MISSOURI HIGHWAYS AND TRANSPORTATION PLANS FOR PROPOSED STATE HIGHWAY DESIGN DESIGNATION INDEX OF SHEETS LENGTH OF PROJECT SHEET NUMBER

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1 DESIGN DESIGNATION A.A.D.T - XXXX = XXXX V = XX M.P.H PLANS FOR PROPOSED HIGHWAY INDEX OF SHEETS SHEET DESCRIPTION NUMBER TITLE SHEET TYPICAL SECTIONS (TS) (1 SHEET)-- QUANTITIES (QU) (1 SHEET) SPECIAL SHEET (SS) SHEETS (TC) /13/018 1 LENGTH OF PROJECT BEGINNING OF PROJECT END OF PROJECT APPARENT LENGTH EQUATIONS AND EXCEPTIONS: MILES TOTAL CORRECTIONS NET LENGTH OF PROJECT LENGTH JEFFERSON CITY, ASK-DOT ( ) CLC_01_Title_05_017.dgn 1:0:33 PM 3/13/018

2 SHOULDER MATERIAL BY OTHERS TACK COAT VARIES 1" PLANT MIX BITUMINOUS PAVEMENT PG64- (SURFACE LEVELING) BITUMINOUS PAVEMENT MIXTURE PG64- (SURFACE LEVELING) SHOULDER MATERIAL BY OTHERS TACK COAT XX TON/YDÂ. GAL/YDÁ 3/13/018 EXISTING SHOULDER TYPICAL SECTION NOTE: SURFACE PLACEMENT SHALL BE ONE PASS PER LANE NO S.E. CORRECTION. FINAL STRIPING BY OTHERS. EXISTING SHOULDER JEFFERSON CITY, ASK-DOT ( ) TYPICAL SECTION SHEET 1 OF 1 CLC_0_Typical_05_017.dgn 1:1:18 PM 3/13/018

3 LOG MILE LOG MILE LOG MILE LOG MILE NET LENGTH MILES NET LENGTH MILES AVERAGE WIDTH FEET TOTALS BITUMINOUS PAVEMENT MIXTURE PG64- SURFACE LEVELING AVERAGE WIDTH FEET TOTALS QUANTITY TONS(1) QUANTITY TONS(1) TACK GALLONS TACK GALLONS (1) SEE SHEET, FOR APPLICATION RATES TEMPORARY PAVEMENT MARKING LOG MILE CENTERLINE EDGELINE EACH EACH SIGN NO. BITUMINOUS PAVEMENT MIXTURE PG64- SURFACE LEVELING (INTERSECTIONS/ENTRANCES) ** SIGN WO0-1 SIZE (in.) 48 x 48 DIFIED COLD MILLING (DEPTH TRANSITION) LOG MILE LOG MILE QUANTITY SQ.YD. ENTRANCES TOTAL CONSTRUCTION SIGNING AREA QTY. TOTAL AREA DESCRIPTION (ft.á) (ft.á) X XX.XX ROAD WORK AHEAD DATE 3 TOTAL SUBTOTAL FLAG ASSEMBLIES QUANTITY EACH TOTAL NOTE: TEMPORARY PAVEMENT MARKINGS SHALL BE IN ACCORDANCE WITH FINAL STRIPING DONE BY OTHERS. 7 8 WO0-4 WO0-7a ONE LANE ROAD AHEAD 1 * GO x ROAD WORK NEXT XX MILES 1 6 GO0-48 x x x X X X 16 XX.XX END ROAD WORK WO x X XX.XX NO CENTER LINE 48 x G00-4 x FLAGGER (SYMBOL) WITH FLAGS G00-4A 4 x X XX.XX PLEASE WAIT FOR 11 W x X XX.XX BE PREPARED TO STOP X XX.XX XX.XX XX.XX UNEVEN LANES FOLLOW ME -XX MILES JEFFERSON CITY, ASK-DOT ( ) 59 CONST-8 48 x WORK ZONE NO PHONE ZONE ITEM NO. QTY. DESCRIPTION 56 CONST-7 48 x RATE OUR WORK ZONE CHANNELIZERS (TRIM-LINE) A X TRUCK OR TRAILER UNTED ATTENUATOR (TMA) CONSTRUCTION SIGNS TOTAL XXX.XX * IF LESS THAN TWO () MILES, DELETE SIGN NO. 1. NOTE: ** ADDITIONAL SIGN NO. USED AS SHOWN ON SHEET 3 OF 4 AND AS DIRECTED BY ENGINEER. REFER TO STANDARD PLAN AND FOR SIGN AND SIGN UNTING REQUIREMENTS. BILIZATION 1 LUMP SUM SUMMARY OF QUANTITIES SHEET 1 OF 1 CLC_03_Quantities_05_017.dgn 1:1:47 PM 3/13/018

