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Home My WebLink AboutTWINID_0898GA_01_TCP_REV0 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898GA 01 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � ® DiGune. . Dig Line,Inc. STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585 CONTRACTOR CAN REFERENCE CITY OF TWIN FALLS AVE E ARTERIAL FALLS, ID MANUAL OR THE TEMPLATES AT BACK OF TCP FOR WORK ON LOCAL STREETS. BLUE LAKES BLVD N ARTERIAL LOCSUT ST N COLLECTOR TWINID_ TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL MINOR ARTERIAL ROADS PROPOSED CONDUIT PRINCIPLE ARTERIAL ROADS MULTIPLE CONDUIT MAJOR COLLECTOR ROADS aw Richmond Cir I ' I I •� Z Z _ rn I I I w Princeton Dc I I I • Wilmorc Ave I I — �. L - - - - - _j L ` I - . - - -� I _Il . .ice Ave Caswell Ave ' i N 1 _ M "' _ — I Gran Aye 04 `- I TILSOIN M�1 N I Alder Dr O I „ T: (207) 591-6427 F: (207) 772-3427 infoOtilsontech.com w y1 O } \ 1C p Frernant: C REVISIONS 4D C DATE DESCRIPTION INITIAL i ``- - I ��/r✓ f_ r 02/10/23 INITIAL SUBMISSION RNC ___ ____ ____ 111 W._'r. CL Q �' �- .. __ __ ---- Cl U �► SCALE i . : . I I - a 0, J + — SIZE B SHEET: NTS SIZE D SHEET: NTS cc 7 a f SHEET E02 OF E09 0 z FILE NAME:TDS_TWINID_ LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE FALLS AVE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS Wood Or ARROW PANEL L ~ WORK TRUCK ® (FLASHING ARROW) n { SHADOW UNIFORMED -1 VEHICLE TRAFFIC OFFICER jr r SIGN 1111=1=31111111 PARAWEBBING � TWINID 28"CHANNELIZIN VICE ~� FLAGGER TWIN FALLS ID DE r / MATERIAL DESCRIPTION QTY ACTUAL NOTES: M FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. y FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR + CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH _ PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION _ AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - D FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. - S. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. - - - •' -- -- -- - - - - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Falls-Ave— —Falls Ave W —W*Fls-Ave— PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL It 4C --Falls-Ave Falis-Ave-W— BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. II17 1" 11 MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. UTILITY THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF WORN RESTRICTION TO THE FIRST SIGN. AHEAD A �1 THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND n C) •�7 /' SIGNS. �py THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES i ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). m WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES - PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK V SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM (MUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS =' L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN N TILSON z POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission O POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED 1 LANE MERGE lnfoftlsontech.com o L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL O) x 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 02/10/23 INITIAL SUBMISSION RNC 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmune. zJt TYPE II � SIGN W/HIGH LEVEL FALLS AVE BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ARROW PANEL WORK TRUCK ® (FLASHING ARROW) F .�� - - Jj SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER ' �- g SIGN OO PARAWEBBING r` TWINIDlot 28"CHANNELIZING r—U FLAGGER k" TWIN FALLS,ID DEVICE r Y c MATERIAL DESCRIPTION QTY ACTUAL NOTES: '+k.I •: T. O w FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=101. (a - • Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR r>t'.' ,- • CALCULATE"L"USING FORMULA,FOR SPEEDS>45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH _ —' PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION - • r [� 4 !,• J' AND ACCESS RADII. _ -_ _ ` ' ! �• WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 1� BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • PLACE FOR CONTINUOUS DAYS. - CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF VSI"Ij THE SAME ROAD. R MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. / THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF .- •��, Ty! A ��= - RESTRICTION TO THE FIRST SIGN. - ^-- THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES „•� - _ ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). l-1w WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL r INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ` Il CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE M _ OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - r: T 1 TAPER LENGTHS CALCULATED BY FORMULA �� .�� ,� ttj ^ FROM IMUTCD TABLE 61-1-4. f < I� 40 M.P.H. OR LESS: L=WS2 /60 ` 7% 40 M.PH. OR MORE: L=WS � � �l' f I L=TAPER LIENGTH(FT) Oi „ W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT I j T 1' C Cn 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N N z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE MERGE info®tilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL z� 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- - L =WS2 -- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' -- -- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH a SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmu.ne. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N ��«� ..,, _ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. 