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m <br /> PREF SIOtiq <br /> 2.5 NOTES: <br /> 0 G <br /> ' 1 . FOR COMPLETE R/W AND ACCURATE ACCESS DATA, <br /> SEE R/W RECORD MAPS AT DISTRICT OFFICE. m <br /> 3 Y. � No. _u <br /> 3 - , <br /> � EXP. <br /> THORNTON ROAD <br /> -- �,ti, sr CIVIL <br /> 2 <br /> „T1 <br /> .;.,_LINE <br /> cA��F <br /> rz <br /> _ F OF � <br /> ; <br /> 25 3 .: 19.0 m OF 900 mm _� 3 o <br /> CL IV RCP S=0.0015 . :,., <br /> 2.5 .' 38+40.000 "T2" r <br /> - <br /> 6NV=0.972 AT <br /> PIPE END <br /> .. 1 <br /> 900 mm FES _ -- _ . _ _ <br /> 4.800 L <br /> _ <br /> 40+44.191 <br /> 2 <br /> f 3 3 `�ti � -- 39+53 <br /> 40 _r'; 3.011 LT 'T1 " z <br /> .012 <br /> X ; SWCUT/CONFORMZi <br /> 2 5 i <br /> P� A - DRAINAGE EAS MENT ;� <br /> , � 2 <br /> _ cs. `�. S <br /> 8 <br /> — R POSED 3 - 2.s 4 _ R lti a Q m <br /> 8' <br /> / pFtN R=366.000 INV=1 .025E .� 3 S <br /> CONFORM °j <br /> L=357.323 <br /> i 900 mm FES INV=1 .000 AT 2 2 4 T7 >r` �,., U <br /> / j... PIPE END T=194.349 >.. �ll�E` � <br /> 4 <br /> / D =55'56'15" t: 3 <br /> i 3.96 0 3� <br /> � <br /> 39+53.011 <br /> ,,T1 _ <br /> 39+29.111 = "~ . <br /> "T2" 40+44.191 _, � �� <br /> J� t� ; Z KEYED NOTES: "T2" ._ w m <br /> / Qw 4.800 RT <br /> /.. Zw. 40+44.191 <br /> l� Q V) . . El <br /> REMOVE EXISTING FENCE FROM R/W TO R/W O e <br /> PLACE TEMPORARY TYPE III BARRICADES (SEE ,, ;' - O W QNo� <br /> w U) ' SHEET PD2) TEMPORARY BARRICADES WILL BE <br /> 2 REMOVED WITH STATE ROUTE 12 IMPROVEMENTS. <br /> �� 1 1 ❑2 THORNTON ROAD TO REMAIN OPEN TO TRAFFIC. <br /> CONTRACTOR TO PROVIDE SMOOTH TRANSITION <br /> BETWEEN EXISTING AND PROPOSED ROADWAY. <br /> 1: 2 MA__X 1: 2 MAX THORNTON ROAD WILL BE ABANDONNED WITH <br /> THE STATE ROUTE 12 IMPROVEMENTS. <br /> ❑3 DRAINAGE DITCH SHALL DRAIN TO 900 mm CULVERT <br /> SECTION A—A SHOWN ON THIS SHEET. CONSTRUCT DRAINAGE <br /> DITCH PER SECTION A-A. <br /> ❑4 CONSTRUCT MONUMENT WELL PER S.J. CO. STD DETAIL CW-M1 <br /> Y <br /> PROPOSEDm rn 00 rn rn o o °' °' o o rn rn 00 00 Z <br /> GRADE AT CL N N N N c-Ii Ni Ki ri ri ri M Ki Ki C-i N N c-Ii <br /> EXISTING 0) 00 rn 0) t o N N o r rn n r7 HORIZ. 1: 500 ir Z Z O <br /> VERT. 1: 50 <br /> LL <br /> rn o o Ki r� r ao 00 oo O O LL <br /> GRADE AT CL n nj N N N N N K) K) N N N N N N N (L J Z Q <br /> 8 J 2 > <br /> IL__ - -- - - <br /> ZQO WO <br /> J <br /> sorLL <br /> 6 w 0z <br /> 1 _ <br /> 70 <br /> O Za (5 <br /> N � O <br /> co Z o a L— Q 0 <br /> u� 0 w 4 "5 r z <br /> _ <br /> M N CE TER 0:: w w Z <br /> 4 N J PROP SED EINE cN Fr i 4 Q Z <br /> E E <br /> l— co <br /> W <br /> W - � <br /> 25 <br /> -0.250% <br /> W �. /, -- -- -,✓ <br /> /1 <br /> L <br /> EXI TING CE TERILINE \ \ <br /> PR ILE : <br /> \ SCALE 1:500 METRIC <br /> E3 <br /> DESIGNED 5 CSN °1 <br /> 2 <br /> 0 O DRAWN CAS <br /> , <br /> - FILE 04001.DWG <br /> CHECKED RGB <br /> DA 6 30 00 <br /> _ <br /> SHEET No. <br /> ALL DIMENSIONS ARE IN � L3 <br /> N METERS UNLESS OTHERWISE SHOWN <br /> w <br /> IL +20 +40 +60 +80 8+00 +40 +60 +80N 9+00 +40 +60 +80 40 0 +40 +60 6 °` 12 <br />