DESIGN DESIGNATION A.A.D.T - = V = M.P.H MISSOURI AND TRANSPORTATION PLANS FOR PROPOSED HIGHWAY INDE OF SHEETS SHEET DESCRIPTION NUMBER TITLE SHEET --------------------------- 1 TYPICAL SECTIONS (TS) (1 SHEET)-------- QUANTITIES (QU) (1 SHEET)-------------- 3 TRAFFIC CONTROL (TC)(4 SHEETS)-------- 4-8 1 LENGTH OF PROJECT BEGINNING OF PROJECT END OF PROJECT APPARENT LENGTH EQUATIONS AND ECEPTIONS: MILES MISSOURI AND TRANSPORTATION TOTAL CORRECTIONS NET LENGTH OF PROJECT LENGTH JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) SEAL_COAT_01_Title_05_017.dgn 1:35:7 PM
EISTING SHOULDER VARIES SEAL COAT, AGGREGRATE GRADE TYPICAL SECTION AGGREGATE APPLICATION RATE BINDER APPLICATION RATE EISTING SHOULDER LBS/YDÁ GAL/YDÁ MISSOURI AND TRANSPORTATION JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) TYPICAL SECTION SHEET 1 OF 1 SEAL_COAT_0_Typical_05_017.dgn 1:35:57 PM
SIGN NO. 7 8 SIGN WO0-1 WO0-4 WO0-7a SIZE (in.) AREA 16.00 16.00 16.00 QTY. TOTAL AREA (ft.á) ROAD WORK AHEAD ONE LANE ROAD AHEAD DESCRIPTION 1 * GO0-1 60 x 4 10.00 0 ROAD WORK NET MILES 1 6 ** 48 x 48 48 x 48 48 x 48 48 x 4 616-10.05 CONSTRUCTION SIGNS TOTAL (ft.á) 8.00 CONSTRUCTION SIGNING 16.. END ROAD WORK 35 WO8-1 48 x 48 16.00. NO CENTER LINE 53 G00-4 58 GO0-36 x 18 4.5 57 W-7a 36 x 36 9.00 G00-4a 4 x 30 8.75.. PILOT CAR FOLLOW ME PLEASE WAIT FOR PILOT CAR 11 W03-4 48 x 48 16.00. BE PREPARED TO STOP 59 CONST-8 48 x 36 1.00 FRESH OIL LOOSE GRAVEL *** 56 CONST-7 48 x 4 8.00 16 RATE OUR WORK ZONE GO-1... 4 FLAGGER (SYMBOL) WITH FLAGS WORK ZONE NO PHONE ZONE 1 x 15.19. WET PAINT (ARROW PIVOTS) - MILES LOG MILE WITH 60.10. LOG MILE STANDARD WATERBORNE MARKING PAINT 4" YELLOW LOG MILE TOTAL QUANTITY EACH REMARKS NOTE: TEMPORARY AND PERMANENT PAVEMENT MARKING SHALL BE IN ACCORDANCE STANDARD WATERBORNE MARKING PAINT 4" WHITE LOG MILE QUANTITY EACH REMARKS 3 TOTAL * IF LESS THAN TWO () MILES, DELETE SIGN NO. 1. ** ADDITIONAL SIGN NO. USED AS SHOWN ON TRAFFIC CONTROL SHEET 4 OF 5 AND AS DIRECTED BY ENGINEER. *** FRESH OIL/LOOSE GRAVEL SIGN SHALL BE PLACED AT THE START OF THE PROJECT. SIGNS SHOULD ALSO BE INSTALLED WITHIN 150 FT. AFTER THE INTERSECTION OF A. ADDITION SIGNS MAY BE INSTALLED WITHIN 150 FT. AFTER OTHER INTERSECTIONS, AS DIRECTED BY ENGINEER. NOTE: REFER TO STANDARD PLAN 616.10 AND 903.03 FOR SIGN AND SIGN UNTING REQUIREMENTS. LOG MILE LOG MILE NET LENGTH MILES NOTE: TEMPORARY AND PERMANENT PAVEMENT MARKING SHALL BE IN ACCORDANCE WITH 60.10. AVERAGE WIDTH FEET TOTALS SEAL COAT QUANTITIES SEAL COAT, AGGREGATE GRADE _ SY EMULSIFIED ASPHALT SEAL COAT GAL REMARKS MISSOURI AND TRANSPORTATION JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) ITEM NO. QTY. DESCRIPTION 616-10.5 10 CHANNELIZERS (TRIM-LINE) FLAG ASSEMBLIES QUANTITY REMARKS EACH 61-30.00A TRUCK OR TRAILER UNTED ATTENUATOR (TMA) TOTAL BILIZATION 1 LUMP SUM SUMMARY OF QUANTITIES SHEET 1 OF 1 SEAL_COAT_03_Quantities_05_017.dgn 1:36:3 PM
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. 6 59 1 BEGINNING OF PROJECT LIMITS; OR INITIAL WORK ZONE SIGN, IF LOCATED OUTSIDE PROJECT LIMITS. CENTERLINE WORK AREA 500' 500' 500' LIMITS 1000' 500' 1 59 6 56 4 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-7-48 56 GO0-6 GO0-1 1 WORK ZONE NO PHONE ZONE CONST-8 59 MISSOURI AND TRANSPORTATION TRAFFIC CONTROL SHEET 1 OF 5 JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) SEAL_COAT_04_TC_1_05_017.dgn 1:36:46 PM
