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W <br />Y50'-0"10:1 Lane Shift Taper100'-0"10:1 Lane Shift Taper100'-0"9'-6"9'-6"NORTH SHORE DR.200'ROAD <br />AH EADTRUCCONSTION <br />ROAD <br />AH EADTRUCCONSTION <br />W20'-0"500' <br />Y <br />Y <br />Y <br />Y <br />10:1 Lane Shift Taper100'-0"70'-0"NORTH SHORE DR.120'-0"10:1 Lane Shift Taper100'-0"ROAD <br />AH EADTRUCCONSTION <br />500'200'ROAD <br />AH EADTRUCCONSTION <br />10'-0"10'-0"Line "PR-CL <br />T <br /> <br />2 <br />" <br />ROAD <br />AH EADTRUCCONSTION <br />500' <br />ANGELA BVL <br />D <br />.14+0015+0016+00Line "PR-CL <br />T <br /> <br />2 <br />" <br />ROAD <br />AH EADTRUCCONSTION <br />500' <br />ANGELA BVL <br />D <br />.14+0015+0016+00Line "PR-CL <br />T <br /> <br />2 <br />" <br />ROAD <br />AH EADTRUCCONSTION <br />500' <br />ANGELA BVL <br />D <br />.14+0015+0016+00File Name: p:\RD\C3D\16-406\Road\Dwg\Plans Phase 2\MOT Plans.dwg Plot Date: 3/1/2022 Plotted By: Hunter Whitten8440 Allison Pointe Blvd. <br />Suite 200 <br />Indianapolis, IN 46250 <br />Phone 317-895-2585 <br />www.ucindy.comConsulting <br />UNITED <br />DESIGNED: <br />CHECKED: <br />DRAWN: <br />CHECKED: <br />RECOMMENDED <br />FOR APPROVAL <br />DESIGN ENGINEER DATE <br />SHEETS <br />of <br />VERTICAL SCALE <br />HORIZONTAL SCALE <br />CONTRACT <br />BRIDGE FILE <br />PROJECT <br />DESIGNATION <br />SURVEY BOOKAJAJN2 <br />CCR CCR <br />1" = 30' <br />N/A <br />N/A <br />1401811 <br />- <br />R-38065-C <br />7 47 <br />1401811 <br />MAINTENANCE OF TRAFFIC PLAN <br />NORTH SHORE DRIVE <br />INDIANA <br />DEPARTMENT OF TRANSPORTATION <br />Temporary Pavement Marking, White, 4", Removable <br />Construction Sign <br />Type "A" Construction Warning Light <br />Standard Drum <br />Barricade, Type III-B <br />W <br />MAINTENANCE OF TRAFFIC LEGEND <br />Traffic Flow Direction <br />Area To Be Constructed <br />Lane Line RemovalTemporary Pavement Marking, Yellow, 4", RemovableY <br />1.Maintenance of traffic design speed is 25 MPH <br />2.Placement of all advanced warning signs shall <br />be completed prior to the placement of any <br />maintenance of traffic devices. <br />3.Placement of all maintenance of traffic devices <br /> shall be completed prior the start of any construction. <br />4.All existing pavement lane lines removed as required <br />for maintenance of traffic shall be replaced immediately <br />upon the removal of maintenance of traffic devices. <br />MAINTENANCE OF TRAFFIC NOTES <br />Y <br />W <br />W <br />W <br />PHASE 1 PHASE 2 PHASE 3 <br />DETOUR QUANTITY SUMMARY <br />Detour Route Riverside <br />Drive <br />North <br />Shore <br />Angela <br />Blvd Total Units <br />Construction Sign, A 0 4 0 4 Each <br />Construction Sign, B 14 4 17 35 Each <br />ROAD <br />AH EADTRUCCONSTION <br />200'10:1 Lane Shift Taper100'-0"50'-0"10:1 Lane Shift Taper100'-0"10:1 Lane Shift Taper100'-0"25'-0" <br />Temporary Curb Ramp <br />500' <br />ROAD <br />AH EADTRUCCONSTION <br />500'ROAD <br />AH EADTRUCCONSTION500'ROAD <br />AH EADTRUCCONSTION500'ROAD <br />AH EADTRUCCONSTION <br />DETOUR <br />DETOUR <br />DETOURNORTH SHORE DR.SIDEWALK <br />CLOSED