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1 <br />TOWN OF LEXINGTON BENCH MARK <br />B- 27= 160.953 (TBM) <br />QS �p (CUT IN CONC. BASE OF FENCE POST) <br />PS -2, (B -4) <br />RC PROVIDED RESTRAINED JOINTS , i i <br />�� g (SEE DETAIL SHEET C -7) (�1 <br />N � Ql <br />LIMIT OF WORK <br />24" CAP <br />PS -2 (B -4) <br />4 6 <br />s <br />14 <br />9 <br />11 = 5.0' <br />12 6 150 <br />13 -- -- <br />7 <br />5 <br />6 <br />7 <br />7 <br />7 8 16.0' 140 <br />s -- - <br />20.0' <br />7 <br />z <br />19 <br />19 <br />21 130 <br />"MO <br />3 <br />3 <br />3 <br />3 <br />t� <br />120 <br />4 <br />-5 <br />6 <br />' <br />(' 7 <br />8 <br />8 <br />10 <br />11 <br />6 <br />4.5 <br />5 <br />5.5 <br />6 + i co <br />7 — <br />8 <br />8 <br />8 <br />110 <br />A O <br />� �,�,___ <br />� <br />RIM EL= 144.71: �h <br />V 0 INV EL= 139.01` <br />p INV EL= 140.31 / # <br />n ® 5. <br />® BEND <br />12 RCP <br />0 <br />_ 0 <br />RIM EL= 128.26 <br />INV EL= 124.26 _. g -2 3 +0® <br />2 "D RCP �! <br />a p RIM EL =148.20 <br />8 OFF (� PROVIDED RESTRAINED JOINTS <br />T <br />INV EL= 417.28 ° 12 NOTE: (SEE DETAIL I TILIZE HEET C -7) <br />SEWER SERME INV EL =117.17 THE CONTRACTOR SHALL ONLY THE ACCESS <br />WATER SEWCE ROAD FOR TRANSPORT OF CONSTRUCTION VEHICLES <br />AND ACCESS TO THE <br />PLAN SITE VIA EQU EITHER THE TWO HIGHWAY ACCE SGTION <br />SCALE: 1 " =40' RAMPS SHALL NOT BE PERMITTED. <br />WORK IN THIS AREA SHALL BE <br />IN ACCORDANCE WITH THE APPROVI <br />STATE HIGHWAY PERMIT INCLUDED I <br />THE SPECIFICATIONS <br />o0 1 <br />1 <br />1 <br />a <br />#347 z <br />v m, f " <br />n C, i <br />WILLIA <br />OD' <br />LO <br />rn <br />_.� <br />�xvo 1` j 47.6j <br />G <br />�O BEND, <br />0 <br />1+00 <br />2 +00 <br />3 +00 <br />4 +00 5 +0' PROFILE ' <br />SCALE: 1"=40' HORIZ <br />1 " =4' VERT <br />7 +00 <br />IN <br />8 +00 <br />C -10+ 00 <br />s "G <br />��, I r <br />,I <br />G S GUT #343 <br />S AND CAPPED '+ <br />BY 8 STON G S <br />REMOVED AND REPLACED CATCH <br />BASIN AS NECESSARY TO <br />PERMIT CONSTRUCTION OF <br />FORCE MAIN. (INVERT OF <br />OUTLET = 162.00) <br />1 <br />I <br />I <br />• 0E • 0 00 <br />R S t <br />ki <br />130 <br />