DI E INDE OF SHEETS TYPICAL SECTIONS (TS) ( SHEET)--- QUANTITIES (QU) (7 SHEETS)--------- 3 PLAN-PROFILE (PP)------------------ REFERENCE POINTS (RP)-------------- COORDINATE POINTS (CP)------------- CULVERT SECTIONS (CS)-------------- CROSS SECTIONS (S)---------------- LENGTH OF PROJECT BEGINNING OF PROJECT LOG MILE 0.6 END OF PROJECT APPARENT LENGTH 1 LOG MILE 0.7 0.1 STATE LENGTH OF PROJECT 0.1 MILES MILES 001_TITLE ititlesheet.dgn 9:49:03 AM 4/0/016 1 DESIGN DESIGNATION A.A.D.T. - 016 = 800 PLANS FOR PROPOSED A.A.D.T. - 036 = 850 T = V = 3% 35 M.P.H. STATE HIGHWAY SHEET NUMBER TITLE SHEET ----------------------- NO RIGHT OF WAY WILL BE ACQUIRED TRAFFIC CONTROL SHEETS (TC)-------- EROSION CONTROL SHEETS (EC)-------- 6-8 J SIGNING (SN)----------------------- W PAVEMENT MARKING (PM)-------------- 169 F RESERVOIR W KK SPUR SMITHVILLE 169 CONVENTIONAL SYMBOLS (USED IN PLANS) EISTING NEW BUILDINGS AND STRUCTURES GUARD RAIL 9 CONCRETE RIGHT-OF-WAY MARKER STEEL RIGHT-OF-WAY MARKER LOCATION SURVEY MARKER UTILITIES FIBER OPTICS FO FO OVERHEAD TELEPHONE UNDERGROUND TELEPHONE T T OVERHEAD POWER UNDERGROUND POWER GAS WATER P P G G W W 169 N MANHOLE FIRE HYDRANT HYD SPUR WV WATER VALVE WATER METER DROP INLET DITCH BLOCK GROUND UNTED SIGN LIGHT POLE H-FRAME POWER POLE TELEPHONE PEDESTAL FENCE CHAIN LINK WOVEN WIRE GATE POST BENCHMARK WM SIGN PED BM V 169 PROJECT LIMITS RTE, BETWEEN LIBERTY RD AND MEADOW ST. REVE LOGS FROM STREAM REV. 4/0/016 JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) FUNCTIONAL CLASSIFICATION - MAJOR COLLECTOR 4-5 NOTE: DASHED OR OPEN SYMBOLS INDICATE EISTING FEATURES NOT TO SCALE
SUMMARY SHEET SHEET 1 OF 3 4/0/016 JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) SUMMARY OF QUANTITIES BILIZATION ONE LUMP SUM REVAL OF IMPROVEMENTS SEEDING LOG REVAL ONE LUMP SUM LOCATION SCOUR ACCESS COOL SEASON (AC) 0.05 0.05 0.1 EROSION CONTROL LOCATION SCOUR ACCESS SILT FENCE (LF) 5 150 375 DITCH CHECK (LF) 10 10