1111111111111111 MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ' WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING �• TWINID_ 28"CHANNELIZING DEVICE FLAGGER TWIN FALLS,ID ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: J FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. r FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR i CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L T =S' W/60,S=SPEED,W=WIDTH _ PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION WIN i AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES INN P 3 1 1 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. MtlOM CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1 dN 1 PLACE FOR CONTINUOUS DAYS. e3sov NY LIe N RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ! THE SAME ROAD. - 1 MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS.THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �r RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE t ! OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA , FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS n �we►o ' L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Cn 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE MERGE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- ---- ---- 30 200' 150, 75' 50' 165' 83' 55' 180' 90' 60' A B C -- ---- ---- L =WS2 -- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q -- -- -- 60 100 100 100 <_35 MPH o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH a SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03B OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmu.ne. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N ��«• ..,, _ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED - - \= OF TRAFFIC 0 WARNING SIGNS araNr ARROW PANEL "mina�' F1 WORK TRUCK ® n (FLASHING ARROW) � •-� SHADOW UNIFORMEDFm �c VEHICLE TRAFFIC OFFICER r SIGN OO PARAWEBBING 01'D„ s',v i TWINID_ 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L =S' TRAFFIC FI=SPEED, L DEVICH ' _t PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 'r• FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES Vj i, REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. t f RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �✓.n BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ,. TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN L-_,�'1•..ti.7�1i PLACE FOR CONTINUOUS DAYS. _�- RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL - S- BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _ •� THESAMEROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND i COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF a �+ RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE --__•_• - OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ..•_ r e TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. M- 40 M.P.H. OR LESS: L=WS2 /60 UTILITY WORK 40 M.PH. OR MORE: L=WS = '' ' AHEAD L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Cn 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE MERGE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- CL Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' -- -- -- 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE a 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® tmu.ne. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N ��«� ..,, _ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS �. ARROW PANEL Rsil��lrllfiiit i ; WORK TRUCK �► i (FLASHING ARROW) avaHr • SHADOW UNIFORMED >taoAtor Cx VEHICLE TRAFFIC OFFICER �` u1T1in g SIGN OD PARAWEBBING TWINID_ 28"CHANNELIZING �■ v3Hv r ' aaso» _ TWIN FALLS,ID FLAGGER DEVICE evT u1�aa MATERIAL DESCRIPTION QTY ACTUAL NOTES: ` FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR l CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. y CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES JC]F REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 71 FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN000000... PLACE FOR CONTINUOUS DAYS. Spru'ce Ave Spruce Ave RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. - - - -— CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. T- MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. 7 THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. I `� ` •. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND , �a SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES UTILITY ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WORTS WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR f 1! RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS ' L=TAPER LIENGTH(FT) a W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Cn 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE MERGE infoOtilsontech.com o L y2 L % L L % L % L L y2 L y3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C -- ---- ---- L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH a SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmu.ne. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N ��«� ..,, _ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS maxr WORK TRUCK ARROW PANEL >taoM i (FLASHING ARROW) SHADOW UNIFORMEDFm ' VEHICLE TRAFFIC OFFICER ' g SIGN OD PARAWEBBING TWINID 28"CHANNELIZING FLAGGER ` TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR - CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES \ REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL G' BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 1 TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 7 Y o TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN F jl PLACE FOR CONTINUOUS DAYS. Ir _ CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME I - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. - � THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR l + RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL I Il T j INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. I CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE _11 OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. doses 40 M.P.H. OR LESS: L=WS2 /60 _ 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) A' o W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N 04 Cn MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T: (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE MERGE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- ---- ---- 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C -- ---- ---- L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <_35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE a 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330. 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmu.ne. