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CONFORM TO EXIST STRIPING (DETAIL 27B) <br />STA 14+76± <br />x- PLACE NEW STRIPING <br />�(DETAIL 27B) + <br />s <br />\ 0 <br />\ m 0 0� <br />CRASH CUSHION PER STAGE <br />PHASE B PLANS (TYP.) \ •� <br />JAY \ <br />\ CONCRETE BARRIER PAIL PER \ \ X <br />STAGE 1 PHASE B PLANS (TYP.) A t� <br />��. CONFORM TO EXIST STRIPING (DETAIL 2�B) ' <br />STA 16+25±, 15.7' RT <br />PLACE NEW STRIPING <br />(DETAIL 27B) V A <br />ON 1BHHS �JBMd2�a <br />CCO No. 9 <br />Sheet 3 of 5 <br />McHenry Ave Corridor Improvement Project <br />AS -BUILT <br />Resident Engineer - Mauricio Rivera, P.E. <br />StruCtUre Representative - David Franco, P.E. <br />Revisions By 9/28/2021 <br />X <br />\ <br />-64 0, ` <br />MCR ~ — ---- -- - -- <br />Sta. 16+88 8, _ <br />9.8' Lt _ <br />ECR <br />Sta 17+12 3, <br />18.4' Lt BCR <br />Sta 45+44.4, <br />31.2' Lt <br />REQUIRED WIDENING TO ACCOMODATE MCR <br />CAL LEGAL TRUCK TURNS Sta. 45+68 4, <br />\�� d (SEE DETAIL_ 'F', SHEET 2) 24.1' Lt <br />ECR <br />CONFORM TO EXIST ROUNDABOUT STRIPING (DETAIL 27B) CONFORM EXIST ROUNDABOUT STRIPING TO <br />�� STA. 45+93± STAGE I PHASE B STRIPING (DETAIL 27B) <br />Sta. 45+93.3 <br />, <br />/ STA. 47+89± <br />24 0' Lt <br />/ ECR . <br />\ MCR \ -" - -_- -- - - - - — - -- - - — _ - - --- -- - - --- - - -- --- - --- -- --- - - _ - - <br />Sta. 43+81.2, \ 14. z_.... <br />EXIST ROUNDABOUT STRIPING (DETAIL 27B) <br />39.4' Lt. - - - <br />�.'\., BCR <br />Sta. 43+36.4, <br />�.\ 11 7' Lt. a / \\ <br />7 <br />\ CONFORM TO EXIST STRIPING (DETAIL 27B) \ Y V <br />�v <br />STA. 43+06±--- <br />r \ �� -_---------� <br />-- - - - - - - <br />O O <br />X <br />6 - _ _"__�--..ram,----_.. -- ----- -- - --- ..., _ . s - --- <br />O \ <br />42+00 43+00 -\ 4Q0 45�,00 46+00 _____ E <br />\0 <br />N <br />—�- — k------- 4700------ ____- 4800__ — — — — — <br />----490 <br />�.--------—— — — — — — — -b — — — — — ——----------------a--------� <br />_. <br />� <br />i <br />3 QO a I '� �f o _ -- --- a <br />I10000 <br />O <br />EXIST. DETAIL 27B STRIPING �\ - <br />�\ #— DETAIL 27B STRIPING PER STAGE 1 PHASE B PLANS <br />` CONFORM TO EXIST. STRIPING (DETAIL 27B) i I �a' \r�A ECR \ GHANNELIZERS PER STAGE 1 PHASE B PLANS (TYP.) <br />STA. 43+42± 1 s. Sta 45+79.0, <br />\ <br />BCR --- 9.0' Rt. <br />�- U) I / \ CONFORM TO STAGE 1 PHASE B STRIPING (DETAIL 27B) <br />= Sta. 43+422, <br />D 12 3' Rt. S tR 45+25 5, STA 46+01± <br />\� 0 MCR 35.1' Rt. <br />t/) Sta. 43+64.6, ` BCR <br />�. ' 11.9Rt. <br />Sta. 19+04.7, <br />REVERSE R ` - ' 11.5' Lt <br />�. Sta 43+87.1, C <br />10 6' Rt. C <br />MCR <br />PLACE NEW STRIPING <br />Sta. 44+01.5, <br />9.7Rt. (DETAIL 27B) <br />' 11' <br />CHANGE R <br />\ \' 9.2' Rt ` - CONFORM TO STAGE 1 PHASE B STRIPING (DETAIL 27B) <br />STA. 19+27± <br />MCR <br />Sta. 44+49.5, ` r DETAIL 27B STRIPING PER STAGE 1 PHASE B PLANS <br />18.6' Rt. <br />CHANGE R <br />Sta. 18+45 5, <br />11.0' Rt. � <br />Sta.. .. 18+77.6, ,� N` <br />S C-4A <br />11 0' Pt. C1 <br />ECR , �O OF <br />St. 19+09.6, C <br />11.0' Rt.SC-12 <br />DRAWN BY DATE PROJECT ENGINEER DATE CHECKED BY DATE MCHENRY AVE/RIVER ROAD TEMP ROUNDABOUT — �� PH. 1 CONST. SHEET TOTAL <br />J. LEVERS 6/2017 J. LEVERS 6/2017 F. VOHRA 6/2017 <br />COUNTY OF N J tJIN 25 SCALE STRIPING PLAN NO. SHEETS <br />l 1= 11 (200' s/o to 400' n/o River Rd./200' w/o to 200' e/o McHenry Ave.) 1 2 <br />DRAWER SHEET NO. REVISION DATE <br />