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HomeMy WebLinkAboutTWINID_0898DA_02_TCP_REV0 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898DA 02 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � • . Line,Inc. STREET NAME ARTERIAL/ COLLECTOR 811 or 800-342-1585 CONTRACTOR CAN OF FALLS, ID MANUAL OR . OF • R WORK ON • TWINID-0898DA-02 DESCRIPTIONTWIN FALLS,ID MATERIAL QTY ACTUAL dwell Are W �� ewe vt?w—-- • A 8- x r js 1 ■ - tin Ave - vijEr Ave 1ni t_ /�T�n�S r + I rt ` - s TILSON Barry Pari _ " f iseman A -y •r . -tip z _IpU�hek Ave ,gym `� ru la � e , d1 r♦ St Be .yv FILE NAME:TDS • 0898DA02 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE FILER AVE W PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Of 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS • f WORK TRUCK ARROW PANEL a ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING % "'•' _ -- 28"CHANNELIZING TWINID 0898DA 02 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 FF.SPACING FOR INTERSECTION _ r AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE F- Q CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION J O W FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES Q 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 rr •wf•.. CONSTRUCTION CAN BEGIN. ..,� - - L ---- •�_ ••- RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ IL 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. fi 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 • - - - 816r Ave PLACE FOR CONTINUOUS DAYS. - •- .Y�• - -- CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME -f _ • • - /` v+'-�s UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF -�. .'` fA� �..y�` - - 1`' •i `1 • , 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 =�i , - � - y� ��� f�• � RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND D 70 J UTILITY SIGTHE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD -� • WORK SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _ • µ AHEAD ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). .i '✓ - • - •� WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR r .. - •••''^'• •• ti/ - e w _ RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL r '����••••I_+r. 1 _ INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES • . {r... - •, PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - �� • - - �. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE P - OFTHEMIDBLOCKCROSSWALK - _ - - _ "• �}f ` ! [y�r SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 1 - - f' [y•• - - _ :Ri+'µ�`�•, �. ` Cat[ _ , TAPER LENGTHS CALCULATED BY FORMULA _r ti., . ; r • .'• FROM IMUTCD TABLE 6H-4. r t� ~ 40 M.P.H. OR LESS: L=WS2 /60 4• y�l`?� Y 40 M.PH. OR MORE: L=WS ;• 4 _L ,�:1,, :,:r L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT f -a: MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED LANE SHIFT lnfoOtilsontech.com L %2 L V3 L L %2 L V3 L L %2 L V 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' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 08/25/23 INITIAL SUBMISSION NV L =WS2 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 250' 204' 102' 68' 225' 112' 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: NITS 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' 1 280' FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FILER AVE W &;fw&;ro ar 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 (FLASHING ARROW) SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICER t - g SIGN ==C=M PARAWEBBING +� �. T W I N I D_0898DA_02 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. s FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR 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 f „Y. • �, } CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - v + F•• Y O FOR ALL SPEEDS. ]O W CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL . �♦ Q FIELD CONDITIONS,ETC... ^ ` ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. .s-j:w CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. a 4 A 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 - -rT -- - -- -- - -C 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. ti- MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND - \ COLLECTOR ROADS. -N, •4C.+ +,�. - THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. D C C . N THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. D F.. .,.��y S�, 'b !•. •�• •,:��1��, 1 ' , /e. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD O -{ « 1�1 •• i••�.• SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES '� - �• ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). - ��• `_ '�� -" , :- ! �•A _ WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL _ INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES UTILITY • _ PRESENT IN THE EXISTING PEDESTRIAN FACILITY. . . - WORK •`♦�ti , 1 , ,�'" CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE • .f - F OF THE MIDBLOCK CROSSWALK �, AHEAD SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME.. K J1.= of �I.♦uf • 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 � Jlli► ' L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT I L - 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 SHIFT 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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 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' 28' 1 1 1 FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL ,n, BARRICADE WARNING DEVICE FILER AVE W PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Of 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS r► WORK TRUCK ® ARROW PANEL r (FLASHING ARROW) ,. of± " SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING >`. ' • ''• s � T , TWINID 0898DA 02 28"CHANNELIZIN ~ FLAGGER ` TWIN FALLS ID DEVICE � 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-I W OR •70 • �` - CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH ,' • '•�' �. �' Q PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION - r O w AND ACCESS RADII. - ♦ j 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. -- CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE w �� CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLBE 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. i,; 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 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. ,) r+ THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF Ir RESTRICTION THE FIRST SIGN. •'�"•�-d�" THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND z � � SIGNS. jo SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE S GN SERIES n THE C DIMENSION I DISTANCE SECOND THIRD - • • v '•�A ���r• - 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 Y �. INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. urrLrrY CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE , OF THE MIDBLOCK CROSSWALK WORK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. AHEAD j 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 LIMIT i MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED LANE SHIFT lnfoOtilsontech.com L %2 L V3 L L %2 L V3 L L %2 L V 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' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 08/25/23 INITIAL SUBMISSION NV L =WS2 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' 1 A B C 35 250' 204' 102' 68' 225' 112' 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: NITS 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' 280' FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FILER AVE W &;fw&.