ITEM NUMBER 61-0.08 61-0.09 61-0.10 61-0.1 61-0.14 61-0.17 61-0.19 61-0.0 61-0.30 61-30.00A 616-10.07 616-10.08 616-10.09 61-10.0 616-10. 616-10.4 616-10.5 616-10.6 616-10.7 616-10.8 616-10.30 616-10.31 616-10.33 616-10.34 616-10.40 616-10.47 616-10.51 616-10.5 616-10.53 616-10.70 616-10.95 616-10.96 616-10.98A 616-10.99 616-11.00 617-3D 617-36.0B 617-40.00A 617-50.10A 617-60.00B 617-70.00B 60-80.65 901-94.00 90-94.00 90-94.01 QTY 4 50 IMPACT ATTENUATOR (8 ND BARRELS) IMPACT ATTENUATOR (9 ND BARRELS) IMPACT ATTENUATOR (10 ND BARRELS) IMPACT ATTENUATOR (1 ND BARRELS) IMPACT ATTENUATOR (14 ND BARRELS) IMPACT ATTENUATOR (17 ND BARRELS) IMPACT ATTENUATOR (19 ND BARRELS) REPLACEMENT ND BARREL IMPACT ATTENUATOR ARRAY (RELOCATION) TRUCK UNTED ATTENUATOR (TMA) SPEED LIMIT & STROBE LIGHT ASSEMBLY ADVANCED WARNING RAIL SYSTEM FLAG ASSEMBLY CHANNELIZER (DRUM-LIKE) CHANNELIZER (CONES) CHANNELIZER (TRIM-LINE) WITH LIGHT CHANNELIZER (TRIM-LINE) CHANNELIZER (VERTICAL PANEL) EFFECTIVE: 05-01-01 CHANNELIZER (VERTICAL PANEL) WITH LIGHT CHANNELIZER TYPE III VEABLE BARRICADE TYPE III VEABLE BARRICADE WITH LIGHT DIRECTION INDICATOR BARRICADE DIRECTION INDICATOR BARRICADE, WITH LIGHT FLASHING ARROW PANEL TYPE III OBJECT MARKER WARNING LIGHT, TYPE A WARNING LIGHT, TYPE B WARNING LIGHT, TYPE C TUBULAR MARKER RADAR SPEED ADVISORY SYSTEM CHANGEABLE MESGE SIGN, FURNISHED/RETAINED CHANGEABLE MESGE SIGN, CONTRACTOR FURNISHED/RETAINED W/O COMM INTERFACE CHANGEABLE MESGE SIGN, CONTRACTOR FURNISHED/RETAINED W/COMM INTERFACE CHANGEABLE MESGE SIGN, CONTRACTOR FURNISHED/ RETAINED CONTRACTOR FURNISHED/RETAINED TEMPORARY CONCRETE TRAFFIC BARRIER, TYPE F CONTRACTOR FURNISHED/ RETAINED TEMPORARY CONCRETE TRAFFIC BARRIER, TYPE F TEMPORARY CONCRETE BARRIER HEIGHT TRANSITION RELOCATING TEMPORARY CONCRETE TRAFFIC BARRIER FURNISHED/RETAINED TEMPORARY CONCRETE TRAFFIC BARRIER, TYPE F FURNISHED/RETAINED PRECAST BARRIER HEIGHT TRANSITION TEMPORARY RAISED PAVEMENT MARKER TEMPORARY LIGHTING TEMPORARY TRAFFIC SIGNALS TEMPORARY TRAFFIC SIGNALS AND LIGHTING SUMMARY SHEET SHEET OF 4/0/016 JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) QTY. QTY SIGN SIZE QTY RELOCRELOC SIGN SIZE QTY RELOC RELOC (IN.) (SQ. FT.) (IN.) (SQ. FT.) WARNING SIGN W00-5a RIGHT/CENTER/LEFT LANES CLOSED AHEAD W01-1L TURN (SYMBOL LEFT ARROW) W00-6a RIGHT/CENTER/LEFT LANE CLOSED W01-1R TURN (SYMBOL RIGHT ARROW) W00-7a 3 FLAGGER (SYMBOL) W01-L CURVE (SYMBOL LEFT ARROW) W01-3636 FRESH OIL W01-R CURVE (SYMBOL RIGHT ARROW) W01-5b 3 SHOULDER WORK AHEAD W01-3L REVERSE TURN (SYMBOL LEFT ARROW) W0-1 BLASTING ZONE AHEAD W01-3R REVERSE