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DETAIL SUMMARY SHEET OF MISCELLANEOUS QUANTITIES <br />REMOVING CONCRETE PAVEMENT <br />CLEARING 81 GRUBBING <br />`" ""` <br />CONT. <br />SIDE <br />LT. <br />CLEARING <br />GRUBBING <br />STATION - STATION <br />0 + 00 - 205 +94.4 <br />zA+oo- ea+oo <br />OB + 25 - 4B + 50 <br />- -- <br />OC + 25 - 4C + 00 <br />OD + 25 - 4D+00 <br />OE +25 - IE+00 <br />OF + 25 - 5F +00 <br />OG + 25 - 4G+00 <br />OH + 25 - 3H+00 <br />44 PE'S 8 FE'S <br />BASE <br />TONS <br />38,780 <br />245 <br />565 <br />425 <br />480 <br />95 <br />680 <br />390 <br />310 <br />930 <br />STATION - STATION <br />I 157+00 <br />- - <br />1 <br />N0. <br />NO <br />ONT. <br />STATION <br />No. <br />STA. <br />_ _STA. <br />I 81 +00 <br />I <br />3A+00 - 4A+00 <br />I <br />I <br />34 + 00 <br />FLUME <br />5A+00 - 6A+00 <br />I <br />I <br />INT. EMBANK. <br />LT. <br />0+00 - 1 +00 <br />I <br />I <br />RT. <br />24 <br />5+00 - 7+00 <br />2 <br />2 <br />1 <br />51 + 00 - 57+00 <br />D. CHECK <br />8+00 - 9+00 <br />1 <br />58+ 00 - 59+00 <br />LAWN <br />12+00 - 13+00 <br />1 <br />1 <br />D. CHECK <br />LT. <br />16+00 - 17+00 <br />1 <br />1 <br />- <br />- <br />86+ 50 - 87+50 <br />22+00 - 23+00 <br />1 <br />1 <br />87+ 5 0 - 88+50 <br />D. CHECK <br />LT. <br />25+00 - 26+00 <br />I <br />I <br />RT. <br />22 <br />29+00 30 + 00 <br />SOD DRAIN <br />LT. <br />34+00 - 40+00 <br />6 <br />6 <br />RT. <br />71 +00 - 72 +00 <br />1 <br />1 <br />I <br />I <br />I <br />78 +00 - 79 +00 <br />3 <br />3 <br />C.P. <br />I7I E <br />87+00 - 90+00 <br />1 <br />152+00 <br />24 <br />99+00 - 100+00 <br />1 <br />III rL I <br />I <br />107 +00 - 109 +00 <br />2 <br />2 <br />60 <br />C.M.P <br />123+00 - 124+00 <br />1 <br />1 <br />3 <br />72 <br />102 <br />131 +00 - 134+00 <br />3 <br />3 <br />178+00 <br />135+00 - 138+00 <br />3 <br />1 <br />1 <br />1 2 iF <br />141 +00 - 142+00 <br />24 <br />56 <br />143+00 - 145+00 <br />2 <br />2 <br />9E BREAKER 'WALL REOT. <br />146+00 - 155 +00 <br />9 <br />9 <br />MINOR SIDEROADS, PRIVATE ENTRANCE <br />155 +00 - 156 + 00 <br />AND <br />1 <br />PIPES <br />156+00 -_157_+00____ <br />I <br />1 <br />----- <br />3 <br />TYPE <br />CLASS, ROADIEND- <br />158+00_- 161 +00 <br />3 <br />INCHES <br />172+00 - 173+00 <br />1 <br />- <br />I <br />177 +00 - 178+00 <br />24 <br />I <br />REMOVING CONCRETE PAVEMENT <br />""'""" "" "`"''""" <br />BASE COURSE <br />`" ""` <br />ONT. <br />N0. STATION <br />SIDE <br />LT. <br />S0. YDS. <br />32 <br />CONT <br />NO <br />2 <br />- <br />-- - <br />STATION - STATION <br />0 + 00 - 205 +94.4 <br />zA+oo- ea+oo <br />OB + 25 - 4B + 50 <br />- -- <br />OC + 25 - 4C + 00 <br />OD + 25 - 4D+00 <br />OE +25 - IE+00 <br />OF + 25 - 5F +00 <br />OG + 25 - 4G+00 <br />OH + 25 - 3H+00 <br />44 PE'S 8 FE'S <br />BASE <br />TONS <br />38,780 <br />245 <br />565 <br />425 <br />480 <br />95 <br />680 <br />390 <br />310 <br />930 <br />SHL'D. <br />TONS <br />2,860 <br />ao <br />- <br />- <br />35 <br />15 <br />- <br />25 <br />- <br />125 <br />I 157+00 <br />- - <br />1 <br />N0. <br />REMOVING MASONRY <br />ONT. <br />STATION <br />No. <br />SIDE <br />RT. <br />LT. <br />LT. <br />rt <br />rL <br />CU. YDS. <br />20 <br />2 <br />5 <br />25 <br />30 <br />I 81 +00 <br />157+00 <br />157+29 <br />158+00 <br />159+00 <br />LT. <br />REMOVING BUILDING <br />TONT. <br />STATION SIDE <br />N0. <br />-' - - 159+00 rt <br />NO. <br />------ - _. CON' <br />NO. <br />NO. <br />ABANDONING WELLS <br />STATION SIDE <br />158+49 -- LT. <br />SODDING <br />ONT. <br />141 +85.8 - 143 + 35.8 <br />048+50 - 3 B + 00 <br />97 + 48 <br />99 + 00 - 107 + 00 <br />SOD DRAIN <br />D. CHECK <br />RT. <br />LT. <br />STATION - STATION <br />TYPE <br />SIDE <br />NO. <br />STATION - STATION <br />- - <br />1 <br />N0. <br />1 <br />5+00- 10+50 <br />D. CHECK <br />RT. <br />200 <br />28+00- 29+00 <br />D. CHECK <br />LT. <br />FLUME <br />34 + 00 <br />FLUME <br />LT. <br />100 <br />34 + DO- 44+00 <br />INT. EMBANK. <br />LT. <br />INT. EMBANK. <br />47+00- 49+00 <br />D. CHECK <br />RT. <br />24 <br />47+ 00 - 57+00 <br />D. CHECK <br />LT <br />691.5 <br />51 + 00 - 57+00 <br />D. CHECK <br />RT. <br />RT. <br />58+ 00 - 59+00 <br />LAWN <br />RT. <br />65+00 - 68+00 <br />D. CHECK <br />LT. <br />135+00 - 136+00 <br />65+ 00 - 68+00 <br />D. CHECK <br />RT. <br />- <br />86+ 50 - 87+50 <br />D. CHECK <br />RT. <br />III <br />87+ 5 0 - 88+50 <br />D. CHECK <br />LT. <br />LT. <br />92+ 00 - 93+50 <br />D. CHECK <br />RT. <br />22 <br />96 + 30 <br />SOD DRAIN <br />LT. <br />52 <br />96 + 67 <br />SOD DRAIN <br />RT. <br />97 + 12 <br />SOD DRAIN <br />LT. <br />LUMP <br />SUM <br />SHOULDER MARKER POSTS <br />141 +85.8 - 143 + 35.8 <br />048+50 - 3 B + 00 <br />97 + 48 <br />99 + 00 - 107 + 00 <br />SOD DRAIN <br />D. CHECK <br />RT. <br />LT. <br />CONT <br />107 + 50 <br />101 +00- 105 +00 <br />FLUME <br />D. CHECK <br />SPAC- <br />STATION - STATION <br />- - <br />1 <br />N0. <br />STATION - STATION <br />SIDE <br />ING <br />NO <br />200 <br />100 + 00 <br />FLUME <br />LT. <br />FLUME <br />3 <br />35 + 07.2 - 44 + 27.2 <br />RT. <br />100 <br />10 <br />5 <br />100 + 00 - 107 + 50 <br />INT. EMBANK. <br />LT. <br />REMOVING OLD BRIDGE <br />RT. <br />141 +85.8 - 143 + 35.8 <br />048+50 - 3 B + 00 <br />RT. <br />LT. aRT <br />50 <br />50 <br />4 <br />12 <br />LT. <br />107 + 50 <br />101 +00- 105 +00 <br />FLUME <br />D. CHECK <br />LT. <br />RT. <br />STATION - STATION <br />SIDE STATIONS <br />15 + 00 - 43 + 00 <br />OG +50 - 26+00 <br />LT.BRT. <br />50 <br />8 <br />200 <br />112 +50 - 114+00 <br />131 + 50 <br />D. CHECK <br />FLUME <br />LT. <br />RT. <br />FLUME <br />EACH---------- <br />5 <br />-. - --.. - <br />- <br />RT <br />5 <br />LT. <br />131 + 50 - 133+50 <br />------- ----- <br />INT. EMBANK. <br />---- <br />RT. <br />1 <br />24 <br />48 <br />112+73.0-119+64.5 <br />RT. <br />691.5 <br />134+00- 135+00 <br />D. CHECK <br />RT. <br />LT. <br />103.5 <br />I 3 9E <br />I <br />127+ 17.5- 128 +21.0 <br />128 + 56.0 - 129 + 59.5 <br />RT <br />LT. <br />135+00 - 136+00 <br />D. CHECK <br />LT. <br />- <br />t <br />r <br />C.P. <br />III <br />1 <br />I' 3 iE <br />135 + 50 - 136+50 <br />LAWN <br />LT. <br />REMOVING OLD BRIDGE <br />RT. <br />STATION <br />SIDE <br />LUMP <br />SUM <br />25+50 <br />LT. <br />- I - <br />OBLITERATING <br />OLD ROAD <br />STATION - STATION <br />SIDE STATIONS <br />15 + 00 - 43 + 00 <br />RT. <br />LT. <br />27 <br />65 + 00 - 69 + 50 <br />200 <br />LT, <br />5 <br />102+00 -107+50 <br />FLUME <br />RT. <br />5 <br />110 + 00 - 115 + 00 <br />LT. <br />RT <br />5 <br />LANDMARK REFERENCE MONUMENTS <br />>NT. STATION SIDE LUMP <br />1 SUM <br />1 143 + 64 1 RT. I <br />167+00 <br />SO.YDS. <br />300 <br />60 <br />es <br />667 <br />120 <br />580 <br />260 <br />223 <br />220 <br />190 <br />110 <br />99 <br />122 <br />28 <br />28 <br />28 <br />28 <br />384 <br />80 <br />500 <br />55 <br />250 <br />144 <br />71 <br />67 <br />50 <br />40 <br />167 <br />D. CHECK <br />RT. <br />54 <br />D. CHECK <br />RT. <br />95 <br />FLUME <br />RT. <br />46 <br />NT. EMBANK. <br />RT. <br />233 <br />FLUME <br />RT. <br />42 <br />NT. EMBANK <br />RT, <br />200 <br />FLUME <br />RT. <br />50 <br />FLUME <br />LT. <br />55 <br />NT. EMBANK, <br />LT. <br />1067 <br />D. CHECK <br />LT. <br />900 <br />STEEL PLATE BEAM GUARD <br />--- - <br />CONT. <br />STATION -STATION <br />SIDE <br />LIN. FT. <br />ANI <br />NO. <br />14 1 + 00.0 - 147 + 54.5 <br />LT. <br />654.5 <br />7EET <br />C / 9 <br />3 <br />18+ 35.5- 27+77 <br />21 + 73 - 27+89.5 <br />95+ 54.5 - 96 +58.0 <br />95+ 74.0- 96+77.5 <br />LT. <br />RT. <br />LT. <br />RT. <br />941.5 <br />616.5 <br />103.5 <br />103.5 <br />CONT. <br />STATION <br />DIAMETER' <br />INCNES <br />LENGTH <br />LIN, T. <br />TPPE <br />END <br />(CLASS ROWY NALL <br />97+ 02.0- 98+05.5 <br />LT. <br />103.5. <br />97 + 21.0- 98 +24.5 <br />RT. <br />103.5 <br />9+00 <br />24 <br />48 <br />112+73.0-119+64.5 <br />RT. <br />691.5 <br />37+00 <br />24 <br />127 + 16.5 - 128 +20.0 <br />LT. <br />103.5 <br />I 3 9E <br />49+00 <br />127+ 17.5- 128 +21.0 <br />128 + 56.0 - 129 + 59.5 <br />RT <br />LT. <br />103.5 <br />103.5 <br />i <br />in <br />I <br />1' 2 iU <br />128 + 56.0 - 129 + 59.5 <br />RT. <br />103.5 <br />TOTAL <br />I SHS <br />14 1 + 00.0 - 147 + 54.5 <br />LT. <br />654.5 <br />7EET <br />C / 9 <br />CROSS <br />161 + 35.5-163+52.0 <br />LT. <br />216.5 <br />CONT. <br />PROJECT SHEET <br />NUMBER <br />TOTAL <br />I SHS <br />SO894(5) 3A <br />7EET <br />C / 9 <br />CROSS <br />DRAIN <br />PIPES <br />CONT. <br />STATION <br />DIAMETER' <br />INCNES <br />LENGTH <br />LIN, T. <br />TPPE <br />END <br />(CLASS ROWY NALL <br />- <br />M.R.M. <br />N0. <br />D <br />1 <br />9+00 <br />24 <br />48 <br />i C.P. <br />III I <br />I <br />37+00 <br />24 <br />84 <br />C.M.P. <br />rL <br />I 3 9E <br />49+00 <br />24 <br />48 <br />1 <br />C.P <br />I <br />i <br />in <br />I <br />1' 2 iU <br />72+00 <br />24 <br />66 <br />C.P. <br />III <br />1 <br />I' 3 iE <br />78+00 <br />72 <br />50 <br />P.C.P. <br />22 <br />109+50 <br />72 <br />52 <br />P.C.P. <br />19 <br />115+00 <br />36 <br />128 <br />C.P. <br />ZQ V, I <br />I <br />143+00 <br />60 <br />102 <br />C.P. <br />I7I E <br />14 <br />152+00 <br />24 <br />50 <br />C.P. <br />III rL I <br />I <br />155+00 <br />72 <br />60 <br />C.M.P <br />rt <br />16 <br />165+ 12.4 <br />72 <br />102 <br />P.C.P. <br />CL <br />19 <br />178+00 <br />30 <br />56 <br />C.P. <br />III rL <br />1 2 iF <br />189+00 <br />24 <br />56 <br />C.P. <br />Iff rL <br />1 2 <br />9E BREAKER 'WALL REOT. <br />MINOR SIDEROADS, PRIVATE ENTRANCE <br />AND <br />SLOPE DRAIN <br />PIPES <br />CONT.