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DETAIL SUMMARY SHEET OF MISCELLANEOUS QUANTITIES <br />PROJECT EnER <br />nuMaeR <br />T-- <br />awEr°a <br />017-2(44) 3A <br />/2 <br />GUEARING AND <br />GRUBBING <br />REMOVING CURB & <br />GUTTER <br />BIT CONC. PAVEMENT <br />GONGRETE <br />SIDEWALK 5" 111 <br />(DRIVE IN AYI <br />GR. OR GR, ST. BASE COURSE <br />R. C. P STORM SEWER <br />P 1 P E -C U L V E R T 5 <br />SIDE <br />STATION L. R. <br />IN. DIA <br />CLEAR, GRUB. <br />STATION TO STATION <br />SIDE <br />L. R. <br />LIN, FT, <br />STATION TO STATION <br />FON <br />STATION <br />S10E <br />L, q. SO. F7. <br />STATION 70 STATION <br />TON <br />"'r.e.►r.R. <br />STATION. 70 STATION <br />SIDE <br />L. R. <br />rL LENGTH DIA, sec <br />NO. <br />ROY LIN. FZ INCHES <br />maMertR LENJTH pp wr MhRE. <br />FATpM INc.m# IAN, FT. TYPE S L R RAP ERa <br />Roy <br />L-5-82 + 27 ✓ <br />28 <br />28 <br />581+50-588+24 <br />✓ <br />675 <br />0+49-1+00 S. MARIETTA <br />IO <br />584+42 <br />✓ <br />205 <br />✓ 205 <br />581+50-596+3g <br />WEST LAWN AVE. <br />4.510_ <br />60 <br />S. MARIETTA" IN <br />✓ <br />84 <br />24 <br />583+10 ✓ 24 581+50-585+13 ✓ 364 INTERSECTIONS 40 587+46 <br />_0+I6-1+00 <br />0+39 S. MARIETTA m <br />✓ 5 12 <br />584+19 ✓ <br />35 <br />35 <br />5t 13-O+47 N WESTLAWN <br />✓ <br />49 <br />589+66 <br />✓ <br />233 <br />N. MARIETTA ST. <br />BO <br />0+46 S. MARIETTA III <br />✓ 24 <br />12. <br />586+59 ✓ <br />20 <br />20 <br />0,47 N -WEST LAWN -585+73 <br />✓ <br />30 <br />589+91 <br />✓ <br />225 <br />S. MARIETTA ST_. <br />70 <br />1+00 S. MAR IE FTA <br />✓ <br />24 <br />1 5 <br />, <br />586.91 ✓ 30 585173-588+43 ✓ 270 590.95 <br />160 N. SHUMAN ST. 80 <br />_Ifj <br />587+23 ✓ <br />587+56 ✓ <br />20 <br />21 <br />20 <br />21 <br />588+24-0+49 S. MARIETTA <br />588+43-0+49N.MARIETTA <br />✓ <br />34 <br />37 <br />n <br />CONCRETE PAVEMENT 9 <br />591 +90 <br />✓ <br />80 <br />S, SHUMAN ST, <br />90 <br />588+21-588+74 III__ <br />✓ 0 <br />12 <br />CO. HWY. "M"- N. 110 <br />588t 35-588+54 <br />✓ 17 15 <br />587+89 <br />589+$4 <br />590+16 <br />17 <br />51 <br />40 <br />17 <br />5 1 <br />40 <br />0#49S.MARIETTA-588+93 <br />0+49N.MARIETTA-589+06 <br />589+06-591+08 <br />v <br />✓ <br />41 <br />32 <br />202 <br />STATION To STATION <br />581+50-596+38 <br />sa.rD. <br />7276 <br />WIS. HWY. 69-S. <br />200 <br />588+50-588+74 III <br />✓ 47 <br />5 <br />588 +74-591 +50* III <br />✓ 276 30 <br />f <br />591+14-591+50 III <br />_ <br />✓ 4 12 <br />f <br />590+54 <br />23 <br />23 <br />591+08-0+49 N. SHUMAN <br />✓ <br />40 <br />_ WEST LAWN AVE <br />N. MARIETTA ST. <br />5. MARIETTA ST. <br />88 <br />I.I 5 <br />10$ <br />SEEDING 61 STRAW <br />MULCH <br />591+ 48-591 +50 III <br />✓ 4 <br />12 <br />4 <br />' 590+84 21 21 0+49 N. SHUMAN-591+62 26 <br />591+50-0449N,SHUMAN III <br />✓ ✓ 62 18 <br />591,59 - 43 43 588+93-591+59 266 <br />591+50-592+130 III <br />� v 63 36 <br />592+62 <br />46 <br />46 <br />591+59-0+54 S. SHUMAN <br />37 <br />N. SHUMAN 5T, <br />113 <br />STATION TO STATION <br />SO.YD. <br />0+56-0+50 S.SHUMAN III <br />✓ 8 <br />12 <br />592+75 39 39 0,54 S.SHUMAN-592+27 ✓ 45 S. SHUMAN ST. 134 <br />0+50-0+38 S.SHUMAN III <br />✓ 35 I8 <br />592+85 ✓ <br />593+11 <br />30 <br />30 <br />30 <br />591+62-595+65 <br />595+65-0+66N.HWY,PM" <br />403 <br />56 <br />GO. HWY. "M" - NORTH <br />WIS, HWY, 69 SOUTH <br />17 9 <br />337 <br />ADJUST MANHOLE COVERS +� <br />581 +20 - 595.50 <br />1600 <br />0+385 SHUMAN-592413 III <br />✓ 22 <br />18 <br />} <br />592+13-595+00* III_✓ <br />287 36 <br />)� <br />593+86 v <br />594+42 v <br />15 <br />24 <br />15 <br />24 <br />592+27-595+3$ <br />595+38-0.82 HWY. 69-S. <br />✓ <br />311 <br />65 <br />_ <br />STATION <br />SIDE <br />L. R. No- <br />'594.98 IlI <br />✓ 101 12 <br />f <br />5 5.26 <br />596+01 <br />8 <br />581, 71 <br />✓ 1 <br />594+9 8-59 5 4 00 III <br />✓ 36 <br />15 <br />AT 1+00 S. MARIETTA <br />°r <br />7 <br />585+40 <br />1SODDING <br />595+00 m <br />✓ 4 <br />12587+23 <br />U-40 <br />CONCRETE STEPS <br />* <br />588+71 <br />591+45 <br />✓ 1 <br />✓ I <br />STATION 70 STATION <br />sO.rD. <br />595+00-595+53 III <br />✓ 62 <br />3611 <br />595+44-595+53 III <br />✓ 6 12 <br />SIDE <br />592402 <br />✓ I <br />583 +80 LT. -587+50 LT, <br />300595+52 <br />-595+53 III <br />-595+60 m <br />v <br />✓ 20 <br />✓ y 13 <br />12 <br />15 <br />- <br />STATI <br />L/ R. 80. ✓ <br />FT. 59543 <br />REMOVING CONC. <br />SIDEWALK <br />REMOVING CONC, PAVEMENT <br />584+ 78 <br />586+20 <br />19596493 <br />✓ I <br />595 4 73 - 595+76 III <br />✓ 46 588+60 ✓ I <br />596+53-596+04'N^III <br />✓ 54 <br />36 <br />STATION TO STATION <br />SIDE <br />L. R. <br />SO. YD: <br />STATION TO' STATION <br />SO. YD. <br />587+85 <br />589+33 <br />✓ <br />✓ <br />9 <br />14 <br />TOPSOIL <br />583+25 <br />✓ <br />5- <br />581+50-585+13 <br />807 <br />590+09 <br />✓ <br />9 <br />9 <br />MANHOLES