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N ��«� ..,, _ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS avaKv WORK TRUCK ® ARROW PANEL +urn (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE , CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME a UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF " f' RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ! , INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES - PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - R' T 1^ 1 OF THE MIDBLOCK CROSSWALK r,Lo'Fu SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. AREA TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS I T"'Y •r W1 RK L=TAPER LIENGTH(FT) •Q.; 1°7 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT cn 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE MERGE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 a SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E03F OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmu.ne. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N ��«� ..,, _ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /= DIRECTION ADVANCED \� OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL14 (FLASHING ARROW) FmSHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBINGY� NID- 28"CHANNELIZING ' TWIN IALLS,ID FLAGGER DEVICE �■ OV3HV �� >raorot `�r—_ MATERIAL DESCRIPTION QTY ACTUAL NOTES Alllflll i1~ r FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. •(' FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 1 ` CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _;r 4 F 9 f -C REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE FALLS AVE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Ar BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF — THESAMEROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. i THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF I RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD .;}t SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES O. ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL - INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE RIGHT LANE - OF THE MIDBLOCK CROSSWALK CLOBEO SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 0 unLmr 40 M.P.H. OR LESS: L=WS2 /60 Ho 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Cn 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED LANE MERGE infoOtilsontech.com o L y2 L % L L % L % L L y2 L y3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- ---- ---- 30 200' 150, 75' 50' 165' 83' 55' 180' 90' 60' A B C -- ---- ---- L =WS2 -- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q -- -- -- 60 100 100 100 <_35 MPH o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 11 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE a 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03G OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL LOCUST ST N z��«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING �. TWINID_ 28"CHANNELIZING �■DEVICE FLAGGER — �'-� TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR I CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - ,. * y�• =S' W/60,S=SPEED,W=WIDTH J PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE \� CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ' FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES '�� - '•t, REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. ot CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �� '• BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ` PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN �¢( PLACE FOR CONTINUOUS DAYS. 9 r CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME 3y'- UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. ' THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. r THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. itPrinceton Dr Princeton Dr Prin THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 40. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE I un OF THE MIDBLOCK CROSSWALK t SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA I FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS ` ��;� 1 +.t+...•WORK L=TAPER LIENGTH(FT) AHEAD ' W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITCn N 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- ---- ---- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE a 50 425' 500' 250' 167' 550' 275' 183' j 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300, 200' 660' 330' 220' 360' 240' SHEET E03H OF E09 cc 0 65 645' 650' 325' 217' 715' 358' 238' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL LOCUST ST N z��«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) Fm SHADOW UNIFORMED aV3FlV r VEHICLE TRAFFIC OFFICER HapM g SIGN OD PARAWEBBING unun TWINID_ 28"CHANNELIZING , DEVICE �■ FLAGGER TWIN FALLS,ID • MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR i CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ,{y =S' W/60,S=SPEED,W=WIDTH r PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. Q WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. - CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _ REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL , FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. • - 1 J O W CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE 2 CONSTRUCTION CAN BEGIN. 7 3 Q RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN D RE-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN t` PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL --..