----------- --- __ _ ._..._... 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 />
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