TYPE f -J � <br />STATION To STATION <br />' 581 +20 - 595_t-5 0 <br />SO -YD, <br />1900 <br />583+99-584+.38 ✓ <br />29 585+13-5B5+72 246 590.15 <br />CONC. MASONRY , SIGNAL <br />LOCATION <br />SUPPORT <br />TYPE W- <br />C.Y' <br />1 � <br />� <br />584+38 -585+28 ✓ <br />58 585+72-588+16 542 <br />585.55 ✓ <br />9 588+16-589+06 482 <br />SIDE <br />STATION L. <br />5 85 +59 -588+55 ✓ <br />1 61 589+06-591+08 449 <br />R, NO, I <br />586+92 - 588+36 <br />✓ <br />75 <br />591-08-592-22 <br />505 <br />588-74 <br />✓ I <br />✓ I <br />FERTILIZER <br />595 +17 - 28' RT <br />1 <br />0.4 <br />588+78-588*92 ✓ <br />18 <br />4 <br />592+22-595+37 <br />595+37-596+38 <br />TOi <br />784 <br />CONCRETE SIDEWALK <br />5 • <br />591 +50 <br />592413 <br />595+50 - 26 LT <br />1 <br />0.4 <br />589+60 +- <br />✓ 1 <br />✓ 1 <br />__ <br />STATION rO STATION <br />CWT <br />596 +20 - 26' RT <br />1 <br />0.4 <br />;1 <br />_ <br />588 +95 -591+ 17 ✓ <br />1 14 <br />11 <br />STATION TO STATION <br />SIDE <br />595 +00 <br />596 + 32 - 26' LT <br />1 <br />0.4 <br />h �I <br />590+26-590 60 ✓ <br />L, R, $O. FL 595 +53 <br />1 581 4 20 - 595.50 <br />0+77 S.T.H. 69- 25' RT <br />1 0.4 <br />1 <br />591 +46-591 +74 <br />`' <br />22 <br />170 <br />CONC. CURB & GUTTER <br />30" TYPE <br />"A" <br />583+24 <br />583+99 - 584+39 <br />✓ <br />2 4 <br />595 +60 <br />_ <br />r 1 <br />FERTILIZER <br />2 <br />0+83 S.T.H, 69 - 25' RT <br />CONBOX TROL <br />04 <br />f <br />_ <br />592 + 1 0 -595+55 ✓ <br />✓ 1 601 <br />C Rmc, �,L E2L " <br />0+27 S.T.H. 69 - 23' LT <br />I 0,4 <br />{ <br />591-55 -595+82 <br />✓ <br />276 <br />STATION r0 STATION <br />SIDE <br />L. R. <br />LIN. Fr. <br />584438- 585+27 <br />585+61 - 588+54 <br />✓ <br />450 <br />0 + 40 <br />✓ 136 8 <br />'{" <br />0+ 51 C.T.H. "M" - 20' RT <br />1 0.4 <br />- <br />Il <br />581+50-585410 <br />360 1 <br />586,92- 586439 <br />✓ <br />590 <br />t' I <br />585+10-0+47 N. WEST LAWN <br />✓ <br />38 <br />588,79- 588+94 <br />! <br />�- <br />1 1 9 <br />1 4 <br />INLETS <br />R <br />TYPE 3--"H <br />EXCAVATION <br />�' { <br />0+47 N. WEST LAWN -585475 ✓ 271 569+60 <br />585.75-588+38 <br />✓ <br />263 <br />'590+26- 590+50 <br />V <br />32 <br />8 6 1 <br />STATION <br />BIDE <br />L. R. No. <br />UN L. FILL <br />1 LOCATION <br />'� C.Y. C,Y. <br />WASTE <br />C.Y. <br />58'1 +50-588+24 ✓ 674 588,98- 591+16 <br />CONDUIT <br />_ I <br />I <br />n I <br />i 588+38-0+49 N.MARIETTA ✓ 40 591 +46- 