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BONESTROO AND ASSOCIATES © 612 6361311 09/03/97 13:23 0 :0A/13 n6:190' <br />38 <br />39 <br />40 <br />4t <br />42 <br />43 <br />44 <br />45 <br />4ft <br />47 <br />48 <br />49 <br />50 <br />51 <br />52 <br />53 <br />54 <br />55 <br />56 <br />57 <br />38 <br />59 <br />60 <br />61 <br />62 <br />63 <br />64 <br />65 <br />66 <br />67 <br />68 <br />69 <br />70 <br />71 <br />72 <br />Pari 2 - Waltr Main <br />8- DIP. Claw 52 <br />12- DIP. Class 52 <br />6" DIP. Class 32 <br />Cut into exislinji: 8" CIP <br />Cut into existing 6* DIP <br />Hydrant <br />6" gate valve ami boi <br />gate valve and box <br />12’ huttertly valve ami boa <br />Fittings <br />Mechanical trench compaction <br />Improved pipe foundation in 6’ Increments <br />Total Pan 2 • Walcrmain <br />Part 9 • Restoration <br />Clear and grvh <br />2' X 3' sump catch basin <br />4 ‘ diameter sump catch basin manhole <br />Catch basin tnanholc ovcrdcptli <br />Bituminous surfacing lemoval <br />('ommon excavation <br />Class 5 aggregate base (100% crushed) <br />Type 31 bituminous base course <br />Type 41A bituminous wearing course <br />Geotextile fabric <br />Bituminous material for tack coal <br />Bituminous street patching <br />Sawcut concrete driveway <br />Sawcul bituminous <br />Bituminous driveway restoration <br />Concrete driveway restoration <br />12" RCPiit plate <br />I5 “ RCP in plate <br />IS’ RCP. over H' deep <br />15 ’ RCP flared end in place with trash guard <br />Mcthanical ircnth coinpotiion <br />Improved pipe fnd. in 6’ increment depth <br />Remove existing CMP culvert <br />IM 39\139B8'.n EOUE ST3 WB? <br />LF 95 20 00 46 920 00 <br />LF 490 26.00 583 15.158.00 <br />LF 3 I9.W)10 ISO (Ml <br />EA 1 1.000.00 1 I.000.00 <br />EA 1 800.00 1 800.00 <br />EA 1 2,000.00 1 2,000.00 <br />EA 1 600.00 1 600.00 <br />EA 2 750.00 'y 1,500.00 <br />EA 1 1.000.00 1 1,000.00 <br />LB 1.370 1.00 850 830.00 <br />LF 590 1 00 639 639.00 <br />LF 593 0.01 100 l.OO <br />S24.6S8.00 <br />EA 20 300.00 51 15,300.00 <br />EA 2 1.000.00 2 2,000.00 <br />EA 5 1,200.00 3 6,000.00 <br />LF 17 125.00 $625.00 <br />.SY 11.600 1.00 11.500 11.500.00 <br />CY 3.700 .3.25 3,700 12,025.00 <br />TN R.(MX)9.20 8,000 73.600.00 <br />TN 1.200 23.50 <br />TN 900 27.50 <br />SY 11.000 1.00 10.819 10.819.00 <br />GL .550 1.00 <br />SY 300 6.30 <br />LF 100 5.00 • <br />LF 650 1.50 <br />SY 1.550 6.50 <br />SF 3,200 3 50 <br />LF 233 22.00 86 1,892.00 <br />LF 141 24 00 121 2,904.00 <br />LF 20 26.00 <br />HA 2 900.00 1 900.00 <br />LF 595 ) 00 207 207.00 <br />LF 393 001 <br />LF 430 2.00 KK)200.00 <br />• 1 <br />L