�„ • _- _ _ ____ __ BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ^, PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF j THE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF At RESTRICTION TO THE FIRST SIGN. t- THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - - A SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES - ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES I PRESENT IN THE EXISTING PEDESTRIAN FACILITY. i CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE DBLOCKCROSSWALK ..,� SIDEWALKK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA e FROM IMUTCD TABLE 6H-4. I UTILITY WORK 40 M.P.H. OR LESS: L=WS2 /60 M AHEAD 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Cn 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- CL Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE a 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E031 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL LOCUST ST N -a;• BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS Ci WORK TRUCK ® ARROW PANEL (FLASHING ARROW) aaaHa d >raoAn ' SHADOW UNIFORMED '" Alnlln VEHICLE TRAFFIC OFFICER f r. g SIGN Oa PARAWEBBING TWINID 28"CHANNELIZIN FLAGGER TWIN FALLS ID � DEVICE ■ p. ��I•n MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH 16 PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE - CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ..� ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Dre Ave Wilmore Ave' PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN _ _ - PLACE FOR CONTINUOUS DAYS. - �e CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. �• 1,. MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND - COLLECTOR ROADS. ABf-1 THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD _ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES y� I ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). r WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED ORS, - RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 1. INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. s CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK •� i SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA ` FROM IMUTCD TABLE 6H-4. •�7 AHEAD 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS , L=TAPER L1=NGTH(FT) , W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT (V MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN N TILSON z POSTED BUFFER ZONE 10' OFFSET 11' OFFSET 12' OFFSET on a Mission O POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED SHOULDER CLOSURE infoftlsontech.com POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE 0 REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL O) x DISTANCE BETWEEN SIGNS (FEET) 02/10/23 INITIAL SUBMISSION RNC 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 0 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240'00 SHEET E03J OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 1 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 [FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® Dii UM- TYPE II SIGN W/HIGH LEVEL FALLS AVE &;fw ; BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED — \= OF TRAFFIC WARNING SIGNS •' W ® ARROW PANEL WORK TRUCK 1 • *+ it. (FLASHING ARROW) SHADOW UNIFORMED r VEHICLE TRAFFIC OFFICER �' • Af • _ SIGN OD PARAWEBBING ^ r or C. , ~ 1• TWINID_ 28"CHANNELIZING E4 ? �T • DEVICE FLAGGER •_� —� TWIN FALLS,ID C • .0 3 MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. . - FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR �r�• i/' + y CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L ! =S' W/60,S=SPEED,W=WIDTH ~• ��f PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. .� WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE • ^ S" CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. _ CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES rd �•. + REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL • FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. T , CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Falls Ave PLACE FOR CONTINUOUS DAYS. W-Fls Ave RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLFalls-Ave BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - RESTRICTION TO THE FIRST SIGN. \ THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD _ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ' r ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). •r `_ ■ . y WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR n `.- RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL _ + , , • (n INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES O PRESENT IN THE EXISTING PEDESTRIAN FACILITY. N r • - _ r CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • N OF THE MIDBLOCK CROSSWALK m 1 - r SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. m O R• '� j •.•• 0 r TAPER LENGTHS CALCULATED BY FORMULA r• *� `• '; ',.t.+� FROM IMUTCD TABLE 6H-4. ' 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS `, L=TAPER LIENGTH(FT) + W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N N N POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L '/3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- ° L -WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100 < 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 0 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 1 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 1 200' 660' 330' 220' 1 720' 360' 240' SHEET E04 OF E09 0 65 645' 650' 325' 1 217' 715' 358' 238 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 1 233' 770' 385' 257' 1 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z��«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS --� WORK TRUCK ARROW PANEL ti ® (FLASHING ARROW) a SHADOW UNIFORMEDFm f VEHICLE TRAFFIC OFFICER :- g SIGN OO PARAWEBBING TWINID_ 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE MATERIAL DESCRIPTION QTY ACTUAL NOTES: ,�•.y _ - I•!-' _ •� (� y. FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR y• �' '- 1'I .�' �` CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 1{!�,r - �'•� CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION G -r xTrT _ ��.•-. FOR ALL SPEEDS. �•'!",�(, CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. Ar RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �- TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 077 THE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND O3SOl0 COLLECTOR ROADS. i]31-010 >1ltlM3OIS )IlVM3OIS 03SO10 . THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF )IlVM3UIS '�` RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND .. SIGNS.' THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES r , ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). '(- jjj WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ""T� -- t g ��• �� CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK �,�j• SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. �+ TAPER LENGTHS CALCULATED BY FORMULA ' FROM IMUTCD TABLE 6H-4. PAN 40 M.P.H. OR LESS: L=WS2 /60 " .