TURN (SYMBOL RIGHT ARROW) W0-436 10.50 TURN OFF -WAY RADIO AND PHONE W01-4L REVERSE CURVE (SYMBOL LEFT ARROW) W0-3 436 10.50 END BLASTING ZONE W01-4R REVERSE CURVE (SYMBOL RIGHT ARROW) W0-6e 115.19 WET PAINT (ARROW PIVOTS) W01-4bL DOUBLE ARROW REVERSE CURVE (SYMBOL LEFT ARROWS) GUIDE SIGNS W01-bR DOUBLE ARROW REVERSE CURVE (SYMBOL RIGHT ARROWS) 3636 FRESH OIL / LOOSE GRAVEL W01-4cL TRIPLE ARROW REVERSE CURVE (SYMBOL LEFT ARROWS) E05-1 3648 1.00 GORE EIT W01-4cR TRIPLE ARROW REVERSE CURVE (SYMBOL RIGHT ARROWS) E05-4836 1.00 EIT OPEN W01-6 6030 1.50 HORIZONTAL ARROW (SYMBOL) E05-a 4836 1.00 EIT CLOSED W01-6a 736 18.00 HORIZONTAL ARROW (SYMBOL ON BARRICADE) G00-1 604 10.00 ROAD WORK NET MILES W01-7 6030 1.50 DOUBLE HEAD HORIZONTAL ARROW (SYMBOL) G00-484 8.00 END ROAD WORK W01-7a 736 18.00 DOUBLE HEAD HORIZONTAL ARROW (SYMBOL ON BARRICADE) G00-4 3618 4.50 PILOT CAR FOLLOW ME W01-8 184 3.00 CHEVRON (SYMBOL) 430 8.75 PLEASE WAIT FOR PILOT CAR W01-8a 3036 7.50 CHEVRON (SYMBOL FOR DIVIDED HIGHWAYS) G00-5aP 364 WORK ZONE (PLAQUE) W03-1 4849 STOP AHEAD (SYMBOL) M04-8a 418 3.00 END DETOUR W03- YIELD AHEAD (SYMBOL) M04-9L 4836 1.00 DETOUR (LEFT ARROW) W03-3 SIGNAL AHEAD (SYMBOL) M04-9R 4836 1.00 DETOUR (RIGHT ARROW) W03-4 3 BE PREPARED TO STOP M04-10L 4818 DETOUR (ARROW LEFT) W03-5 SPEED LIMIT AHEAD M04-10R 4818 DETOUR (ARROW RIGHT) W04-1L MERGE (SYMBOL FROM LEFT) W04-1R MERGE (SYMBOL FROM RIGHT) W05-1 ROAD/BRIDGE/RAMP NARROWS REGULATORY SIGNS W05-3 ONE LANE BRIDGE R1-1 13.5 STOP W05-5 NARROW LANES R1-48 TRI. 6.93 YIELD W06-1 DIVIDED HIGHWAY (SYMBOL) R1-a 3636 TO ONCOMING TRAFFIC (PLAQUE) W06- DIVIDED HIGHWAY END (SYMBOL) R1-3 309 1.5 -WAY (PLAQUE) W06-3 TWO WAY TRAFFIC (SYMBOL) R-1 3648 1.00 SPEED LIMIT W07-3a 304 NET MILES (PLAQUE) R3-1 NO RIGHT TURN (SYMBOL) W08-1 BUMP R3- NO LEFT TURN (SYMBOL) W08- DIP R3-3 3636 NO TURNS W08-3 PAVEMENT ENDS R3-4 NO U-TURN (SYMBOL) W08-4 SOFT SHOULDER R3-7L 3030 6.5 LEFT LANE MUST TURN LEFT W08-5 SLIPPERY WHEN WET (SYMBOL) R3-7R 3030 6.5 RIGHT LANE MUST TURN RIGHT W08-6 TRUCK CROSSING R4-1 3648 1.00 DO NOT PASS W08-6c 3 TRUCK ENTRANCE R4-3648 1.00 PASS WITH CARE W08-7 3636 LOOSE GRAVEL R4-7aL 3648 1.00 KEEP LEFT (HORIZONTAL ARROW) W08-9 LOW SHOULDER R4-7a 3648 1.00 KEEP RIGHT (HORIZONTAL ARROW) W08-9a SHOULDER