MISSOURI HIGHWAYS AND TRANSPORTATION PLANS FOR PROPOSED STATE HIGHWAY DESIGN DESIGNATION INDEX OF SHEETS LENGTH OF PROJECT SHEET 1 COUNTY
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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 DESCRIPTION TITLE SHEET TYPICAL SECTIONS (TS) (1 SHEET)-- QUANTITIES (QU) (1 SHEET) SPECIAL SHEET (SS) SHEET NUMBER SHEETS (TC) 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 1:08:45 PM
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.08 GAL/YDÁ EXISTING SHOULDER TYPICAL SECTION NOTE: SURFACE PLACEMENT SHALL BE ONE PASS PER LANE NO S.E. CORRECTION. EXISTING SHOULDER JEFFERSON CITY, ASK-DOT ( ) TYPICAL SECTION SHEET 1 OF 1 CLC_0_Typical_05_017.dgn 1:09:15 PM
3 LOG MILE LOG MILE LOG MILE LOG MILE WITH LOG MILE NET LENGTH MILES NET LENGTH MILES AVERAGE WIDTH FEET TOTALS LOG MILE QUANTITY TOTAL EACH LOG MILE QUANTITY EACH BITUMINOUS PAVEMENT MIXTURE PG64- SURFACE LEVELING AVERAGE WIDTH FEET TOTALS QUANTITY QUANTITY TONS(1) TACK GALLONS TACK GALLONS (1) SEE SHEET, FOR APPLICATION RATE TONS(1) NOTE: TEMPORARY AND PERMANENT PAVEMENT MARKING SHALL BE IN ACCORDANCE BITUMINOUS PAVEMENT MIXTURE PG64- SURFACE LEVELING (INTERSECTIONS/ENTRANCES) STANDARD WATERBORNE MARKING PAINT 4" YELLOW STANDARD WATERBORNE MARKING PAINT 4" WHITE SIGN NO. 7 8 SIGN WO0-1 WO0-4 WO0-7a SIZE (in.) AREA QTY. 1 * GO x ** GO0-48 x x x x 4 (ft.á) 8.00 CONSTRUCTION SIGNING TOTAL AREA (ft.á) DIFIED COLD MILLING (DEPTH TRANSITION) LOG MILE LOG MILE QUANTITY ENTRANCES ROAD WORK AHEAD TOTAL ONE LANE ROAD AHEAD DESCRIPTION ROAD WORK NEXT XX MILES END ROAD WORK WO x X NO CENTER LINE x G x X X X 0 16 G00-4A 4 x X PLEASE WAIT FOR PILOT CAR 11 W x X BE PREPARED TO STOP X X SQ.YD. FLAGGER (SYMBOL) WITH FLAGS UNEVEN LANES PILOT CAR FOLLOW ME 3 JEFFERSON CITY, ASK-DOT ( ) 59 CONST-8 48 x WORK ZONE NO PHONE ZONE 56 CONST-7 48 x RATE OUR WORK ZONE GO-1 1 X X WET PAINT (ARROW PIVOTS) * IF LESS THAN TWO () MILES, DELETE SIGN NO. 1. WITH TOTAL NOTE: TEMPORARY AND PERMANENT PAVEMENT MARKING SHALL BE IN ACCORDANCE CONSTRUCTION SIGNS TOTAL X NOTE: ** ADDITIONAL SIGN NO. USED AS SHOWN ON SHEET 3 OF 5 AND AS DIRECTED BY ENGINEER. REFER TO STANDARD PLAN AND FOR ITEM NO. QTY. DESCRIPTION FLAG ASSEMBLIES SIGN AND SIGN UNTING REQUIREMENTS CHANNELIZERS (TRIM-LINE) A X TRUCK OR TRAILER UNTED ATTENUATOR (TMA) TOTAL QUANTITY EACH BILIZATION 1 LUMP SUM SUMMARY OF QUANTITIES SHEET 1 OF 1 CLC_03_Quantities_05_017.dgn 1:09:54 PM
4 EXISTING RADIUS EXISTING PAVEMENT '- 10' A A VARIES EDGE OF EDGE OF APPROX. XXXX SQ.FT. FOR TOTAL APPROACH AREA APPROX. XXX SQ.YDS. TRANS. COLDMILLING ' '- 10' WIDTH VARIES B B ' PROPOSED SURFACE \ EXISTING SURFACE SECTION B-B TYPICAL ENTRANCE (FIELD, PRIVATE OR ROAD) * TAPER AT 1:1 FOR FIELD ENTRANCE ' EDGE OF 4 EXISTING PAVEMENT SECTION A-A TYPICAL JUNCTION (COLDMILLED TRANSITION) '- 10' ALTERNATE SECTION A-A TYPICAL JUNCTION (TAPERED TRANSITION) EXISTING PAVEMENT 1" 1V : 300H JEFFERSON CITY, ASK-DOT ( ) TRAVELWAY DEPTH TRANSITIONS BEGINNING AND END OF PROJECT AND EXCEPTIONS SPECIAL SHEET 1 OF 1 CLC_04_Transitions_05_017.dgn 1:10: PM
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' 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 5 JEFFERSON CITY, ASK-DOT ( ) CLC_05_Traffic_Control_1_05_017.dgn 1:11:0 PM
