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<br /> o+ Construct Road Connections Sto.207+9657 HENRY ROAD NO. 198
<br /> Finish Roadway Sta. 180+00 to Stu,21 0o T• 1 Se R•9 E. M.D.BAM.
<br /> 569 SgYds. Road Mixed Surfacing Index B, 27-31
<br /> Roai Surfacing 60Tons Mineral Aggregate Sheet 8 of 16 Sheets
<br /> Sta.180+00 to Sta. 210+00 (5,980 Sq.Yds) (2.881ons Liquid Asphalt
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<br /> LEVEE
<br /> Sin. 197+70 to Sta.207+75 27'R't
<br /> NOW
<br /> (_S(ze Cross -Section) i ck3
<br /> Removal of Concrete �
<br /> RAY H. KISTLER 0 Sta. 197+73-Hdwls (a.2 Q.Yds.) 9I Lri
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<br /> �I -6 Construct Property Fence Construct Private Driveway
<br /> �0�Isar Z tl
<br /> al . . Sta. 181+60 h (As Directed By Engineer) \�v� I j
<br /> Sta. to 207+80 Pt.Type A fence(Salvage &Reconstruct) d 1 0
<br /> la. 180+OOto 210100 LType"Dence9g \ I I w
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<br /> I Q33� ated Rack”,W� 14141
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<br /> I � : ! � � II r $1't ET I
<br /> ROadi ch Y(jrd I Inclu in uanfiftes_S own Below I i 4 , ; 1 -1
<br /> APP °9e, S 128
<br /> A\
<br /> 128 t I
<br /> EXCAVATION C.Y. 623 815 738_ 503 239 104 100_ 112 119 81 89 134 _ 131 81 34 12 0 0 0 0 0 23 54 81 154 169 139 169 131_ 46 4881
<br /> EMBANKMENT C.Y. 0 0 0 0 23 46 56 — 51 51 102 93 42 51 181 204 _t2_0 ]_39_4 437 407 357 329 269 176 83 33 28 28 14 -- 46 162 3904
<br /> d 180 1 2 3 4 5 6 7 8 9 190 1 2 3 4 5 6 7 8 9 200 1 2 3 4 5 6 7 8 9 210
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