DROP-OFF R5-1 3030 6.5 DO NOT ENTER W08-11 UNEVEN LANES R5-1a 364 WRONG WAY W08-1 NO CENTER LINE R6-1L 4818 ONE WAY ARROW (LEFT) W08-15 GROOVED PAVEMENT R6-1R 4818 ONE WAY ARROW (RIGHT) W08-15p 304 TORCYCLE (PLAQUE) R6-L 430 ONE WAY (LEFT) W08-17 SHOULDER DROP OFF (SYMBOL) R6-R 430 ONE WAY (RIGHT) W08-17p 304 SHOULDER DROP OFF (PLAQUE) R10-6 436 STOP HERE ON RED (45 ARROW) W10-1 4 RND. 9.6 RAILROAD CROSSING R11-4830 10.00 ROAD CLOSED W01-1 44 4.00 DOUBLE DOWN ARROW (SYMBOL) R11-3a 6030 1.50 ROAD CLOSED MILES AHEAD LOCAL TRAFFIC ONLY W01- LOW CLEARANCE (SYMBOL) R11-4 6030 1.50 ROAD CLOSED TO THRU TRAFFIC W01-x 418 3.00 LOW CLEARANCE (PLAQUE) S4-4 3615 3.75 WHEN FLASHING W01-A 844 14.00 OVERHEAD LOW CLEARANCE (FEET AND INCHES) CONST-3A 6048 0.00 FINE SIGN 1060 50.00 LOW CLEARANCE FT IN MILES AHEAD CONST-3 571 4.67 SPEEDING/PASSING (PLATE) 1060 50.00 WIDTH RESTRICTION FT IN MILES AHEAD MISCELLANEOUS SIGNS W013-1 3030 6.5 ADVISORY SPEED (PLAQUE) 3648 1.00 POINT OF PRESENCE W016-304 500 FEET/1000 FEET (PLAQUE) 9648 3.00 POINT OF PRESENCE W016-3 304 MILE (PLAQUE) CONST-7-48 484 8.00 RATE OUR WORK ZONE W00-1 4 64 ROAD/BRIDGE/RAMP WORK AHEAD CONST-7-7 736 18.00 RATE OUR WORK ZONE W00- W00-3 W00-4 W00-5 DETOUR AHEAD ROAD CLOSED AHEAD ONE LANE ROAD AHEAD RIGHT/CENTER/LEFT LANE CLOSED AHEAD 616-10.05 CONSTRUCTION SIGNS 19 616-10.10 RELOCATED SIGNS
4' NOTE: SHEET 1 OF 4 88' 45' 160' 10' 10' 4/0/016 JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) 1 3 40' 780' NOT TO SCALE 1 3 LOCATION FOR ROADWAY ACCESS PARCELS FOR AVAILABLE WORK NOTE: THE INFORMATION SHOWN ON THESE PLANS CONCERNING TYPE AND LOCATION OF UNDERGROUND UTILITIES IS NOT GUARANTEED TO BE ACCURATE OR ALL INCLUSIVE. THE CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWN DETERMINATIONS AS TO THE TYPE AND LOCATION OF UNDERGROUND UTILITIES AS MAY BE NECESRY TO AVOID DAMAGE THERETO. GIVEN PROPERTY LINE AND LENGTHS ARE APPROIMATE. PLAN SHEET
NOT TO SCALE PLATTE RIVER * REVE LOGS FROM LITTLE GIVEN PROPERTY LINE ARE APPROIMATE. BE ALLOWED TO FLOW DOWNSTREAM OF THE RIVER. * LOGS ARE TO BE REVED FROM SITE. LOGS SHALL NOT APPRO. SCOUR PLAN SHEET SHEET OF 5 STATE ROUTE 4/0/016 6510 DATED. AND SEALED ELECTRONICALLY BEEN HAS SHEET IT THIS ON PRESENT IS SEAL A IF CAPITOL WEST 105 CITY, JEFFERSON DATE TRANSPORTATION AND HIGHWAYS MISSOURI (1-888-75-6636) 1-888-ASK-DOT
