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Home My WebLink AboutTWINID_0898GA_09_TCP_REV2 (2) TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898GA 09 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � . r • . Line,Inc. STREET NAME ARTERIAL / COLLECTOR 811 or 800-342-1585 CONTRACTOR ' OF FALLS, ID MANUAL OR OF • R WORK ON • TWINID 0898GA 0• TF TWIN FALLS, ■ DESCRIPTIONMATERIAL QTY ACTUAL 71 1 t .• r • !`r 1� 1 I�'f r F' L# ■ rir DF �. C WAWA TP do Radium Blvd �J * T On a Mission IV j{ l• y F • Ayevim o 3 • IL rim -� • ler-qYel, — �L-- LEGEND ADDRESS: ® DIGune. TYPE II SIGN W/HIGH LEVEL FALLS AVE BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS W ARROW PANEL WORK TRUCK ® (FLASHING ARROW) F. �r1r' r SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING L TWINID_0898GA_09_TF 28"CHANNELIZING FLAGGER �• ~�� TWIN FALLS,ID DEVICE ~� } J e � W MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10' USE"L"VALUE FOR W=10'. + # t t - - •� - µ j r 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 �++ + 'w +� PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION _ AND ACCESS RADII. - r 4 _ WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE • CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �. a Y•'S �+ FOR ALL SPEEDS. _ P '�• 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. - - -- mhfimw�- 4iw- •' _ _ T F a !� �„ ` RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LI MITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM •y' �r , TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. a I - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLBE 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. 1 ��` f • a ago THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r RESTRICTION TO THE FIRST SIGN. 4 THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND - SIGNS. \ 'A UTILITY t y THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD �' ` •A ,� ti SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES a ti j WORK ,�;,,, '� ��, • ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). • I .� ♦�F ,�;,,, I �1,, ' •�• AHEAD 1 ,, , .?�►�_i ,�'.� � `�' ,• WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR j RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL go i + = r _ - +��' �' A , INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 2 PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE m r" D •� w ) f r OF THE MIDBLOCK CROSSWALK ` F, i�f' a�r •,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 r �i ',_' 40 M.PH. OR MORE: L=WS `'• _ L=TAPER LIENGTH(FT) M r W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com L Y2 L % L L % L % L L Y2 L Y3 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) 04/12/23 INITIAL SUBMISSION RNc ROAD TYPE 07/19/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/19/23 ALS L =WS2 ---- ---- --- 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' 1 147' 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 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09 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' 28' 1 1 1 FILE NAME:TWINID 0898GA 09 TF CD LEGEND ADDRESS: ® DIGune. TYPE II SIGN W/HIGH LEVEL FALLS AVE BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL i ® (FLASHING ARROW) r SHADOW UNIFORMEDFm •M ,� VEHICLE TRAFFIC OFFICER •! . SIGN ==C=M PARAWEBBING TWINID_0898GA_09_TF 28"CHANNELIZING . DEVICE ~� FLAGGER r _ '' �, y TWIN FALLS,ID 4. MATERIAL DESCRIPTION QTY ACTUAL NOTES. .j �. FOR LANE CLOSURES WHERE W< 10' USE"L"VALUE FOR W=10' - fj F FOR SHOULDER CLOSURES WHERE W< 10',USE L VALUE FOR W=10'OR - _ _ - ,7 }♦ p'�,r • �1.� Y CALCULATE'L USING FORMULA,FOR SPEEDS> Q _45:L=WS,SPEEDS<45:L - - ,�- • 1 �, ; /+ J �' r• =S' W/60,S=SPEED,W=WIDTH .' x.*� t ••t •d ��•, q� 0 LLI _ PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION :4 ZrA- Q AND ACCESS RADII. �'.K WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ �' }► AN CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. •-t '� .3 ,a CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES �� f •.L III111��"' REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - .