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Guard Rail <br />STA.61.1-00 To Sta. 63+30,L -t- <br />3 77A. (o <br />3+30Lt37"A.(o 3 t 82 To Sta. 65 t 0o LTL �, R.t: <br />STA. 654-35 To Sta.68t90 L -)L <br />S TA. 6 6 t 90 To 5 fa. 76 t 00 R f <br />i STA. 88 f oo 7o Sta. 94 too Lt 4Rt. For Intersection Detal/ <br />See Sheet No. 5/ <br />q 4 1 1/4'%Ft, PC' <br />� k3ottam Of S/ope.---� _ ��� SRW_-� <br />60 -- -- 107__-------- 62 --- <br />G1 <br />�2 <br />31 APP X. 1914 R.R. L.O. <br />�8 S7 2PC- <br />\ 5RR 1� <br />i APPROX. 1914 R.R. L.O.n: <br />9L OAS <br />Pro Swin Gates�2(� BRIDGE N0. 13.79 <br /><Typ.) F <br />dill a5 d to vd6 <br />level plart�orrn -�r bt?p) <br />Path - pmvlde a m 6, <br />o� 2'-o' Shoblder. <br />op. 3"Class Z Bit. ConC. <br />vement Type 1-1 (Typ) <br />APPROX. 1914 R.R. L.O. <br />APPROX. 1914 R.R. L.O. <br />For JnterSeCt%O/I Detai/ <br />See Sheet Alo. 5 l <br />APPROX.• <br />X1/1® <br />APPROX. 1914 R.R. L.O. <br />HORIZONTAL SCALE IN FEET <br />7J <br />TracK Removal <br />STA.l0-i-00 <br />To <br />STa. <br />63 t30 f <br />3TA. 63-k So <br />To <br />Sta. <br />76t00f <br />STA. 76t 30 <br />To <br />5�'a. <br />96f50 t <br />STA. 8&+95 <br />To <br />5ta.1464-00t <br />SHEETS <br />14/ <br />Prop• 3" Glass 131*t. CornC. <br />Pavement Type I-1 (Typ.)� <br />I AL <br />Jc. <br />Prop. BiKewoy <br />BEDFORD -i -ARLINGTON <br />MINUTEMAN BIKEWAY <br />S- 6 Bottom Of Slope J l <br />tiq I <br />\V_ �. Prop. ,Dec/f, See <br />Shmee-t- No. 8-5 <br />For Intersection Oetoll — <br />See Sheet No. 5 <br />SPS. <br />ISA 2J <br />6R W <br />M <br />1011111111111111111 <br />La <br />PUB RD. <br />DIY. NO. <br />STATE <br />FED. AID PRO!. NO. <br />FISCAL• <br />YEAR <br />SHEET <br />' TOTAL <br />i' <br />Of Slope�y` <br />NO. <br />SHEETS <br />-- <br />Bottom <br />-- <br />I <br />MASS. <br />-- <br />19 <br />1 j.5 <br />115 <br />��5 <br />2SA <br />S- 6 Bottom Of Slope J l <br />tiq I <br />\V_ �. Prop. ,Dec/f, See <br />Shmee-t- No. 8-5 <br />For Intersection Oetoll — <br />See Sheet No. 5 <br />SPS. <br />ISA 2J <br />6R W <br />M <br />1011111111111111111 <br />La <br />i' <br />Of Slope�y` <br />��� <br />R1N <br />-- <br />Bottom <br />-- <br />-- <br />6JP <br />��5 <br />2SA <br />SPS <br />"`�-- <br />0 <br />Z, <br />WETLANDS-- _ ,,_ <br />PARKING <br />LOT <br />' <br />Q? <br />ui <br />/ <br />D <br />- <br />Z <br />� <br />- - <br />Prop. BiKewa y & <br />i 1/4' <br />Q <br />3PT <br />-- - -- <br />survey <br />i t2' <br />9e <br />2 -ME <br />3TC; <br />R-800" <br />L= 73.5 <br />l 97 <br />HYD +24 . 7 <br />_._, .-p7.--., <br />STD' <br />Rc <br />87 <br />_- <br />- <br />__ <br />1475 G=73.5" i <br />e <br />gottom Of S/oP_---- <br />..- <br />- <br />..., ---- <br />7 V. <br />_ _ I <br />QST <br />2ME <br />I <br />J <br />W2TC: <br />_ ..--z- WETLANDS --Z .....: -.. <br />fl <br />y,. <br />SFS— <br />U <br />3PT— <br />L <br />< <br />For Traffic <br />.S MIS <br />= <br />See Sheet No. 45 <br />— <br />For Profile, <br />-See S17eei= No.`14- <br />