Rt <br />12' <br />Sta. 21127 Lt <br />12' <br />Sta. 2036 Rt <br />l8' <br />Sto. 2f57 Lt. <br />12' <br />Sta.2,'89 Lt <br />3' <br />Sta.2* 93 Rt. <br />12' <br />Sto. 3+25 Lt <br />201 <br />Sto. 3+57 Lt. <br />12' <br />StaAtM Rt. <br />16' <br />Ste 3o,86 Lt. <br />16' <br />Sto.4+/0 Rt <br />/2' <br />Sta, 41,7-f Lt <br />12' <br />Sta. 5+00 Rt <br />22' <br />Sta. 5#04 Lt <br />12' <br />Sto.5,459 Lt. <br />28' <br />Sta 5+61 Rt <br />/4' <br />Sto.6+14 Rt <br />12' <br />Sta.6+48 Lt <br />121 <br />3ta.6+83 Rt <br />23' <br />ata. 7*07 Rt <br />19' <br />.3to..7t12 Lt <br />/8' <br />Sta.7t46 Lt <br />l8' <br />Sta. 71,92 Rt <br />12' <br />Sta.8 +03 Lt. <br />12' <br />Sta 8+50 Rt <br />12" <br />Sta. 8-1487 Lt <br />12' <br />5ta.9+/5 Rt. <br />12' <br />3to. 9*16 Lt <br />12' <br />Sta. 91,74 Lt. <br />14' <br />sta. 91,80 Rt <br />22' <br />Sta. 10,,09 Lt. <br />4' <br />3ta.11IL43 Rt. <br />18' <br />(F) Denotes Final Ouantity <br />A,J BUILT <br />MAIT11 S TREE T M (,;H A 4GES <br />