Laserfiche WebLink
DETAIL SUMMARY SHEET OF <br />MISCELLANEOUS <br />QUANTITIES <br />CONTRACT <br />NO. <br />t <br />S 1107(31 <br />7717��i <br />CLEARING <br />GRUBBING <br />GRAVEL CRUSHED <br />STONE A COURSE <br />REMOVAL OF OLD CULVERTS <br />SODDING <br />RAW <br />PIPE <br />C U V E R T 5 <br />STATION- STATION <br />1+00-2+00 <br />STA. <br />1 <br />STATION- STATION <br />1+00-2+00 <br />STA. <br />1 <br />STATION-STATION BASE <br />CU. YDS. <br />1+00-77+45.4 9050 <br />SH'LD. <br />400 <br />(NOT A BID ITEM) <br />STATION SIZE <br />TYPE <br />SOD DRAIN <br />STATION-STATION <br />1+17 <br />SIDE SO.YD <br />R 16 <br />STATION <br />0-97 <br />SIDE <br />-R <br />N0. <br />3 <br />,", <br />**•*� <br />2+06 <br />18 <br />''°R rK <br />30 C.P. <br />f 'r—'' <br />f <br />"'• E"°i'' R <br />` <br />2 <br />17+00 - 19+00 <br />21+00 - 29+00 <br />2 <br />8 <br />4+00-9+00 <br />15 +00 -1 6+00 <br />5 <br />1 <br />+00- 18"A"+50 920 <br />FE'S 15 PE'S 230 <br />20 <br />13+25 2.dX2.0'X26' <br />42+52.9 I.I'X 1.5'X26' <br />SOD DRAIN <br />LAWN <br />1+18 <br />23+50-24+50 <br />L <br />L <br />12 <br />190 <br />1 2+00 <br />4+94.5 <br />L�-R <br />1 <br />2 <br />2+42 <br />10+15 <br />30 <br />18 <br />30 <br />30 <br />C.P. <br />C.P. I <br />FE <br />FE <br />2 <br />2! <br />33+00 - 34+00 <br />36+00 - 43+00 <br />1 <br />5 <br />17 +00 - 1.9+00 <br />20 +00 - 29+ 00 <br />2 <br />9 <br />_ <br />51 +75 1 1.25'X2.0'X35' <br />60+29.8 4.86 X 8.0' X 42.4' <br />SOD DRAIN <br />SOD DRAIN <br />32+65 <br />32+65 <br />L <br />R <br />19 <br />19 <br />6+70 <br />8+97.3 <br />R <br />L-R <br />1 <br />4 <br />18+57 <br />20+00 <br />18 <br />36 <br />30 <br />74 <br />C.P. <br />C.P. <br />FE, <br />X <br />2;_. <br />2 2 <br />51+00-65+00 <br />73+00-74+00 <br />8 A +00 - 14"A"+00 <br />14 <br />1 <br />6 <br />33+00-34+00 <br />38+00-47+00 <br />49+00 - 50+00 <br />61 +00 - 65+00 <br />73+00 - 74+00 <br />8"A'+00 -14"A +00 <br />1 <br />9 <br />1 <br />4 <br />I <br />6 <br />SHOULDER SURFACING STOCKPILED <br />67+94.5 2.dX .d X32.3' <br />STEEL PLATE BEAM GUARD <br />STATION -STATION SIDE LN. FT. <br />O. CHECK <br />D. CHECK <br />D. CHECK <br />D. CHECK <br />D. CHECK <br />D. CHECK <br />D. CHECK <br />47+00-48+00 <br />7A"+25-9"A+00 <br />7"A"+25-9"A"+00 <br />11"A"+00-12"A"+75 <br />I I"A"+ 00 - 13'A"+ 50 <br />52+00 -53+00 <br />57+00 -58+50 <br />R <br />L <br />R <br />L <br />R <br />R <br />L <br />54 <br />64 <br />8o <br />67 <br />106 <br />60 <br />80 <br />10+09.0 <br />13+00.5 <br />15+00 <br />18+00 <br />22+48.7 <br />23 + 0 <br />25+05.2 <br />L-R <br />L-R <br />R <br />L-R <br />L-R <br />L-R <br />2 1 <br />2 <br />2 1 <br />2 <br />2 <br />2 <br />3 <br />25+27 <br />36+99 <br />39 +81 1 <br />45+00 <br />45+00 <br />18 <br />18 <br />18 <br />24 <br />30 C.P. P£ <br />30 C.P. PE <br />30 C.P. PEi <br />64 C.P. X <br />BREAKER WALL X <br />2 <br />21. <br />2 _ <br />112 <br />3.0 <br />0-02-0-55 L-R 106 <br />D.CHECK <br />57+00 -58+00 <br />R <br />63 <br />+ <br />13"A"+10 <br />18 <br />70' ' <br />C.P. <br />PE' <br />2 <br />DRY RUBBLE MASONRY <br />1+05.5- 1+58.5 L-R 106 <br />32+15 -32+68 L-R 106 <br />D. CHECK <br />LAWN <br />61+50 -62+00 <br />61+50 -62+45 <br />L <br />R <br />24 <br />218 <br />26+25 <br />R <br />I <br />51 +75 <br />24 <br />76 <br />C.P. <br />X <br />212 <br />_ <br />STATION-STATION SIDE <br />23+50-25+05 L <br />CU.YDS. <br />40 <br />3+ -33+55 -R 106 <br />D. CHECK <br />D. CHECK <br />TO+50 -T2+00 <br />70+50 -72+00 <br />L <br />R <br />70 <br />56 <br />28+00 <br />30+67.3 <br />L <br />-R <br />1 <br />2 <br />60+29.81 <br />62+58 <br />i8 <br />CONCRETE <br />30 C.P. <br />BOX <br />PE <br />i2 <br />21 <br />IIA"+50-12"A"+50 <br />LAWN. <br />73+00 -73+80 <br />R <br />102 <br />+ <br />1 ! <br />66+00 <br />36 <br />72 <br />C.P.X <br />212 <br />33 + 05 <br />L <br />I <br />MARKER POSTS FOR ROAD <br />ON HIGH FILLS 8 CURVES <br />34+00 <br />35+28 <br />R <br />L <br />2 <br />2 <br />T3+ 96 <br />18 <br />30 <br />C.P <br />PE�±2 <br />STATION - STATION SIDE NO. <br />37+60.9 <br />L <br />i <br />PE'S 5 <br />18 <br />150 <br />b <br />HEAVY RIPRAP <br />BREAKWATER WALL <br />15+50 - 22+50I.8 <br />18+00 - 34+00 R 17 <br />41+00 <br />47+ 83 <br />L-R <br />R <br />2 <br />I <br />! <br />STATION-STATION SIDE <br />CU.YDS. <br />31+ 00 - 32+00 L 3 <br />19+00 - 24+50 R <br />191 <br />14"A"+50-15"A"+50 L-R 6 <br />50+25 <br />L <br />I <br />28+50 - 32 +70 R <br />243 <br />1TV + 00 <br />R <br />2 f <br />30+75 - 32 + 70 L <br />77 <br />8"A + 00 <br />-R <br />3 <br />33+00 - 33+ 25 R <br />14 <br />II"A"+ 50 <br />L <br />2 <br />53+00-35+25 L <br />129 <br />12"A'+ 59,6 <br />R <br />I <br />13"A"+40 <br />L' <br />15A"+02 <br />R <br />17"A" + 00 <br />-R <br />3 <br />51.+74 <br />L <br />t <br />51 +90 <br />R <br />I <br />55+00 <br />-RI <br />2 <br />_ <br />61 +00 <br />R <br />1 <br />—63+20 <br />64+Ii5 <br />-R' <br />3 <br />69+88 <br />R <br />2 <br />74+08 <br />R <br />2 <br />14 + 66.1 <br />-R <br />2 <br />77+45.4 <br />L-R <br />4 ': <br />i <br />i <br />i <br />i <br />