WO0-1 0 7 11 8 7 11 8 TRAFFIC). OR (SC) (S/) OR (SB/) OR (SB) SET 1 SET SET 3 ACTIVE SIGN SETS AND 4 ARE INACTIVE (I.E., SIGNS DO NOT FACE IS LOCATED BETWEEN SIGN SETS 1 AND 3. OPERATION (I.E., NEW SIGN SETS AND 4). PILOT CAR FOLLOW ME GO0-4 53 SIGN 53, "PILOT CAR FOLLOW ME" SHALL BE IN CONTRACTOR'S RESPONSIBILITY WHEN IN USE DURING OPERATION. OR (SA) SIGN SETS 1 AND 3 ARE ACTIVE AND (I.E., SIGNS FACE ONCOMING EITHER DIRECTION OF TRAFFIC) WHEN THE RESURFACING OPERATION 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 100' TAPER 5 DEVICE MINIMUM BUFFER SPACE WORK AREA INACTIVE WO0-4 07 SPEED PERMANENT POSTED ACTIVE 0-35 00 00 40-45 50-55 60-70 SIGN SPACING (FT.) NON-DIVIDED 350 500 500 1000 1000 WO3-4 11 () (1) DIVIDED (SA)-1000 (SB)-1500 (SC)-640 WO0-7a 8 11 7 8 11 7 (S/) OR (SB/) OR (SA) OR (SB) OR (SC) PERMANENT POSTED SPEED LIMIT 0-35 40-45 50-55 60-70 SET 4 INACTIVE BUFFER SPACE LENGTH (FT) 80 400 560 840 5 MISSOURI AND TRANSPORTATION JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) - CHANNELIZERS - FLAGGER (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. FLAG ASSEMBLIES FOR SIGNS WILL BE PAID FOR AS EACH PER SIGN, ECEPT FOR SIGN W00-7a WHICH IS SUBSIDIARY TO THE SIGN. () SIGN MANDATORY WHEN TEMPORARY ROAD CLOSURE IS NEEDED. FOR TEMPORARY ROAD CLOSURE BOTH DIRECTIONS MAY BE STOPPED AT THE SAME TIME UP TO A MAIMUM OF 0 MINUTES. TRAFFIC CONTROL FOR SEAL COAT AGGREGATE APPLICATION SHEET OF 5 SEAL_COAT_05_TC 05_017.dgn 1:37:19 PM
OR (SC) OR (SB) 7 8 OR (SA) 100' TAPER 5 DEVICE MINIMUM BUFFER SPACE WORK AREA 7 8 OR (SA) SET 1 SET SET 3 8 WO0-1 0 OR (SB) 7 OR (SC) WO0-4 07 WO0-7a 8 7 SET 4 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 0-35 00 00 40-45 50-55 60-70 SIGN SPACING (FT.) NON-DIVIDED 350 500 500 1000 1000 (1) DIVIDED (SA)-1000 (SB)-1500 (SC)-640 PERMANENT POSTED SPEED LIMIT 0-35 40-45 50-55 60-70 INACTIVE BUFFER SPACE LENGTH (FT) 80 400 560 840 MISSOURI AND TRANSPORTATION JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) - CHANNELIZERS - FLAGGER (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. FLAG ASSEMBLIES FOR SIGNS WILL BE PAID FOR AS EACH PER SIGN, ECEPT FOR SIGN W00-7a WHICH IS SUBSIDIARY TO THE SIGN. TRAFFIC CONTROL FOR ADDITIONAL SWEEPING OPERATIONS SHEET 3 OF 5 SEAL_COAT_06_TC_3_05_017.dgn 1:37:45 PM
CENTERLINE 100' TAPPER WITH 5 CHANNELIZER MINIMUM 58 150' 11 OR (SA) OR (SB) OR (SC) 30' SPEED PERMANENT POSTED SIGN SPACING (FT.) 0-35 00 00 40-45 50-55 60-70 THE ENGINEER. 350 500 500 1000 1000 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)-640 7 30' OR (SC) OR (SB) OR (SA) 11 150' 58 WO0-1 CHANNELIZERS SPACED 5FT APART AND ETENDED 0 FT PAST ENTERANCE WIDTH. WO0-7a WO3-4 PLEASE WAIT FOR PILOT CAR GO0-4a PILOT CAR IN USE WAIT&FOLLOW SPECIAL MISSOURI AND TRANSPORTATION 11 58 60 SIGN 58, SHALL BE PLACED AT ALL SIDE ROADS WHEN IN USE DURING OPERATION. SIGN 60, TO BE USED IN PRIVATE DRIVEWAYS TO ENHANCE WORK ZONE SIGNING. SEE SPECIAL PROVISIONS. SIDE ROADS ENTERING WORK ZONES TRAFFIC CONTROL SHEET 4 0F 5 JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) SEAL_COAT_07_TC_4_05_017.dgn 1:38:0 PM
FLASHING ARROW PANEL - CAUTION DE ONE LANE ROAD AHEAD WO0-4 48" 48" WET WET PAINT PAINT GO-1 () 150' MIN. 150' 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. FLASHING ARROW PANELS SHALL BE INCIDENTAL TO TRUCK UNTED ATTENUATORS, 8 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. TRAFFIC CONTROL CENTERLINE/EDGELINE STRIPING ON TWO-LANE SHEET 5 OF 5 MISSOURI AND TRANSPORTATION JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) SEAL_COAT TC_5_05_017.dgn 1:38:45 PM