♦ a ,�•,-, FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. - - - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - ♦jy;'�� CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE __ 7 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 UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 7. tit . +.. M THE SAME ROAD. 1 VL} r •/J MUST x �I,ALLOW I V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND +.. •♦f♦j �•• 14 All fCx COLLECTOR ROADS. •• , +'� ,• l '-•r.l�. y•M'• THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF a 1 �+ • { ' r yW '0. + > �� Aa�Fy• 1 RESTRICTION TO THE FIRST SIGN. ♦ _ MM''�� f , THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND + ♦ r �.,,� tr(� ;}�,•+ ,j�y -i SIGNS. . 1 �• •r, ' ♦ • 7+. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD CC �} _ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES • = G 5 �' ,'J et • ; - ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). m 01 r WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR + D .r-.. S - ✓r '' "•�.; 0 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ' INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES •. 1 ! r' .f f ••T + •M�^ t PRESENT IN THE EXISTING PEDESTRIAN FACILITY. •r {- rl� ✓< CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • t• y Y J OF THE MIDBLOCK CROSSWALK ` ♦ [ , I•' ,,�' SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA �' J •� Y 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 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 SHOULDER CLOSURE infoOtilsontech.com L L L %2 L L 12 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) 04/12/23 INITIAL SUBMISSION RNC ROAD TYPE 07/19/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/19/23 ALS L =WS2 ---- ---- ---- 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' :5 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 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 60 570' 600' 300' 200' 660' 1 330' 220' 720' 360' 240' 1 SHEET E03A OF E09 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:TWINID 0898GA 09 TF CD LEGEND ADDRESS: ® DIGune. TYPE II SIGN W/HIGH LEVEL FALLS AVE BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS . ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED t n VEHICLE TRAFFIC OFFICER . tf O ' i SIGN OD PARAWEBBING TW I N I D_0898GA_09_TF 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� , ♦ 1 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 > 0 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L J Q =S' W/60,S=SPEED,W=WIDTH r L1.1 PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION _ AND ACCESS RADII. Glv3Hv Q WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE q - �•z )IaOM CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - FOR ALL SPEEDS. ',� .111"111n CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL •j ti -. 1 mot}. FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. -- - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ��-- �I AtA M, CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. y . 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 ROAD. '^ f +"'�"+• ' - J , MUST ALLOW I V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ; , -.-� •.+• 's COLLECTOR ROADS. - • - i• THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OFi1 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). D J UTILITY WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR m O WORK RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL v r �'`�• , AHEAD I r ' 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 ~ ♦ 44 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - `"'>: 1� - • , TAPER LENGTHS CALCULATED BY FORMULA ♦� • ( + FROM IMUTCD TABLE 6H-4. •t+ �• f "' 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) r �+ W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com L Y2 L % L L % L % L L Y2 L Y3 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) 04/12/23 INITIAL SUBMISSION RNc ROAD TYPE 07/19/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/19/23 ALS L =WS2 ---- ---- --- 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' 1 147' 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 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03B OF E09 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' 28' 1 1 1 FILE NAME:TWINID 0898GA 09 TF CD LEGEND ADDRESS: ® DIGune. TYPE II SIGN W/HIGH LEVEL FALLS AVE BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS r ARROW PANEL WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMEDFm 1 VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING • 28"CHANNELIZING � TWINID_0898GA_09_TF DEVICE ~� FLAGGER H Y 0 1, i TWIN FALLS,ID i NOTES _J 00 W MATERIAL DESCRIPTION QTY ACTUAL : � _ FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. I•� Q 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 t• '>� - _ i FOR ALL SPEEDS. + ♦` - - �+�M •1 - _ CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES +, t ' VIP REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC...ALL DEVICES CONFORM TO CURRENT MUTCD. - »r��• �•� �- - "�`�-"�'•"•� •-- - —— CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. I -w� }Tr_y�VGY7C1 CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE f-1U`1 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 w TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN ' ��Wfit PLACE FOR CONTINUOUS DAYS. -.f f• * �'• . Y.