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`o <br />V <br />Fol -117 ersecf/on Detail 'I <br />.see Sheet /Uo. 5(,o <br />C*) <br />Provide 61 O,oe1?1;qq /n <br />Nood5vard )eai/ Behind <br />Coo/idye Bar�/f �Fi"e/d <br />Yeri fy) <br />Pog�/{e�°y <br />0 rf• Jr or ey pPPROX 914 <br />O <br />A59 <br />0 <br />600 <br />-Prop. 3'G/ass e 1-1 Cr p <br />Pavement TP y <br />x <br />VAVFAG <br />->-t <br />STATE <br />FED. AID PROl. NO. <br />FISCAL <br />SHEET <br />�oomo <br />DIY. NO. <br />a <br />MO. <br />SMEETS <br />1 <br />MASS. <br />Wo <br />19 <br />3q <br />z <br />tl% tai <br />o <br />x <br />470 `may oy <br />x <br />47/ fA/g x <br />`'arae <br />�tviim rI`zsslB/ f C f7¢B <br />(jIIIn� �pe .2-1 <br />(•Tye) ro . Ru <br />�79� <br />7PF <br />Guard Pail <br />-53Po.45lofG5 To Sto462t70Gt <br />Sto.4&9f00 To J3tz 47¢v60It <br />Sfij. 469,4 O0.7o 9ta. 472,,80,et- <br />-5ta. 47374 22 7o S'ta. 4741 60RX- <br />J9 4a 474,< 80 To S> 4$074/D/ i y ` of <br />97,14190,1 -W 79 S5 lv. 480f8DLfy"R�' <br />s'fo. A1Of80 To --ta 493.40 274. <br />sa <br />-1.19.85 <br />MH 0 <br />-' MH <br />H 46 <br />�i-47.4(o M ODM <br />SMHO <br />TA <br />5 / <br />P <br />OMH <br />i <br />I <br />I o <br />I <br />I <br />�A <br />7 -hack Removal <br />57�a.456t 60 To 5ta. 462-/-740 <br />S-ta. 467+00 To Sta. 486+ 75 + <br />For It'»`ersect%On Defai/ <br />See Sheet No. 5 � <br />i �U-pt�bS <br />/ Zx <br />O CMH \ <br />/0 <br />2Ctil <br />f25 O�� <br />SMH <br />'"^M <br />46g 020 <br />6 6.34 H <br />MH <br />/ \ Nlz <br />7 <br />.0 <br />n <br />....._--max ____�•__,__� <br />__ P> 7495 Proo 3"C/oss-7 Bit. Cone. <br />46g Pavement Type I-1 (Typ) <br />470 <br />� Pio B;.Ye�,yQy "..~---- ----1-__ -`► <br />APPROX 1914 <br />13 <br />'"<U1 <br />BEFORD- LEXINGTON -ARLINGTON <br />MINUTEMAN BIKEWAY <br />PUB RD. <br />STATE <br />FED. AID PROl. NO. <br />FISCAL <br />SHEET <br />TOTAL <br />DIY. NO. <br />YEAR <br />MO. <br />SMEETS <br />1 <br />MASS. <br />19 <br />3q <br />�; <br />�Z <br />S <br />i <br />\ 2 <br />APPROX. 1914 RR. L.0. 2 �_/ o=1600 <br />47 f 67 x R=880' 477 - <br />X47 475 1-> 94'4710 PC. <br />PT Pc pT - I-- '205 <br />� tro0 <br />56. sq f26 aO&o �-/0.06 f54 - <br />140' 8 boo Frop. DecK See — - <br />-- Sheet No. B -l4 <br />APPROX. 1R.R. L.O.914 R <br />/ <br />BRIDGE N0, 6.04 I <br />x <br />Prof Bit Conc. Pa 7'17 El <br />' <br />To Match EX►s f• Grade <br />AS Dire c fed B6y Engineer <br />HORIZONTAL SCALE IN FEET <br />0 40 80 120 160 FEET <br />LPNi <br />�oNo <br />—2CH <br />(1uoT1<: I'IE�V i OCATF To <br />Cl oaf oPENIXG) <br />BRIDGE NO. 5.9 <br />t <br />For fr-ofi/e See Sheet No. do ` <br />/t r I <br />z <br />v <br />N <br />N <br />Qj <br />-Prop. DecK, 5cG <br />Sheet No. 8-15 <br />/ <br />\9tQ R.R <br />PpPROX <br />. <br />1114,11r, 14„/F a <br />BRIDGE NO. 5.9 <br />t <br />For fr-ofi/e See Sheet No. do ` <br />/t r I <br />