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r rwwuartuwm'r+wu-v.rv.wv .<wux.v...:rr.vm amv wa, F.:...xn.xn. m :n e:x., nm .o.mu..:maueimw....a..vvvsmnavviw-mw'n'uu..ummF.vwaawe:w'wwnm..mmwwww,wwwwrvmw,n x..n <br />a+nrw.eawim:—wnwrrrm+mrtwuerm ai m.,uee... <br />n va..v w.a..wrvurm+uen u - vu.:.s:.v...ar.rmrrvmnmv..a. . ...aa-m<'wnv,n ammurwmz u..navmuuoiwaxwnuware+niwvwr..;:rernea.<®inwa u <br />iA E P% <br />tl, Ot As <br />Ckr.1F I I <br />a <br />C/eor'ing / Giubbiny Con.+f Co.inty 900/ Conn. ./.oe O./7 P/S e c 0.50`C(RB 1'.1'. U § - ,ilttE ={ i <br />320*96. 92 Rt. AZZ`W.ac /98 f°0 r PMS 262 1-e, URB X S J .4 1 A 4 15 <br />t <br />So/vo9e y' Rcconstwct Exist n9 Pr'o oeity Fence P/oce /p/iZ.R4 CC 0/= Ui!/fS <br />320 100 71. 333100 Rf - 0.3 /c 3.30* 9692 Co. Re. Cann, fit / co. <br />1, "ung. ase.. X <br />yyy <br />T <br />t <br />QdlEllbob <br />taemsNo.91lS <br />y " <br />S o u t h a r n P a c 1 t i c R a i I r o a dco'sc.®. •— <br />s <br />8 a n t a - 'C a r b o n o C a n a <br />Exi— R — Y <br />TF <br />To Vernalis m N 41° 19` W 9A 8.58' <br />320 <br />i q <br />Ex/sfAg <br />s F/oce Guide Posts <br />Qaa // ' <br />f <br />3201 96. 92 Co. h'd Conn. Rf.' 7Pe LJ" /e co. 3E0+46.42 Coast. • _ <br />w 3/6 *-OO 74o325x00 Rt 7/.Pc <br />0+00 Llna• Rood Conn. <br />d 395+09.89 P.OT. Lt. Const. <br />325+08.68 B.G Ht. Goesf. <br />x I i i z s B.M. No. a B.M. No. 32-A <br />i. L.. e: .. _L :_ _.. RR Spike In PPoleP. o USC a Gra s Disc 92 <br />I <br />384 Lt. Sto. 321+06 i 6361. 1. Sta.e324+ <br />887 <br />et 1 Elev. 74.45` lev. 76.12'I <br />43 <br />r <br />j <br />Of m <br />00 , <br />TYPICAL YPICAL <br />to N <br />Tc S SECTIONt-ECTION A <br />F <br />4 <br />s <br />ir <br />w. Meet exio/.ny oe ement ir— {..._.,. he <br />Quantities Included in Main Line i t i70f .. y_.. 70 i ._.._' i-- -}— x----t_ <br />i <br />O i— t1o <br />LINNE ROAD CONNECTION i I a W <br />f <br />I <br />NM f <br />t i c <br />i <br />e0 8o <br />f I1ofa7Aiit00 <br />i 1 <br />w <br />78 r zoo c 9 _L i _ I <br />1 <br />o <br />t T3 <br />t r.- - Ix tr <br />a <br />p r:.i t <br />f iy6t Oitc% Grs•4 i atk I1S . I <br />t Ditch Channel Excavation <br />i_Rt. of Sta. 320 to 325 132 cu.yd. <br />I <br />w e N SHEET <br />k i Imported Subbase Material = 3636 tons Imported Borrow + Shrinkage = 1117 cu.yd. <br />z W TOTALSL <br />1 i 58 74 51 23 79 <br />C -r. , . tI 93 225 299 294 66 1277 <br />316 7 s 9 320 1 2 a F .4 ..,p <br />325 <br />C/¢ <br />40. <br />2 CD -2io4 OT