► `•� i CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF - • ►„ ' .+t THE SAME ROAD. MUST ALLOW I V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF 11 - I• RESTRICTION TO THE FIRST SIGN. D CC THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. Rl r' 1 r ♦ ' �'/` ?'~ jj` �• IT THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD D .T7 � � - (-,71 SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES �� f �,�. ♦ - 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 •� } - /��}v yy ,� �,' INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ja ` i I I - , •11 l• PRESENT IN THE EXISTING PEDESTRIAN FACILITY. J • : ,PPPP ,� . .i�•�, • �/� CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK .+ ',.r�• ` �. �j SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. . t �_ TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 0 + 40 M.P.H. OR LESS: L=WS2 /60 - •• ,• �� 40 M.PH. OR MORE: L=WS T,J♦„ L=TAPER LIENGTH(FT) i '.�*; W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT k. r ' MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE infoOtilsontech.com L Y2 L % L L % L % L L Y2 L Y3 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) 04/12/23 INITIAL SUBMISSION RNc ROAD TYPE 07/19/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/19/23 ALS L =WS2 ---- ---- --- 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' 1 147' 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 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09 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' 28' 1 1 1 FILE NAME:TWINID 0898GA 09 TF CD LEGEND ADDRESS: ® DIGune. CCU Belorc r�..Oq TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS CII ARROW PANEL H'lan WORK TRUCK ® unn (FLASHING ARROW) SHADOW UNIFORMEDFm � I VEHICLE TRAFFIC TRAFFIC OFFICER i g SIGN OD PARAWEBBING :> TW I N I D_0898GA_09_TF 28"CHANNELIZING DEVICE ~� FLAGGER — TWIN FALLS,ID j MATERIAL DESCRIPTION QTY ACTUAL NOTES: 7! 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 FJ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION wD FOR ALL SPEEDS. +.p,. 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. y I I e. 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. •Ci^��'�'��' ' RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL i 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. RIGHT LAN CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME CLOSED h1' UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF AHEAD THE SAME ROAD. MUST ALLOW I DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. r THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF UTILITY p RESTRICTION TO THE FIRST SIGN. WORK , THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND AHEAD • 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 HOAD _ RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ', WORK S INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURE 1 1000ft PRESENT IN THE EXISTING PEDESTRIAN FACILITY. } is CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK I r. SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ^` �•. I' TAPER LENGTHS CALCULATED BY FORMULA ..v ROAD FROM IMUTCD TABLE 6H-4. w MIL r 1 MIL ORK 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 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 LANE MERGE infoOtilsontech.com L L L %2 L L 12 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) 04/12/23 INITIAL SUBMISSION RNC ROAD TYPE 07/19/23 REV 1 NV 30 200' 150' 1 75' 50' 165' 83' 55' 180' 90' 60' 1 A B C 09/19/23 ALS L =WS2 ---- ---- ---- 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' :5 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' 1 183' 600' 300' 1 200' >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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 1 770' 385' 257 1 840' 420' 280' 1 1 1 FILE NAME:TWINID 0898GA 09 TF CD LEGEND ADDRESS: ® DIGune. C•U Belorc r�..Oq TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMEDFm 7� VEHICLE TRAFFIC OFFICER „ SIGN OD PARAWEBBING ovaHv`. I-L 1 TW I N I D_0898GA_09_TF >faonn „ r �.,�. 