6 OR (SC) WO0-1 0 OR (SB) 7 8 OR (SA) PILOT CAR FOLLOW ME GO SIGN 53, "PILOT CAR 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 08 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 (MPH) ACTIVE SIGN SPACING (FT.) NON-DIVIDED (1) DIVIDED (SA)-1000 (SB)-1500 (SC)-640 PERMANENT POSTED SPEED LIMIT (MPH) 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 5 CLC_06_Traffic_Control 05_017.dgn 8:16:03 AM 3/1/018
7 * OR (SC) WO0-1 0 (3) (3) OR (SB) 7 8 OR (SA) PILOT CAR FOLLOW ME GO SIGN 53, "PILOT CAR 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 08 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 (MPH) ACTIVE SIGN SPACING (FT.) NON-DIVIDED (1) DIVIDED (SA)-1000 (SB)-1500 (SC)-640 INACTIVE PERMANENT POSTED BUFFER SPACE SPEED LIMIT LENGTH (MPH) (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 5 CLC_06_Traffic_Control Rumbles_019.dgn :00:49 PM 3/3/018
8 CENTERLINE 100' TAPPER WITH 5 CHANNELIZER MINIMUM OR (SA) OR (SB) OR (SC) 30' SPEED PERMANENT POSTED (MPH) SIGN SPACING (FT.) THE ENGINEER 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 - FLAGGER NON-DIVIDED - CHANNELIZERS ( AS SPECIFIED) DIVIDED (SA)-1000 (SB)-1500 (SC) ' OR (SC) OR (SB) OR (SA) WO0-1 CHANNELIZERS SPACED 5FT APART AND EXTENDED 0 FT PAST ENTERANCE WIDTH. WO3-4 WO0-7a PLEASE WAIT FOR PILOT CAR GO0-4a PILOT CAR 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 5 JEFFERSON CITY, ASK-DOT ( ) CLC_07_Traffic_Control_3_05_017.dgn 1:1:56 PM
9 WO8-1 WO8-1 1 MILE INTERVAL LIMITS OF TEMPORARY PAVEMENT MARKING MILE INTERVAL MILE INTERVAL 36 SIGN SPACING AND TEMPORARY STRIPING FOR MAINLINE 1 MILE INTERVAL 36 WO8-1 WO8-1 NO 8 36 WO8-1 G00-4a (1) PLEASE WAIT FOR PILOT CAR GO0-4a CENTER LINE WO 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. WO 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 5
10 FLASHING ARROW PANEL - CAUTION DE ONE LANE ROAD AHEAD WO0-4 48" X 48" WET WET PAINT PAINT GO-1 () MIN. MIN. PAVEMENT MARKING EQUIPMENT MIDDLE WARNING TRUCK WITH WORK SIGNS, FLASHING ARROW PANEL AND TRUCK OR TRAILER UNTED ATTENUATOR. (1) UPON APPROVAL OF THE ENGINEER, THE CONTRACTOR MAY PROVIDE ADDITIONAL PROTECTIVE TRUCK EQUIPPED WITH PROPER WARNING DEVICES. PROTECTIVE TRUCK AND WORK VEHICLES SHALL DISPLAY HIGH-INTENSITY ROTATING, FLASHING, OSCILLATING, OR STROBE LIGHTS. VEHICLE HAZARD WARNING SIGNALS SHALL NOT BE USED INSTEAD OF THE VEHICLE'S HIGH-INTENSITY ROTATING, FLASHING, OSCILLATING, OR STROPE LIGHTS. 9 FLASHING ARROW PANELS SHALL BE INCIDENTAL TO TRUCK UNTED ATTENUATORS, WHEREVER USED. NO ADDITIONAL PAYMENT SHALL BE MADE. (1) TRUCK IS OPTIONAL ON TWO-LANE UNDIVIDED IF SIGNING AND ARROW BOARD IS UNTED ON THE PAVEMENT MARKING EQUIPMENT. REAR ADVANCE WARNING TRUCK WITH WORK SIGNS, FLASHING ARROW PANEL AND TRUCK OR TRAILER UNTED ATTENUATOR. (3) () WET PAINT SIGNS ARE INSTALLED TO INDICATE THE SIDE IN WHICH THE PAVEMENT MARKING MATERIAL IS BEING APPLIED. AT THE CONTRACTOR'S OPTION, A FRONT FACING WET PAINT SIGN MAY BE INSTALLED ON THE LEFT SIDE OF THE PAVEMENT MARKING EQUIPMENT. (3) REAR ADVANCE WARNING TRUCK IS POSITIONED AT THE NO TRACK POINT OF THE PAVEMENT MARKING MATERIAL, OR VERTICAL OR HORIZONTAL CURVES THAT RESTRICT SIGHT DISTANCE, OR SPACING SHOWN. CENTERLINE/EDGELINE STRIPING ON TWO-LANE SHEET 5 OF 5 JEFFERSON CITY, ASK-DOT ( ) CLC_09_Traffic_Control_5_05_017.dgn 1:13:49 PM
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