4 EXISTING RADIUS EXISTING PAVEMENT EXISTING PAVEMENT '- 10' VARIES EDGE OF EDGE OF APPROX. XXXX SQ.FT. FOR A TOTAL APPROACH AREA APPROX. XXX SQ.YDS. TRANS. COLDMILLING A ' '- 10' SECTION A-A TYPICAL JUNCTION (COLDMILLED TRANSITION) '- 10' ALTERNATE SECTION A-A EXISTING PAVEMENT 1V : 300H ' * WIDTH VARIES EDGE OF B PROPOSED SURFACE EXISTING SURFACE SECTION B-B TYPICAL ENTRANCE (FIELD, PRIVATE OR ROAD) * TAPER AT 1:1 FOR FIELD ENTRANCE B ' 3/13/018 4 JEFFERSON CITY, ASK-DOT ( ) TYPICAL JUNCTION (TAPERED TRANSITION) 1" TRAVELWAY DEPTH TRANSITIONS BEGINNING AND END OF PROJECT AND EXCEPTIONS SPECIAL SHEET 1 OF 1 CLC_04_Transitions_05_017.dgn 1::18 PM 3/13/018

5 56 END OF PROJECT LIMITS; END OF WORK ZONE TERMINATION AREA, IF LOCATED BEYOND END OF PROJECT; OR LAST WORK ZONE SIGN, IF LOCATED OUTSIDE PROJECT LIMITS BEGINNING OF PROJECT LIMITS; OR INITIAL WORK ZONE SIGN, IF LOCATED OUTSIDE PROJECT LIMITS. CENTERLINE WORK AREA 500' 500' 500' LIMITS 1000' 500' /13/018 5 SIGN 1 AND 6 ARE ONLY USED ON PROJECT LENGTHS MILES OR GREATER. PROVIDE SIGNS IN EACH DIRECTION ON TWO-WAY HIGHWAY. DISTANCE MAY BE ADJUSTED ACCORDING TO FIELD CONDITIONS. Rate Our W ork Zone m odot.org CONST GO0-6 GO0-1 1 WORK ZONE NO PHONE ZONE CONST-8 59 SHEET 1 OF 4 JEFFERSON CITY, ASK-DOT ( ) CLC_05_Traffic_Control_1_05_017.dgn 1::40 PM 3/13/018