28"CHANNELIZING ninon DEVICE ~� FLAGGER TWIN FALLS,ID �• MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - a 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. G WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE r j CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION , FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES o 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 I BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 7_2`5 TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT INPLACE 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. 1' J CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME �• -11 UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF " THE SAME ROAD. ,. MUST ALLOW I DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND - COLLECTOR ROADS. RIGHT LANE CLOSED THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF p _ AHEAo 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 ,/+- UTILITY {� WORK WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR AHEAD RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES C PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE ) OF THE MIDBLOCK CROSSWALK ROAD SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. __ 1000ft 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 _ ROAD WORK L=TAPER LIENGTH(FT) MIL c W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED LANE MERGE infoOtilsontech.com L Y2 L % L L % L % L L Y2 L Y3 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) 04/12/23 INITIAL SUBMISSION RNC ROAD TYPE 07/19/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/19/23 ALS L =WS2 60 100 100 100 -- -- -- ---- ---- ---- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 40 305' 267' 133' 89' 293' 1 147' 98' 320' 160' 107' :5 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 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E09 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 1 840' 420' 280' 1 1 1 FILE NAME:TWINID 0898GA 09 TF CD LEGEND ADDRESS: ® DIGune. C•U Belorc r�..Oq' TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) Fm SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER t g SIGN OD PARAWEBBING u TWINID 0898GA 09 TF 28"CHANNELIZING FLAGGER + TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: ;J 4•�M 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 _ II• CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L �1 - =S' W/60,S=SPEED,W=WIDTH 1 PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION Y••'• '�Q AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION J - ) 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. `M CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE SIDEWALK CLOSED CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL CROSS HERE 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 - t BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM s.�„• Ole ••'` p� 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 B UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF Stadium.Blvd THE SAME ROAD. __ _ B B �"•'F�; MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND �-- - StadiumB StadiumB St5blum BlV O 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 - l SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES t 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 l 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 1 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 MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com L Y2 L % L L % L % L L Y2 L Y3 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) 04/12/23 INITIAL SUBMISSION RNC ROAD TYPE 07/19/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 09/19/23 ALS 35 L =WS2 ---- ---- ---- 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- <_35 MPH 100 100 100 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 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 60 570' 600' 300' 200' 660' 1 330' 220' 720' 360' 240' SHEET E04 OF E09 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:TWINID 0898GA 09 TF CD LEGEND ADDRESS: ® DIGune. C•U Belorc r�..Oq TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 