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DETAIL SUMMARY <br />SHEET <br />OF MISCELLANEOUS <br />QUANTITIES <br />PROJECT <br />CONT <br />NO. <br />I <br />- <br />---- <br />-. <br />SODDING <br />STATION - STATION TYPE <br />326+00- 330+00 D. CHECK <br />326+ 00- 337+00 D. CHECK <br />- -- --- <br />333+ 00- 338+00 D. CHECK <br />00+ 25 - 40+00 D. CHECK <br />----- - -- -- - - <br />00+25 - 40+00 D. CHECK <br />344+00 - 345+00 D. CHECK <br />346+00 - 347+00 D CHECK <br />3.48+00 - 350 +00 D CHECK <br />351+00 - 362+00 D CHECK <br />352+00 - 369+00 D. CHECK <br />371+00 372+00 D. CHECK <br />374+50 376+00 LAWN <br />10S+50 - 15S +00 D. CHECK <br />10S+50 - 15S +00 D. CHECK <br />- <br />SIDE <br />LT. <br />RT. <br />LT <br />LT. <br />RT. <br />LT. <br />LT. <br />LT <br />LT. <br />RT. <br />LT. <br />RT. <br />LT. <br />RT. <br />- -- - <br />SO.YDS. <br />300 <br />685 <br />- -- - - <br />262 <br />156 <br />- - -- -�— <br />172 <br />32 <br />48 <br />85 <br />682 <br />1151 <br />40 <br />152 <br />236 <br />254 <br />CLEARING &GRUBBING SHOULDER MARKER POSTS CRUSHED AGGREGATE BASE COURSE <br />'CONTCLEARING GRUBBING CONT. <br />STATION - STATION STATION - STATION <br />NO. STA. STA. N0. <br />SPAC- CONT. <br />SIDE N0. <br />LNG NO. <br />STATION - STATION <br />BASE <br />TONS <br />SHL'D. <br />TONS <br />I 321 + 00 - 333 + 00 12 12 3 322+ 00 - 324 +50 <br />L- R 50 12 2 <br />_ <br />321 + 42 - 385 + 00 <br />1 I, 650 <br />650 <br />342 + 00 - 369 + 00 27 27 <br />- <br />- <br />— - - <br />00+ 25 - 50 + 00 <br />5S+ 00 - 9S +75 <br />_ <br />331 + 25 <br />375 + 00 - 376 + 00 I 1 <br />- <br />-- <br />525 <br />- <br />376 +00 - 377 +00 - I - <br />- <br />351+00 <br />495 <br />20 <br />382+00 - 384+00 2 2 <br />-lE <br />- <br />IOS+25 - 19S+00 <br />910 <br />35 <br />IIS +00 - 185+00 7 7 <br />- <br />16 PE'S 9 FE'S <br />320 <br />35 <br />t00 - 5+00 - 1 <br />382+00 <br />24 <br />C.P. III <br />1 <br />-- <br />ROAD <br />END- <br />NO <br />_ <br />FT. <br />TYPE AS <br />L <br />(BREAKER WA <br />---- <br />- - <br />- <br />RT. <br />5565 - 2 - 71, 73 <br />383 +00 - 384 + 50 <br />LAWN <br />PROJECT <br />iHE[T <br />NUM!!R <br />TOTAL <br />EH!!Tf <br />S0894(6) <br />3A <br />30 <br />CROSS DRAIN PIPES <br />CONTR. <br />NO. - <br />srwnoN <br />DIAMETER <br />INCXE6 <br />LENGTH <br />UN. PT. <br />TYPE CLASS <br />RD'WY. <br />qLLS <br />M.R.M. <br />I D <br />- - 18 <br />1 <br />322+ 38.4 <br />I <br />48 S.PP.A. <br />JO <br />_ <br />331 + 25 <br />30 <br />62 <br />C.P. Im <br />q. <br />- 1 2 IE <br />351+00 <br />24 <br />78 C.Mi <br />-lE <br />- <br />369+75 <br />36 <br />86 <br />C.P. mi <br />I I <br />380+50 <br />24 <br />80 <br />52 <br />r <br />_ <br />t <br />C.P. IQ <br />382+00 <br />24 <br />C.P. III <br />1 <br />-- <br />ROAD <br />END- <br />NO <br />STATION <br />iIN CHES <br />FT. <br />TYPE AS <br />L <br />(BREAKER WA <br />---- <br />- - <br />- <br />RT. <br />L REO' <br />_ <br />383 +00 - 384 + 50 <br />LAWN <br />LT. <br />165__ <br />MINOR SIDEROADS, <br />PRIVATE ENTRANCE <br />AND SLOPE <br />DRAIN PIPES <br />_ "- ---- ----- ------ --- <br />-CONTR. <br />i <br />DIA. <br />', <br />(LENGTH <br />ROAD <br />END- <br />NO <br />STATION <br />iIN CHES <br />FT. <br />TYPE AS <br />L <br />LT. <br />- <br />RT. <br />WALL <br />M. . <br />RM <br />- 'LIN <br />325 +75 18 <br />30 <br />C.P. I IQ <br />FE <br />00 + 50 24 <br />38 <br />C P Iff <br />ri <br />-� <br />2 <br />30 +00 t 18 1 <br />30 <br />} C.P. 1ff <br />FE <br />2 <br />- <br />338 +42 18 <br />30 <br />I C.P. III <br />SFE <br />2 <br />342 +65 <br />7i <br />IB <br />30 <br />C.P. �. <br />,- <br />FE <br />2 <br />- - -- <br />� 342 + 86 <br />18 <br />30 <br />I CP. Ia <br />FE <br />2 <br />- <br />353 +00 18 i <br />30 <br />r <br />C.P. III <br />i <br />FE <br />2 <br />355 +56 <br />18 <br />- <br />_ - - - -3X:ET <br />_ <br />358 +00 <br />i <br />r 18 i <br />30 <br />30 <br />C.P. <br />C.P. (F <br />- <br />- - - - <br />364 +00 18 <br />30 <br />C.P. m I <br />FE <br />2 <br />i <br />375 + 10 18- <br />30 <br />.P. <br />C + E <br />: 2 <br />r <br />-- --- - --- - - -- - <br />5S +536 71 <br />- <br />36 <br />-- <br />S.P.PA (GAGE <br />_ • I <br />4� <br />- <br />7 <br />t <br />BS +69 48 <br />60 <br />C.P. � <br />I rL <br />2 <br />1 3 S + 42 18 <br />30 <br />C.P. <br />PE <br />_2 <br />t:7- <br />I <br />1 <br />- <br />- <br />- <br />- - - <br />I- INLET <br />D OISCH G� <br />- - <br />f <br />I <br />I - <br />0 <br />