6 OR (SC) WO0-1 0 OR (SB) 7 8 OR (SA) FOLLOW ME GO SIGN 53, " FOLLOW ME" SHALL BE IN CONTRACTOR'S RESPONSIBILITY WHEN IN USE DURING OPERATION. 100' TAPER 5 DEVICE MINIMUM BUFFER SPACE WORK AREA 7 8 SET 1 SET SET 3 WO OR (SA) 8 OR (SB) WO0-7a 7 OR (SC) 8 7 SET 4 3/1/018 6 TRAFFIC). ACTIVE SIGN SETS 1 AND 3 ARE ACTIVE AND (I.E., SIGNS FACE ONCOMING SIGN SETS AND 4 ARE INACTIVE (I.E., SIGNS DO NOT FACE EITHER DIRECTION OF TRAFFIC) WHEN THE RESURFACING OPERATION IS LOCATED BETWEEN SIGN SETS 1 AND 3. WHEN SIGN SETS AND 4 ARE ACTIVE, SIGN SETS 1 AND 3 BECOME INACTIVE AND ARE ADVANCED TO BECOME SETS AND 4 WITH SIGN LEGENDS TURNED AWAY FROM BOTH DIRECTIONS OF TRAFFIC. WHEN THE RESURFACING OPERATION ADVANCES TO BETWEEN SIGN SETS AND 4, SIGN SETS AND 4 BECOME ACTIVE (I.E., NEW SIGN SETS 1 AND 3) AND SIGN SETS 1 AND 3 ADVANCED IN THE DIRECTION OF THE OPERATION (I.E., NEW SIGN SETS AND 4). INACTIVE SPEED PERMANENT POSTED ACTIVE SIGN SPACING (FT.) NON-DIVIDED (1) DIVIDED (SA)-1000 (SB)-1500 (SC)-640 PERMANENT POSTED SPEED LIMIT INACTIVE BUFFER SPACE LENGTH (FT) JEFFERSON CITY, ASK-DOT ( ) - CHANNELIZERS - FLAGGER (1) SPACING BETWEEN SIGNS, BETWEEN LAST SIGN AND FLAGGER, BEGINNING OF TAPER OR SIGNED CONDITION. DAYLIGHT FLAGGING OPERATIONS ONLY. SPACINGS MAY BE ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS. CHANNELIZING DEVICES LOCATED DOWNSTREAM OF THE ONE-LANE, TWO-WAY TAPER ARE OPTIONAL. THESE DEVICES SHOULD BE ELIMINATED WHEN THEIR USE WILL REDUCE THE USABLE LANE WIDTH, INCLUDING ANY ACCEPTABLE SHOULDERS, TO LESS THAN 10' OR WILL SIGNIFICANTLY AFFECT THE RESURFACING OPERATION. FLAG ASSEMBLIES FOR SIGNS WILL BE PAID FOR AS EACH PER SIGN, EXCEPT FOR SIGN W00-7a WHICH IS SUBSIDIARY TO THE SIGN. SHEET OF 4 CLC_06_Traffic_Control 019.dgn 8:45:31 AM 3/1/018

7 * OR (SC) WO0-1 0 (3) (3) OR (SB) 7 8 OR (SA) FOLLOW ME GO SIGN 53, " FOLLOW ME" SHALL BE IN CONTRACTOR'S RESPONSIBILITY WHEN IN USE DURING OPERATION. 100' TAPER 5 DEVICE MINIMUM BUFFER SPACE WORK AREA 7 8 SET 1 SET SET 3 WO OR (SA) 8 OR (SB) WO0-7a 7 (3) (3) OR (SC) * 8 7 SET 4 3/3/018 6 TRAFFIC). ACTIVE SIGN SETS 1 AND 3 ARE ACTIVE AND (I.E., SIGNS FACE ONCOMING SIGN SETS AND 4 ARE INACTIVE (I.E., SIGNS DO NOT FACE EITHER DIRECTION OF TRAFFIC) WHEN THE RESURFACING OPERATION IS LOCATED BETWEEN SIGN SETS 1 AND 3. WHEN SIGN SETS AND 4 ARE ACTIVE, SIGN SETS 1 AND 3 BECOME INACTIVE AND ARE ADVANCED TO BECOME SETS AND 4 WITH SIGN LEGENDS TURNED AWAY FROM BOTH DIRECTIONS OF TRAFFIC. WHEN THE RESURFACING OPERATION ADVANCES TO BETWEEN SIGN SETS AND 4, SIGN SETS AND 4 BECOME ACTIVE (I.E., NEW SIGN SETS 1 AND 3) AND SIGN SETS 1 AND 3 ADVANCED IN THE DIRECTION OF THE OPERATION (I.E., NEW SIGN SETS AND 4). INACTIVE SHORT-TERM RUMBLE STRIPS SPEED MPH 0-45 (OPTIONAL) DISTANCE (3) 10 FT 160 FT 00 FT SECOND SET OF TEMPORARY * RUMBLES OPTIONAL SPACING (4) 10 FT 15 FT 0 FT SPEED PERMANENT POSTED ACTIVE SIGN SPACING (FT.) NON-DIVIDED (1) DIVIDED (SA)-1000 (SB)-1500 (SC)-640 INACTIVE PERMANENT POSTED BUFFER SPACE SPEED LIMIT LENGTH (FT) JEFFERSON CITY, ASK-DOT ( ) - CHANNELIZERS (4) - FLAGGER - TEMPORARY SHORT TERM RUMBLE STRIPS SPACING EXAMPLE (1) SPACING BETWEEN SIGNS, BETWEEN LAST SIGN AND FLAGGER, BEGINNING OF TAPER OR SIGNED CONDITION. SPACINGS MAY BE ADJUSTED AS NECESSARY TO MEET FIELD CONDITIONS. DAYLIGHT FLAGGING OPERATIONS ONLY. CHANNELIZING DEVICES LOCATED DOWNSTREAM OF THE ONE-LANE, TWO-WAY TAPER ARE OPTIONAL. THESE DEVICES SHOULD BE ELIMINATED WHEN THEIR USE WILL REDUCE THE USABLE LANE WIDTH, INCLUDING ANY ACCEPTABLE SHOULDERS, TO LESS THAN 10' OR WILL SIGNIFICANTLY AFFECT THE RESURFACING OPERATION. FLAG ASSEMBLIES FOR SIGNS WILL BE PAID FOR AS EACH PER SIGN, EXCEPT FOR SIGN W00-7a WHICH IS SUBSIDIARY TO THE SIGN. SHEET OF 4 CLC_06_Traffic_Control Rumbles_019.dgn ::1 PM 3/3/018