591+70 <br />REMOVING SIDEWALK�.J <br />✓ 395 1,00• S. MARIETTA ✓ I 981+50-596+38 4310 22 4280 <br />(.GONG. DRIVEWAY} <br />0+49 N. MARIETTA -589+ II <br />27 <br />592 + 14- 595,11 <br />✓ <br />1 18 2 <br />588+ 17.5 <br />✓ I <br />STATION TO STATION '. <br />METAL. <br />r <br />LIN, FT, <br />FIBER <br />N T <br />LIN, FT, <br />' <br />I <br />SIDE 588 + 24-0+49 S. MARIETTA r 2 7 595 1 11 - 595+51 <br />v 387 588+ 21 ✓ 1 J <br />STATION <br />L, R. <br />SO.YD. <br />0+49 S.MARIETTA -588+95 <br />✓ <br />40 <br />591 462- 595+51 <br />Y <br />1942 <br />588+40 <br />✓ I <br />it <br />593 +77 - 595 + 17 <br />L43 <br />=1 <br />582-60 <br />✓ <br />I I <br />588+95 - 591+52 <br />✓ <br />25 7 <br />535 + 51- 595+82 <br />✓ <br />3 6 B <br />588+ 35 <br />✓ i <br />_ <br />595 + 17 - 595 + 50 <br />70 <br />a i+ <br />584143 <br />-i87.47 <br />✓ <br />21 <br />569411 - 591+00 <br />I S 9 <br />588+50 <br />✓ I <br />595 + 17 - 0 +77 S.T.H. 69 <br />66 <br />id <br />"✓ <br />9 <br />591 +00 - 0+49 N. SHUMAN <br />✓ <br />39 <br />588174 <br />✓ 1 <br />0 + 77 S.T.H.69 - 0+83 S.T.H.69 <br />12 <br />I I <br />590+38 <br />+� <br />1 3 <br />0+49 N.SHUMAN- 591+73 <br />✓ <br />2 7 <br />591+14 <br />✓ I <br />0+77_S.T.H.69 -0+27 STH. 69 <br />75 <br />) <br />CT -- <br />589+ 65 <br />✓ <br />22 <br />591+52-0+54 S.SHUMAN <br />+- <br />361 <br />691+48 <br />✓ I <br />596_+ 20 - 596 + 32 <br />60 <br />589+92 <br />594+98 <br />✓ <br />✓ <br />20 <br />I I <br />-Oh 54 S.SHUMAN-592+29 <br />592+29 - 595+12 <br />✓ <br />✓ <br />45 <br />28 3 <br />CONC. DRIVEWAYS <br />7" +� <br />591472 <br />592+ OB <br />r 1 <br />I <br />{+ <br />595+50- 0+40 C.T.H."M" <br />41 <br />0 + 4p C.T.H."M" - 0 +43GT.H� 6 <br />1, ` <br />544+09 <br />593+50-593+90 <br />✓ <br />v' <br />36 <br />'42 <br />591+73 - 595+51 <br />595+51 -0+66 N.HWY."M" <br />✓ <br />378 <br />63 <br />s1DE <br />srarlON L. R. <br />__ <br />$O. YD. <br />5'94498 <br />595+01.5 <br />✓ I <br />✓ I <br />1 <br />0+40 C.T.H."M"-0+51C.T.K <br />48 <br />_593 STT 24 <br />594+50 <br />✓ <br />7 <br />.595412 - 0+82 S. HWY. 69 <br />✓ <br />72 <br />590438 ✓ <br />1 5 <br />595+76 <br />✓ I <br />`,1 <br />0+2T TH 6 -59 <br />S.._ <br />26 <br />}; <br />} r, <br />59 4 r 88 ✓ 3 596+01 ✓ 8 593+50 - 593+91 ✓ 65 595+00 <br />.595+06 3 AT I+00 S.MARIHTTA ✓ 7 594+50 9 595t42 ✓ I <br />594-09 ✓ <br />42 <br />595+53 <br />✓ 1 <br />{ <br />- - <br />.r <br />- - <br />-v <br />- <br />*NON PARTICIPATING <br />