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 0898GA 09 TF 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� n p MATERIAL DESCRIPTION QTY ACTUAL NOTES: - �m FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 0 FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR m D CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L v l— =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION j. AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE • _ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION e 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... G ALL DEVICES CONFORM TO CURRENT MUTCD. •� CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ` CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE L CONSTRUCTION CAN BEGIN. _ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 4 BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN f PLACE FOR CONTINUOUS DAYS. 1 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ,,�.•7 ,' Y ✓ j 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 `�• + i y{I. • . . �' UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. ♦y aH' �. �• r _ 1`S M MUST ALLOW I V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND •�w't - 7 COLLECTOR ROADS. - r Y THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF rI ' 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 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. 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 a L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 SIDEWALK CLOSURE infoOtilsontech.com L %2 L % L L % L % L L 12 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) 04/12/23 INITIAL SUBMISSION RNC ROAD TYPE 07/19/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 09/19/23 ALS L =WS2 100 100 100 -- -- -- ---- ---- ---- 35 250' 204' 102' 60 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' :5 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 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' 1 1 1 1 FILE NAME:TWINID 0898GA 09 TF CD LEGEND ADDRESS: ® DIGune. CwU Belorc r�..Oq' TYPE II SIGN W/HIGH LEVEL EASTLAND DR / N 3100 E BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED - \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL �-- (FLASHING ARROW) Fm SHADOW UNIFORMED a '� • VEHICLE TRAFFIC OFFICER " ` 1 SIGN OD PARAWEBBING • •�"""'�� •�' •� � �� y1►.t ��.1�Z- � �.,,� TWINID_0898GA_09_TF 28"CHANNELIZING • e " �`` '� TWIN FALLS,ID DEVICE ~� FLAGGER 1, Y, 3N3H SS0N0 MATERIAL DESCRIPTION QTY ACTUAL I NOTES: t - " 03SO10 Nlvm301S 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 - •�Y ,fir =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION - w AND ACCESS RADII. _ •V _ WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE �•l! �� +- '� CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION jr t ' •�' - FOR ALL SPEEDS. 1 - - 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. 'T CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ` . r- CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. } +4 • _ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 1 TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN i - •� PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL its 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. q '� CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME A f UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. MUST ALLOW I DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND � �t;w 1�_�, L• � ' ,y� rf, 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 _ 1�•/ 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 -A' f SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. _ + y• "�" • I r 7 _ m L TAPER LENGTHS CALCULATED BY FORMULA N 0t �•s m D FROM IMUTCD TABLE 6H-4. �� az o r 40 M.P.H. OR LESS: L=WS2 /60 • r 40 M.PH. OR MORE: L=WS , L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 N POSTED BUFFER ZONE 10' OFFSET 1 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED SIDEWALK CLOSURE infoOtilsontech.com L Y2 L % L L % L % L L Y2 L Y3 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) 04/12/23 INITIAL SUBMISSION RNc ROAD TYPE 07/19/23 REV 1 NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 09/19/23 ALS L =WS2 ---- ---- --- 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' 1 147' 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 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09 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' 