8 CENTERLINE 100' TAPPER WITH 5 CHANNELIZER MINIMUM 11 OR (SA) OR (SB) OR (SC) 30' SPEED PERMANENT POSTED SIGN SPACING (FT.) DISTANCE MAY BE ADJUSTED ACCORDING TO FIELD CONDITIONS. WARNING SIGNS SHALL BE ERECTED AT EACH INTERSECTION WITH ANOTHER HIGHWAY WITHIN THE WORK ZONE. ADDITIONAL WARNING SIGNS SHALL BE ERECTED AT OTHER INTERSECTIONS WITHIN THE WORK ZONE, AS DIRECTED BY THE ENGINEER. - FLAGGER NON-DIVIDED - CHANNELIZERS ( AS SPECIFIED) DIVIDED (SA)-1000 (SB)-1500 (SC)-640 3/13/ ' OR (SC) OR (SB) OR (SA) 11 WO0-1 CHANNELIZERS SPACED 5FT APART AND EXTENDED 0 FT PAST ENTERANCE WIDTH. WO3-4 WO0-7a PLEASE WAIT FOR GO0-4a IN USE WAIT&FOLLOW SPECIAL SIGN, SHALL BE PLACED SIGN 60, TO BE USED IN AT ALL SIDE ROADS WHEN IN PRIVATE DRIVEWAYS TO USE DURING OPERATION. ENHANCE WORK ZONE SIGNING. SEE SPECIAL PROVISIONS. SIDE ROADS ENTERING WORK ZONES SHEET 3 0F 4 JEFFERSON CITY, ASK-DOT ( ) CLC_07_Traffic_Control_3_05_017.dgn 1:3:43 PM 3/13/018

9 WO8-1 WO8-1 1 MILE INTERVAL LIMITS OF TEMPORARY PAVEMENT MARKING MILE INTERVAL MILE INTERVAL SIGN SPACING AND TEMPORARY STRIPING FOR MAINLINE 1 MILE INTERVAL WO8-1 WO8-1 NO 3/13/018 8 WO8-1 G00-4a (1) PLEASE WAIT FOR GO0-4a CENTER LINE WO8-1 SIGN AND TYPE TRPM INSTALLED WHERE CENTERLINE STRIPING HAS BEEN COVERED OR REVED. SIGNS ARE TO REMAIN IN PLACE UNTIL THE PERMANENT CENTERLINE PAVEMENT MARKINGS ARE IN PLACE. SIGNS SHALL BE COVERED OR REVED WHEN PAVEMENT CENTERLINE MARKING JEFFERSON CITY, ASK-DOT ( ) HAS BEEN INSTALLED. WO8-1 SIGN IS PLACED AT APPROXIMATELY TWO-MILE INTERVALS AND AT JUNCTIONS. WHEN THE INSTALLATION AT A JUNCTION IS WITHIN ONE-EIGHTH MILE OF THE NORMAL MAINLINE SIGN, THE LATTER MAY BE ELIMINATED. G00-4a (1) ALL SIGNS SHALL BE POST UNTED AND IN ACCORDANCE WITH STANDARD PLAN AND SIGN SPACING AT INTERSECTIONS SHOWING TEMPORARY STRIPING FOR MAINLINE (1) ADDITIONAL SIDEROADS MAY BE SIGNED AS APPROVED BY THE ENGINEER. NOT TO SCALE SHEET 4 OF 4