Sign Spacing, Device Spacing, Channelizing Taper Lengths And Recommended Maximum Speed Reductions COVERING, UNCOVERING OR REVING SIGNS. LOCATED BEHIND CHANNELIZER CONES. LONGITUDINAL BUFFER SPACE SPEED (P) MPH 0-35 40-45 50-55 60-70 4. CONES ALLOWABLE FOR DAYTIME OPERATIONS ONLY. 5. LOCATE FLASHING ARROW PANEL AT BEGINNING OF TAPER WHEN FEASIBLE, ARROW PANELS ARE ALWAYS BUFFER SPACE (FEET) 80 400 560 840 EPG TABLE 616.9 RECOMMENDED MAIMUM SPEED REDUCTIONS DEVICE SPACING TEMPORARY TRAFFIC CONTROL SHEET 1 OF 3 6 006_TC Device_Space.dgn 9:49:45 AM 4/0/016 4/0/016 JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) TAPER LENGTHS AND SPACING OF CHANNELIZING DEVICES SPEED (P) MPH 0-35 MINIMUM TAPER LENGTHS (L) FOR LANE WIDTHS (W) 10 FT 11 FT 1 FT 05 FT 5 FT 45 FT MINIMUM TAPER SHOULDER (T1) 70 MAIMUM CHANNELIZER SPACING BUFFER/ TAPERS WORK 35 FT 40 FT TAPER LENGTH (L) L = W P FOR 40 MPH OR RE WP L = FOR 35 MPH OR LESS 60 L = TAPER LENGTH IN FEET 40-45 450 FT 495 FT 540 FT 150 40 FT 80 FT W = LATERAL SHIFT IN FEET 50-55 550 FT 605 FT 660 FT 185 50 FT 80 FT P = POSTED SPEED PRIOR TO ROAD WORK IN MPH 60-70 700 FT 770 FT 840 FT 35 60 FT 10 FT ** SIGN SPACING FOR ADVANCE SIGN SERIES (1) () SPEED (P) MPH NON-DIVIDED DIVIDED HIGHWAYS (S) HIGHWAYS (S) 0-35 00 FT 00 FT 40-45 350 FT 500 FT 50-55 500 FT 1000 FT 60-70 -1000 FT, SB-1500 FT, SC-640 FT ** THE DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE SB DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE SC DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS. ACTIVITY (I.E. WORKERS, EQUIPMENT RECOMMENDED WORK ZONE SPEED OR MATERIAL) LOCATION REDUCTION (WHEN APPLICABLE) 10 FT. BEYOND EDGE OF TRAVELWAY NO SPEED REDUCTION TO EDGE OF RIGHT OF WAY IN TRAFFIC LANE OR WITHIN 10FT. 10 MPH OF THE TRAFFIC LANE HEAD-TO-HEAD ON MULTILANE 10 MPH CIRCUMSTANCES WITHIN A TEMPORARY TRAFFIC CONTROL WORK ZONE MAY WARRANT A LOWER SPEED LIMIT THAN RECOMMENDED ABOVE. ALL SPEED LIMIT REDUCTIONS GREATER THAN 10 MPH SHALL BE DOCUMENTED, SUBMITTED TO AND APPROVED BY THE WORK ZONE COORDINATOR. (THE "FIRST SIGN" IS THE SIGN IN A THREE-SIGN SERIES THAT IS CLOSEST TO THE TEMPORARY TRAFFIC CONTROL ZONE. THE "THIRD SIGN" IS THE SIGN