( <br />STATION <br />DIA. <br />LENGTH <br />TYPE <br />CLASS, ROADIEND- <br />M.R.M. <br />NO. <br />INCHES <br />LIN. FT. <br />LT. IRT. WALLS <br />- <br />I <br />3A+00 <br />24 <br />44 <br />C.P. <br />ml i X , 2 <br />4A+50 <br />24 <br />50 <br />C.P. <br />?II X 1 2 <br />7 +88 <br />18 <br />30 <br />C.P. <br />TQ PEI 2 I <br />17 + 00 1 <br />18 <br />30 <br />C.P. <br />III FE 2 <br />22+60 <br />24 1 <br />30 <br />C.P. <br />III FIE 2 <br />22 +60 <br />24 <br />30 <br />C. P. <br />III FE 2 <br />29+ 17.4 <br />18 <br />30 <br />C.P. <br />III FIE 2 <br />29+ 17.4 <br />24 <br />30 <br />C.P. <br />III PE 2 <br />2B + 00 <br />36 <br />88 <br />C.M.P. <br />X 2 <br />43+00 i <br />18 <br />30 <br />C.P. <br />III 'FE 2 <br />45+00 <br />18 <br />30 <br />C.P. <br />IIL FIE 2 <br />OC+50 <br />IS <br />30 <br />C.P. <br />III !FE 2 <br />I C + 4 1 <br />i <br />18 <br />30 <br />C.P. <br />III PE 2 <br />2C + 80 <br />18 <br />30 <br />C.P. <br />= FE 2 <br />58+06 <br />18 <br />30 <br />C. P. <br />ZII PE 2 <br />OD+50 <br />24 <br />54 <br />C.P. <br />III X <br />2 <br />3D+00 <br />18 <br />30 <br />C.P. <br />Za'FE <br />2 <br />73+00 <br />18 <br />30 <br />C.P.I <br />III FE <br />2 I - <br />88+87 <br />18 <br />30 <br />C.P. <br />III 'iPE ! <br />2 II <br />94+75 <br />24 <br />30 <br />C.P. <br />III IFE <br />2 <br />99+32 <br />24 <br />30 <br />C.P. <br />TIL .FE 2 i <br />103+85 <br />18 <br />30 <br />C.P. <br />III II PE <br />2 ' <br />107+57 <br />18 <br />30 <br />C.P.' <br />SIL iFE <br />2 <br />- <br />107+57 <br />18 <br />30 <br />C. P. <br />SIL PE <br />r <br />2- <br />117+06 <br />117+06 <br />24 <br />+ 30 <br />C. P. <br />i III IPE <br />IiPE <br />2 <br />122 + 55 <br />24 <br />30 <br />C. P. <br />III <br />2 l <br />134+72 <br />to <br />30 <br />C.P. <br />1 IIZ FE <br />2 1 <br />136+00 <br />18 <br />30 <br />C.P. <br />?Q 'IPE <br />2 <br />137+00 <br />18 <br />30 <br />C.P. <br />j III PE <br />2 <br />140+00 <br />18 <br />30 <br />C.P. <br />f FE <br />2 <br />I F + 00 <br />18 <br />30 <br />f C.P. <br />SII PE <br />2 <br />IG + 27.5 <br />12 4Y 9„ <br />30 <br />g,pp,q <br />X ! <br />20 <br />154+42 <br />24 <br />30 <br />C.P. <br />1 III PE <br />2 <br />155+80 <br />' 24 <br />60 <br />C.P. <br />mm PE <br />2 <br />158 + 40 <br />18 <br />30 <br />C.P. <br />TII PE li <br />2 <br />160+ 20 <br />18 <br />30 <br />C.P. <br />ZII PE' <br />2 <br />161 +00 <br />18 <br />30 <br />C. P. <br />III PE <br />2 <br />165 + 74 <br />24 <br />30 <br />C.P. <br />?ff FE I <br />2 <br />IH+61 <br />18 <br />10 <br />C.M.PX <br />. I <br />2 <br />199+40 <br />IB <br />30 <br />C.P. <br />III iFE 1, <br />2 <br />200+ 42 <br />18 <br />30 <br />1 C.P. <br />IQ IPE <br />2 <br />205 +88 <br />18 <br />30 <br />C.P. <br />I <br />III FE i <br />I <br />2 <br />! <br />