•w ar BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS _ WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMEDFm VEHICLE TRAFFIC OFFICER • tiAL,r . g SIGN OD PARAWEBBING =� �� • ` -'L" er r? w TWINID_0898DA_02 28"CHANNELIZING •,r. DEVICElow FLAGGER •+ ;:� ��P 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 •� 1'`• �'� 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 • I_ Y 4 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL Ob Q FIELD CONDITIONS,ETC... , _ _ z ALL DEVICES CONFORM TO CURRENT MUTCD. . Nb0M ' Q CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE L_ _ ��f�J•�� _ ` 1 CONSTRUCTION CAN BEGIN. - - -- RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM t, _ 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 Jr , _ _ - •` RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND l • slcvs. �'' '�S -«;.C4, ' r '�+y UTILITY 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"'L WORK ENCOUNTERED BY DRIVER APPROACHING A TTC ZONE). RI AHEAD 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 FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 �- 40 M.PH. OR MORE: L=WS ` t L=TAPER LIENGTH(FT) ON W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT L 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 SHIFT 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C 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' <_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' 1 275' 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' 1 257 840' 420' 280' 1 1 1 FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL rn, BARRICADE WARNING DEVICE FILER AVE W 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 VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING ,;',� . i� •�: '�' . 28"CHANNELIZIN TWINID 0898DA 02 � DEVICE ■ FLAGGER l R * • TWIN FALLS ID r r f rIle MATERIAL DESCRIPTION QTY ACTUAL NOTES: ` [ 1 w 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"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L _ -.�. • • J. r �• =SC TRAFFIC S=SPEED,W=WIDTH :. r ,f - Q TRA PLACE FFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION >, � _ AND ACCESS RADII. O Lu WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 0 •?_•fi L CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION Q FOR ALL SPEED$. � � •�1 •i.•• ''.� ..•r� �'r � CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ' ya , ' Yba by •;`'•� ,'�• '� - REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - ` 4 r�. r �• FIELD CONDITIONS,ETC... ';" mow.• ,w J ` top, • ~ ALL DEVICES CONFORM TO CURRENT MUTCD. _ •' CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. �'�- - �.. ��'� — •-r....�� ,� CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE _ ` '-NO - CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL !•l�7•l{,I'T ^�•? 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 x7r THE SAME ROAD. T� MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 4 �S, .};yam-.'—•"--' - - -- 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 n P" 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. 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 L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED LANE SHIFT lnfoOtilsontech.com L %2 L V3 L L %2 L V3 L L %2 L V 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) 08/25/23 INITIAL SUBMISSION NV ROAD TYPE L =WS2 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 250' 204' 102' 68' 225' 112' 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: NITS 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 1 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' FI LE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FILER AVE W &;fw&;ro ar BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL " (FLASHING ARROW) Fm SHADOW UNIFORMED . 'r ■ VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING ; . TWINID_0898DA_02 28"CHANNELIZING - TWIN FALLS,ID FLAGGER 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 f— _ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - Q 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 k9.e _ PLACE FOR CONTINUOUS DAYS.RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL Vnyz 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. w� - S� 1 � 1 • � THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF l RESTRICTION TO THE FIRST SIGN. ' a r'� •7 _ THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND = j SIGNS. m O THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD D ZJ ' �,• SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES - ENCOUNTEREDBYA DRIVER APPROACHING A TTC ZONE). Q 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 - FROM IMUTCD TABLE 6H-4. _ �1 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 L L L L L %2 % % % 1 LANE SHIFT infoOtilsontech.com 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' 1 248' 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' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FILER AVE W &;fw&;ro ar 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 (FLASHING ARROW) SHADOW UNIFORMEDFm - VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING • + "1', 411gi'ibf 4 TWINID_0898DA_02 28"CHANNELIZING •�•� ! mom DEVICE FLAGGER r• ,� * Alililfl •�1 •, 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', 45 VALUE FOR W=10'OR "L" •` I Q CALCULATE USING FORMULA,FOR SPEEDS ,_45:L=W5,SPEEDS<45:L � �-� ►� - � Ix =S' W/60,S SPEED,W=WIDTH Q= PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION • ANDACCESS RADII.WHEN ,i.. ss...�•■1„ . Q 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 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL Z - 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 s _ �•. 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 LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN w 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). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 0 T ' RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 1� PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK ' �` ` F , • �_ �` 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 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 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 LANE SHIFT 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C 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' <_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' 1 275' 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 E03F 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' 1 257 840' 420' 280' FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE FILER AVE W 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 to-. +, '� + • ' (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER SIGN Oa PARAWEBBING �• TWINID 0898DA 02 28"CHANNELIZING ...