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ECR <br />Sta. 43+85.3, <br />17 9' Lt <br />MCR <br />Sta. 43+65 6, <br />4. 5' Lt. <br />BCR <br />Sta. 43+42.2, <br />0. 3' Rt. <br />CONFORM TO EXIST. STRIPING <br />43 <br />EXIST DETAIL 22 STRIPING — <br />MCR <br />Sta. 43+64 2, <br />01' Lt. <br />ECR <br />Sta. 43+86.1, <br />1.4' Lt. <br />DETAIL A <br />DETAIL 22 STRIPING PER — \, <br />STAGE 1 PHASE B PLANS <br />CONFORM TO STAGE 1 <br />PHASE B STRIPING <br />BCR <br />Sta. 16+80.0, <br />51' Rt. <br />MCR <br />Sta. 16+92 5, <br />6 7' Rt. <br />ECR <br />Sta 1 7+04 5, <br />11.0' Rt. <br />DRAWN BY <br />4J <br />J. LEVERS <br />DRAWER <br />DATE <br />6/2017 <br />SHEET NO. <br />CENTER OF SW CURVE <br />Sta. 44+30.1, 35.0' Lt <br />PLACE NEW STRIPING (DETAIL 22) <br />i PLACE NEW STRIPING (DETAIL 27B) <br />44 <br />MCR <br />Sta. 43+89 5, <br />9 4' Lt <br />ECR <br />Sta. 43+95.2, <br />2.0' Lt <br />BCR <br />Sta. 16+63 71 <br />4 7' Rt <br />MCR _ <br />i Sta 16+85 3, <br />3. 1, Rt. <br />ECR _ <br />Sta. 17+06 2, <br />2.6' Lt <br />MCR <br />Sta 17+29.5, <br />31.5' Rt. <br />PLACE NEW STRIPING (DETAIL 22) <br />Sta 17+04.9, <br />4.1' Rt <br />— PLACE NEW STRIPING (DETAIL 276) <br />PLACE NEW STRIPING (DETAIL 22) <br />DETAIL B <br />PROJECT ENGINEER <br />J. LEVERS <br />REVISION <br />DATE <br />6/2017 <br />DATE <br />CHECKED BY <br />F. VO H RA <br />DATE <br />► <br />44 <br />Reverse Curve <br />Sta. 44+32.8, <br />3.1' Lt. ; <br />MCR <br />Sta 44+55.1, / <br />0.8' Rt <br />Reverse Curve <br />Sta. 44+72.6, <br />15.0' Rt. <br />z n <br />BCR _ <br />Sta 17+37.0, PLACE NEW STRIPING (DETAIL 24) <br />18 5' Lt. <br />ECR <br />Sta. 45+11 7, <br />33.1' Lt <br />CENTER OF NE CARVE <br />Sta. 44+98.3, 4 0' Lt. <br />DETAIL C <br />I-1 <br />�� <br />PLACE NEW STRIPING (DETAIL 22) <br />CONFORM TO STAGE 1 PHASE B STRIP <br />STA 18+84± <br />CONFORM TO STAGE 1 PHASE B ST <br />STA. 19+06± <br />\ MCR <br />Sta. 45+23.2, <br />16.2' Rt. <br />PLACE 116 TYPE AY MARKERS Q�) 3' <br />C—C SPACING, 6" INSIDE DETAIL 24 <br />(348± LF TOTAL LENGTH) <br />ECR <br />Sta. 18+47 1, <br />1 4' 1 + <br />18+53 2, <br />.7' Lt <br />PLACE NEW STRIPING (DETAIL 27B) <br />DETAIL D <br />BCR <br />Sta 18+56.8, <br />21.4' Lt <br />MCR <br />Sta 18+79 2, <br />5.6' Lt. <br />ECR <br />Sta. 19+06 4, <br />0.0' Lt. <br />--- DETAIL 22 STRIPING PER <br />STAGE 1 PHASE B PLANS <br />'ON 1ENHS �J3MV�la <br />li <br />CCO No. 9 <br />Sheet 4 of 5 <br />MCR PLACE NEW STRIPING (DETAIL 22) <br />Sta. 45+69.2, CONFORM EXIST, ROUNDABOUT STRIPING TO <br />11.9' Lt. ECR STAGE 1 PHASE B STRIPING (DETAIL 22) <br />BCR Sta 45+95 0, STA 47+87± <br />Sta. 45+44 2, 12.1' Lt. <br />18.3' Lt. <br />CONFORM TO EXIST ROUNDABOUT STRIPING <br />(DETAIL 22) STA. 45+95± — EXIST ROUNDABOUT <br />DETAIL 22 STRIPING <br />MCR <br />Sta. 45+46.3, _ <br />73' Lt.--46------- ------ 47--------- ___ � 48 - <br />i <br />PLACE NEW STRIPING <br />(DETAIL 27B) <br />CONFORM TO STAGE 1 PHASE B STRIPING <br />(DETAIL 22) STA. 45+79± <br />ECR <br />Sta. 45+78 9, <br />3. 0' Lt. <br />MCR <br />Sta. 45+62.0, <br />1.3' Lt. <br />BCR <br />Sta 45+45 7, <br />3 9' Rt <br />U L V I I N V V I V L I V I I N V <br />(Sta. 16+38, 12' Lt ) <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 `f---- �9!28/2G <br />DETAIL E <br />BCR <br />DETAIL 22 STRIPING PER STAGE 1 PHASE B PLANS <br />MCR <br />Sta. 16+89.3, <br />14 0' Lt, <br />Reverse Curve <br />Sta. 17+12.8, <br />23.2' Lt. <br />MCR <br />Sta 17+19.8, <br />30 3' Lt <br />ECR <br />\ / Sta. 17+27.8, <br />\\ <br />/ 36.0' Lt. <br />DETAIL F <br />1 <br />45 <br />�� Aw <br />-- PLACE 96.6 SY ± AC <br />END WIDENING <br />(Sta 45+18, 52 5' Lt ) <br />EXIST EP <br />SC-4B <br />COUNTY OF SAN �A UIN 25 SCALE STRIPING DETAILS MCHENRY AVE/RIVER ROAD TEMP ROUNDABOUT — PH. 1 CONST. SHEET TOTAL <br />NO. SHEETS <br />(200' s/o to 400' n/o River Rd./200' w/o to 200' e/o McHenry Ave.) 2 2 <br />