• • ~ 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Wk cn 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- ---- ---- 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C -- ---- ---- L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH a SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09 0 65 1 645' 650' 325' 217' 715' 358' 238' 780' 1 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® Dii UM- TYPE II SIGN W/HIGH LEVEL FALLS AVE &;fww•.~ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED F \= OF TRAFFIC WARNING SIGNS �. y WORK TRUCK ® ARROW PANEL Wy t (FLASHING ARROW) SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICER } •, g SIGN OD PARAWEBBING �- 28"CHANNELIZING TWINID_ DEVICE ~ii FLAGGER j♦ TWIN FALLS,ID f t MATERIAL DESCRIPTION QTY ACTUAL I NOTES: _ r ; • rw FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 01 - ' FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L 7 =S' W/60,S=SPEED,W=WIDTH - PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. - ~' - f• -- t WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE f CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 3096 OF THE"A"DIMENSION FOR ALL SPEEDS. ~� ' •?� i CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES y " — +s !r— ® • 1 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL k BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _ THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF _ • RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD MwAftj SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ' ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). 03SO10 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �ilIdM341S RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL _ INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK 1 V S SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. •^ - — Y y TAPER LENGTHS CALCULATED BY FORMULASod I - W FROM IMUTCD TABLE 6H-4. 14A 40 M.P.H. OR LESS: L=WS2 /60 L "milli 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) , f W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT 1 N CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N CV N POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L '/3 L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C -- ° L -WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q 40 60 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH 100 100 100 < ~ 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE ~ 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 0 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09 0 1 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N � 1 l BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL _ (FLASHING ARROW) r SHADOW UNIFORMED _ VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 28"CHANNELIZING DEVICE FLAGGER TWIN FALLS,ID ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION r AND ACCESS RADII. ok WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... �r ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. JJ CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE i CONSTRUCTION CAN BEGIN. SpruceAve RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. ;y RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL w BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. • - CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. ,/. J�• THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. SIDEWALK CLOSED J THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD CROSS HE- r •. �f SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES jjjlll ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES Caswell Ave PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK ~ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITCn N 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- ---- ---- 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C -- ---- ---- L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH a SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04C OF E09 0 65 1 645' 650' 325' 217' 715' 358' 238' 780' 1 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmu...ne. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N ��«� , _ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMEDFm r . VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING ~ �! TWINID_ DEVICEEVICE 28"CH ZING FLAGGER TWIN FALLS,ID ~� _ _ ~ l MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'.FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR f G CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH ,y PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. r WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 1. REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE 1 CONSTRUCTION CAN BEGIN. m RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME MUST . MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. 2 H THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND O O SIGNS. y U THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES i� PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ,Y. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE --�•'-- OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA Wilmore Ave Wilmore Ave FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 420, raw 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) -_ W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITCn L N 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- ---- ---- L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE a 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04D OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmu.ne. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N ��«� ..,, _ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMEDAF VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID_ 28"CHANNELIZING FLAGGER �'� TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. Lj/ CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. INNER RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 7m I fl! BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL _ INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES I PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA . FROM IMUTCD TABLE 6H-4. _ 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Cn 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- ---- ---- 30 200' 150, 75' 50' 165' 83' 55' 180' 90' 60' A B C -- ---- ---- L =WS2 -- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q -- -- -- 60 100 100 100 <_35 MPH o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >-40 MPH a SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04E OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® Dmu.ne. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N ��«� ..,, _ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) CL SHADOW UNIFORMEDFm `• VEHICLE TRAFFIC OFFICER4-1 g SIGN OD PARAWEBBING TWINID 28"CHANNELIZING DEVICE FLAGGER TWIN FALLS,ID ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. __ •" WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. lA RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Spruce Ave Spruce Ave PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW I I'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. �• 'r� THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ' SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ` ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). • �- WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL J• INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES , SIDEWALK CLOSED PRESENT IN THE EXISTING PEDESTRIAN FACILITY. f� CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - CROSS MERE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. i • TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. Caswell Ave 40 M.P.H. OR LESS: L=WS2 /60 _ 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) - -- u W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Cn 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET 0 POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- ---- ---- 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE a 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04F OF E09 cc 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmu.ne. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N ��«� ..,, _ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING �N TWINID_ 28"CHANNELIZING 0. DEVICE �■ FLAGGER cD TWIN FALLS,ID x MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S, W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION �. AND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 1��• ', FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES y. REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. �. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. r r0 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL r9 BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM - o TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �. BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �. TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. - - - CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. f MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ��•.G1 _ _ COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF G RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. ... THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ��•� q ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �+ ' RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ,5, INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ♦:, PRESENT IN THE EXISTING PEDESTRIAN FACILITY. ram( o CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. e. TAPER LENGTHS CALCULATED BY FORMULA -� FROM IMUTCD TABLE 6H-4. ,< SIDEWA K 40 M.P.H. OR LESS: L=WS2 /60 CLOSE 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT Cn 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 a SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04G OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmu.ne. TYPE II SIGN W/HIGH LEVEL BLUE LAKES BLVD N ��«� ..,, _ BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ' WORK TRUCK ® ARROW PANEL r a (FLASHING ARROW) Fm SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 28"CHANNELIZING �■ FLAGGER _ TWIN FALLS,ID DEVICE SIDEWALK CLOSED CROSS HERE MATERIAL DESCRIPTION QTY ACTUAL NOTES: m FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. m FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L a =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION _ AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDSld CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES - REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM ff TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN y _ PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. Ar 1 THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD I SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES IE ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL .� �c INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES �a�'�!� _ y PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. CL TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMITCn ' N 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T 1 L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE ---- ---- ---- 30 200' 150, 75' 50' 165' 83' 55' 180' 90' 60' A B C -- L =WS2 -- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q -- -- -- 60 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <_35 MPH 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200, >-40 MPH a SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04H OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 2 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL LOCUST ST N z��«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. 