THAT IS FURTHEST UPSTREAM FROM THE TEMPORARY TRAFFIC CONTROL ZONE) GENERAL NOTES: NOTES: 1. SEE STANDARD PLAN 616.10 FOR DETAILS DIMENSIONS IN FEET UNLESS OTHERWISE NOTED. (1) SPACING BETWEEN SIGNS AND SPACING BETWEEN LAST SIGN AND FLAGGER, BEGINNING OF TAPER, OR SIGNED CONDITION () SPACINGS MAY BE ADJUSTED AS NECESRY TO MEET FIELD CONDITIONS AND ITEMS NOT SHOWN. EISTING SIGNS SHALL BE COVERED DURING WORKING HOURS ONLY IF IN CONFLICT WITH TRAFFIC CONTROL PLANS. 3. NO DIRECT PAYMENT WILL BE MADE FOR RELOCATING,
WO0-1 OR WO1-5b SHOULDER WORK TEMPORARY TRAFFIC CONTROL SHEET OF 3 7 007_TC Shoulder_Work.dgn 9:49:53 AM 4/0/016 5 1 1 WORK BUFFER SPACE L/3 1 SB SB 1 1 REV. 4/0/016 JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) 100' TAPER 5 DEVICE MINIMUM 4 54 NOTES: WORK BEYOND SHOULDER (1). SEE TRAFFIC CONTROL SHEET 1 FOR WORK ZONE SPEED LIMIT GUIDELINES. (). SEE TRAFFIC CONTROL SHEET 1 FOR SIGN SPACING, DEVICE SPACING AND CHANNELIZING TAPER LENGTHS. (3). SIGN NOT REQUIRED IF SHOULDER WORK IS LOCATED WITHIN THE LIMITS OF AN ACTIVITY WHERE ANOTHER SIGN IS ALREADY USED. SHOULDER WORK WITH NO TRAVELWAY ENCROACHMENT
WO0-1 OR WO8-6c 9 WO0-7a (4). ON NON-DIVIDED HIGHWAYS, PROVIDE SIGNS ONLY ON THE RIGHT SIDE TRUCK OR EQUIPMENT ENTRANCE 8 WO8-6 WO3-4 11 TEMPORARY TRAFFIC CONTROL SHEET 3 OF 3 8 008_TC TRUCK_ENTRANCE.dgn 9:50:00 AM 4/0/016 SC SB 30' 11 8 SB 10 10 EQUIPMENT CROSSING OR ENTRANCE TRUCK ENTRANCE 10 9 9 SB CENTERLINE CENTERLINE 4/0/016 JEFFERSON CITY, 6510 1-888-ASK-DOT (1-888-75-6636) EQUIPMENT ENTRANCE 30' NOTES: (1). SEE TRAFFIC CONTROL SHEET 1 FOR WORK ZONE SPEED LIMIT GUIDELINES. (). SEE TRAFFIC CONTROL SHEET 1 FOR SIGN SPACING, DEVICE SPACING AND CHANNELIZING TAPER LENGTHS. (3). SIGN NOT NEEDED IF CROSSING OR ENTRANCE IS LOCATED WITHIN THE LIMITS OF AN ACTIVE. 8 11 SB SC (5). APPLICABLE ONLY WHEN LICENSED VEHICLES ARE ENTERING OR CROSSING TRAFFIC WITHOUT THE AID OF A FLAGGER. (6). WHEN A ROAD USED ECLUSIVELY AS A HAUL ROAD IS NOT IN USE, THE HAUL ROAD SHALL BE CLOSED WITH TYPE 3 BARRICADES AND FLAGGER SYMBOL SIGNS COVERED. (7). AT NIGHT, FLAGGER SHALL BE ILLUMINATED WITH AN AVERAGE MAINTAINED INTENSIT OF 0.6 FOOTCANDLES (6.5 LU). EQUIPMENT CROSSING OR ENTRANCE UNDIVIDED HIGHWAY TRUCK CROSSING OR ENTRANCE DIVIDED HIGHWAY (4) (5)