28' 1 1 1 FILE NAME:TWINID 0898GA 09 TF CD 2 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME DIGU , Dig Line,Inc. 811 or 800-342-1SBS F!qu re 6H-11 . LIA 174 C,I0,,�ll l-k� 011 r1 Tvv o-L.dri� R Oi'ld v.,ith Lo,.v Tr'Ifin- Vc)lu inc,-, (TA-11 i T I ND ]Aa 4a� L TWINID-0898GA_09_TFR WORKQ4fdk 1 TWIN FALLS,ID �+ ,opli cnal; MATERIAL DESCRIPTION QTY ACTUAL ioptional) - t ,,optional) H e WHY — - - - - - - - + arse i -I D R (opt 311 f �.spaca (optional) I 0 Buffer space (optional;i 50to00R Nate:Sea Tables 61-1-2 and 6H for the meaning of the —Li 5 ft { symbols and,-'or letter + TO codes used in this figurs. aNC0wlNG A -TRAFF$- 4 tonal! � &Section SB-1-6 L50 ��. B (optional) � .. T: (207) 591-6427 F: (207) 772-3427 ML fl HE LANE info®tiisontech.com mans 4 AHFAO REVISIONS �optlonal) DATE DESCRIPTION INITIAL 04/12/23 INITIAL SUBMISSION RNC or � 0/19/23 REV 1 NV 09/19/23 ALS xx - (optional) SCALE SIZE B SHEET: NTS ROAD MORK SIZE D SHEET: NTS AHEM] SHEET E05 OF E09 FILE NAME:TWINID 0898GA 09 TF CD 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME DIGU , Dig Line,Inc. Figure 6H-31 , Lane CIOSUres on a Street With Uneven B11 or 800-342-1SBS Directir tm] Volumes (TA-31) <g> TWINID_0898GA_09_TF t TWIN FALLS,ID 4 t t MATERIAL DESCRIPTION QTY ACTUAL or L ae� Buffer space {aptianal} I 1w2 L N 1 Tempxa•y solid_ ` whiia lara lira � < Buffer space 0 -anal) 40k�' I 'S =speed in mph 1, L TIL50v. Or ' T: (207)591-6427 F: (207) 772-3427 1 tnPoOtilsontech.com I REVISIONS DATE DESCRIPTION INITIAL C 04/12/23 INITIAL SUBMISSION RNC _ See Tables 6H-2 and I 07/19/23 REV 1 NV SH-3 for the meaning #I 09/19/23 AILS 4f the symbols and.'or --- - letter codas used it ROAD this figure. -_ WaRK -- - -- A,HEAR SCALE Typical Application 31 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET E06 OF E09 FILE NAME:TWINID 0898GA 09 TF CD HALF-ROAD CLOSURE MULTI-LANE Diaune. Dig Line,Inc. Figure 6H-32, Half Road Closure on a Multi-Lane. a» or 800-342-1SBS High-Sp d Highway (TA-32) T W I N I D_0898GA_09_TF MHV TWIN FALLS,ID M*M CY" MATERIAL DESCRIPTION QTY ACTUAL C T t L • TarrnpDrary white BLff€�r space $dga Fine (opt ilOrl l� 1.2 L MIN. M/ Te mpclrary s - - t - 1±2 _ MIS. < > yellow line. } Mxx MPH r P t f 4 1 T ` ._ � TILSOv. i ± Or .. 4_ t - - _-� T: (207)591-6427 F: (207) 772-3427 tnfoOtilsontech.com t REVISIONS DATE DESCRIPTION INITIAL } 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV 09/19/23 ---- ALS Note: �a Tablas 6H-2 and 6 - --for the mearirg Y tha � � � � symbols and/u r lett2 r -- - -- codes used it thi.a fig u�2. SCALE SIZE B SHEET: NTS Typical ApplIcatlon 32 SIZE D SHEET: NTS SHEET E07 OF E09 FILE NAME:TWINID 0898GA 09 TF CD WORK ON PARKING LANE Diaune. Dig Line,Inc. Figure 6H-32, Half Road Closure on a Multi-Lane. a» or 800-342-1SBS High-Sp d Highway (TA-32) T W I N I D_0898GA_09_TF MHV TWIN FALLS,ID M*M .3y" MATERIAL DESCRIPTION QTY ACTUAL / C T t L • Tomparary white BLff€�r space $dga Fine (opt ilOrl l� 1.2 L MIN. M/ Te mpclrary s - - t - 1±2 _ MIS. < > yellow line. } Mxx MPH r P t f 4-WA WJ 1 T ` ._ � TILSOv. i ± Or .. 4_ t - - _-� T: (207)591-6427 F: (207) 772-3427 tnfoOtilsontech.com t REVISIONS DATE DESCRIPTION INITIAL } 04/12/23 INITIAL SUBMISSION RNC 07/19/23 REV 1 NV 09/19/23 ---- AILS �a Tablas 6H-2 and 6 - --for the mearirg Y tha � � � � symbols and/u r lett2 r -- - -- codes used it thi.a fig u�2. SCALE SIZE B SHEET: NTS Typical ApplIcatlon 32 SIZE D SHEET: NTS SHEET E08 OF E09 FILE NAME:TWINID 0898GA 09 TF CD SIDEWALK CLOSURE DIGU , Dig Line,Inc. B11 or 800-342-1SBS Figure 61-1-29. Crosswalk Closures and Pedestrian MOWS (TA-29) {oFticnaf; TWINID 0898GA 09 TF dust r*I GC # TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL — L-J r_3 T + MIA-''.� c t T _ Temporary 4 I marking for � crosswalk lines 1 crass-hatching optional) 4P 4;3 z J m d6 SIDEWALK � Q O t =-- CLOSED i 515EN4LK CLOSED --- WAD � I �R9SS HERE Notig:Far long-berm a�tionaFy T I L S ON work,the dbLliAo yeliow On a Mission center lire BfldirQr T- (207)591-6427 F- (207)772-3427 larwe llnas should he InPoOtIsontech.com removed between the AD crosIswalk lbws. REVISIONS DATE DESCRIPTION INITIAL REV I NV AHEAD /23 Sea Tables 6H-2 and fiH-3 04/12/23 INITIAL SUBMISSION N ! G!7 for the meaning of the 09/19/23 ---- AILS 1 synnbads and-'of letter codas used in this figure_ - — SCALE Typical Applicatlon 29 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET E09 OF E09 FILE NAME:TWINID 0898GA 09 TF CD