1111111111111111 MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS W ® ARROW PANEL WORK TRUCK t, (FLASHING ARROW) SHADOW UNIFORMEDFm , VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING _ TWINID 28"CHANNELIZING DEVICE FLAGGER FALLS AVE r TWIN FALLS,ID ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR !►' CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH Oka PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION !M AND ACCESS RADII. aaaa ssoao WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION aasoio>Iivxl�ms "'_' FOR ALL SPEEDS. 'J CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL • .i., FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. J 'r RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •�,A BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. a RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME o .1 aw UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF yy THE SAME ROAD. O MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND a V r. COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. _ THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE Princeton Princeton F OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. , TAPER LENGTHS CALCULATED BY FORMULA t, .. FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS ' L=TAPER L1=NGTH(FT) - W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT cn 04 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN N z POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 o SPEED POSTED SPEED SIDEWALK CLOSURE info®tilsontech.com o L y2 L % L L % L % L L y2 L y3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/10/23 INITIAL SUBMISSION RNC X ROAD TYPE 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C -- ---- ---- L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >-40 MPH a SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E041 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_ 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG Dig Line,Inc. 811 or 800-342-1585 Figure 61-1-11. Lane Closure on a Two-Lane Road with Low Traffic Volumes (TA-11) Drat+'.`` END )INOM I FOAO WORK TWINID OYON 1 7 TWIN FALLS,ID .. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL HdW (optional) rflptiorral) Twr XX ,' g OY3HY avow iNYI ENO 50 t0 100 ft (optional) + j Buffer space !optional) i I Buffer space (optional) rleLn 50 to 100 ft Mote:Sea Tables 611-1-2 and 6H-3 for the meaning of the 15 ft symbols andror letter ro (codes used in this figure. ancowlwc A TRAFFK N (optional)- . • Cq (sae Section 38.16 TIL50N N 8 (optional) On a Mission Z 0 T- (207)591-6427 F- (207)772-3427 K } 04F IAME InfoOthontech.00m 0 ROAD AHEAD REVISIONS (optional;, DATE DESCRIPTION INITIAL 3 _ I e, 02/10/23 INITIAL SUBMISSION RNC ON3 Q QI icpUor.all - — ioptional) SCALE I Q ROAD SIZE B SHEET: NTS WORK 00 SIZE D SHEET: NTS o AHEAD SHEET E05 OF E09 0 Z FILE NAME:TDS TWINID 3 - - 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME ® DIG Dig Line,Inc. Figure 6H-31. Lane Closures on a Street with Uneven 811 or 800-342-1585 Directional Volumes (TA-31) GYAH4 TWINID TWIN FALLS,ID t7YOd T t t MATERIAL DESCRIPTION QTY ACTUAL T I L (oplionall - — 000 Butler sp�lc� (opUanah t 1)2 L ` N N 100 ft N f Temporary solid_ A white lens line Buffer space N (o plional) N f1L '5=speed in mph N {� TILSON NI On a Mission Z — I 0 ` T: (207)591-6427 F: (207)772-3427 4S ftl- InfoOttleontech.com � i � REVISIONS - DATE DESCRIPTION INITIAL EJ 02/10/23 INITIAL SUBMISSION RNC Note See Tablas 6H-2 and I ___ 6H-31or the meaning Q of the syntibols anWor 1 t t i ROAD QI letter codes used in WORK U this figure. - ~I AHEAD SCALE o Typical Appilcatlon 31 SIZE BSHEET: NTS Q SIZE D SHEET: NTS 00 00 SHEET E06 OF E09 0 Z FILE NAME: TWINID 3 - - HALF-ROAD CLOSURE MULTI-LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585 Hlgh-Speed Highway (TA-32) TWINID TWIN FALLS,ID tf MATERIAL DESCRIPTION QTY ACTUAL C B t xrn 'r or B T 1 T [�o L Temporary white Buffer space alga Irn2 (optional) 1 1,,2 L MIN. Temporary ' 112LMIN < > ye11ow l rl?S y AX '4 IMPH 1/2 L MIN. I,opbonal t 711 e111MIY:� N N I;MI o TILSON NOn a Mission Z 0 T: (207)591-6427 F: (207)772-3427 f— rn R InfoOtnsontech.00m REVISIONS DATE DESCRIPTION INITIAL ✓D1 02/10/23 INITIAL SUBMISSION RNC cLostr Q Nola: Sea Tables 6H-2 and 614-3 - aI for the meaNK of the U symbols and+or latter t t ROAD -- — ~I Codes used in this figure, AHEAD SCALE o SIZE B SHEET: NTS I Typical Appllcatlon 32 SIZE DSHEET: NTS oo SHEET E07 OF E09 0 Z FILE NAME: TWINID 3 - - WORK ON PARKING LANE ® DIG Dig Line,Inc. Figure 6H-32. Half Road Closure on a Multi-Lane, 811 or 800-342-1585 High-Speed Highway (TA-32) TWINID TWIN FALLS,ID tf MATERIAL DESCRIPTION QTY ACTUAL C B t xrn 'r or B or 1 T [�o L Temporary white Buffer space adga Irn2 (optional) 1 1,,2 L MIN. Temporary ' 112LMIN < > ye11ow llrl?S y AX '4 IMPH 12 L MIN. I,opbonal N e111MIY:� �j N I;MI o TILSON NOn a Mission Z 0 T: (207)591-6427 F: (207)772-3427 f— rn R InfoOtnsontech.00m REVISIONS DATE DESCRIPTION INITIAL ✓D1 02/10/23 INITIAL SUBMISSION RNC cLostr Q Nola: Sea Tables 6H-2 and 614-3 - aI for the meaniN of the U symbols and+or latter t t ROAD -- — ~I Codes used in this figure, AHEAD SCALE o SIZE B SHEET: NTS I Typical Appllcatlon 32 SIZE DSHEET: NTS oo SHEET E08 OF E09 0 Z FILE NAME: TWINID 3 - - SIDEWALK CLOSURE ® DIG Dig Line,Inc. 811 or 800-342-1585 Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29) ` (optional) T � -0 = W TWINID C t J 40 6$ p9 y TWIN FALLS,ID W y MATERIAL DESCRIPTION QTY ACTUAL � a o � 5 a r UJ or n j T x =� o Temporary B marking for crosswalk lines (cross-hatching optional) _ C30 P 0 J 1M K y � n u v i SIDEWALK CLOSED i sgCNALK Gl4SLD � ---- AHEAD "K$$HERE v N Cq Note: For long-term stationary T I L S O N a work,the double yellow on a Mission o center line anWor T- (207)591-6427 F- (207)772-3427 w lane Ines should M inroocnaontech.00m o removed between the ROAD crosswalk lines. REVISIONS DATE DESCRIPTION INITIAL - NQt;K See Tables 6H-2 and 6H-3 02/10/23 INITIAL SUBMISSION RNC ANEAD for 1ho meaning of the symbois and+or letter - _-- codas used in this figure. - — I U ~' SCALE Typical ApplIcation 29 SIZE BSHEET: NTS Q SIZE D SHEET: NTS 00 00 SHEET E09 OF E09 0 Z FILE NAME: TWINID 3 - -