� �■ FLAGGER J _v * TWIN FALLS ID DEVICE - s t 1• z 0 Lu MATERIAL DESCRIPTION QTY ACTUAL NOTES: °t' W • FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - ` Q N } Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR i V) f•- y a CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L �-� =S�W/60,S-SPEED,W=WIDTH '4�• Ob3Hb Y J -..I O Lu PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION W NaOM V _ 2 AND ACCESS RADII. • �"^' •+ f l . m Q WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE • Ali 1�Ln I_'• CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - '1 - •- 4 FOR ALL SPEEDS. �� ' ►�. - CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES ��'��'� rti "'3 •' 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 t 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 4 THE SAME ROAD. 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 _ RESTRICTION TO THE FIRST SIGN. f• ••'" , •y THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND , _ ` f•`'�f ,� SIGNS. H� y, •y, THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD • .r • -• `"• + �I �'•'�• F ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). m SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES Q • ` }• :+~� , 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 O —{ 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. I 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS r L=TAPER LF-NGTH(FT) �'�' r f • •, W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT ' �' l •� MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED LANE SHIFT lnfoOtilsontech.com L %2 L V3 L L %2 L V3 L L %2 L V 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 ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 08/25/23 INITIAL SUBMISSION Nv L =WS2 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 35 250' 204' 102' 68' 225' 112' 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: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 1 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03G OF E09 65 645' 650' 1 325' 1 217' 715' 358' 1 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 1 730' 700' 1 350' 1 233' 770' 385' 257' 1 840' 420' 280' FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FILER AVE W &;fw&• w ar BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED _ \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL �� t ® (FLASHING ARROW) y . ' + SHADOW UNIFORMEDFm - r VEHICLE TRAFFIC OFFICER .9. SIGN OD PARAWEBBING r TWINID_0898DA_02 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� I.IJ Z 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 USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L won =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION V Q 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 Orr- FIELD CONDITIONS,ETC... 1 ALL DEVICES CONFORM TO CURRENT MUTCD. IrA 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 Ave TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN F } PLACE FOR CONTINUOUS DAYS. - 14�b kV 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 INmm" �•' 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 e e `� • r • ' COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF • �• �. •' i V� RESTRICTION TO THE FIRST SIGN. . � l',-• ' THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND r SIGNS. •1Y - _ ' THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES D C: • N� . i _ ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). m O �+ 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. w - CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK 9 �" SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. — + • ` `TAPER LENGTHS CALCULATED BY FORMULA �. �' _- „•_� 1 ` � •+� FROM IMUTCD TABLE 6H-4. +r J� . 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 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 LANE SHIFT 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' ROAD TYPE DISTANCE BETWEEN SIGNS(FEET) 08/25/23 INITIAL SUBMISSION NV L =WS2 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C 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' 330' 220' 720' 360' 240' SHEET E03H 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' I I I [FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE FILER AVE W PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Of 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS r�A WORK TRUCK ARROW PANEL ® (FLASHING ARROW) r SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING ' �• 28"CHANNELIZIN * Q'd3H TWINID 0898DA 02 b' DEVICE 0--■ FLAGGER NHOM TWIN FALLS ID > _ Allllln MATERIAL DESCRIPTION QTY ACTUAL NOTES: - _ �.- FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - •: W FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR __ 4, ME '• CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L f i .'- K Q LIJ =S�W/60,S-SPEED,W=WIDTH • (/� } PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION ' - _-• .'• i J Q H• Y AND ACCESS RADII. s • * '.'�• . V W WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE Y Q CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION m. Q FOR ALL SPEEDS. j � •�-� r 5 •► CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES A' • •••_ + - •+ ,�. REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL 1 , - �•� �, , FIELD CONDITIONS,ETC... •• w ALL DEVICES CONFORM TO CURRENT MUTCD. sr - +y -- �r '�� •,+�� CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. ` �, -•� ��1- ' �-. 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 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 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 UTILITY '�^:'�•J•- RESTRICTION TO THE FIRST SIGN. t r•• WORK THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. AHEAD THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD D . I SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN ATHREE-SIGN SERIES m O 1 ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). N4 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR d x _ RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES - r 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 L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED LANE SHIFT lnfoOtilsontech.com L %2 L V3 L L %2 L V3 L L %2 L V 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) 08/25/23 INITIAL SUBMISSION NV ROAD TYPE L =WS2 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 250' 204' 102' 68' 225' 112' 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: NITS 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 E031 OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 1 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' FI LE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE FILER AVE W PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Of 800-342-1585 /� DIRECTION ADVANCED _ \= OF TRAFFIC WARNING SIGNS Y ' WORK TRUCK ARROW PANEL r' ` ® (FLASHING ARROW) .�' •r SHADOW UNIFORMED 0V3Ht/ i VEHICLE TRAFFIC OFFICER g la�n SIGN oa PARAWEBBING •` �' •,.�? TWINID 0898DA 02 28' CHANNELIZIN FLAGGER ' •�' ' TWIN FALLS ID DEVICE ~� X ,�- • .j - r _ MATERIAL DESCRIPTION QTY ACTUAL NOTES: �, ~� M • � ' f 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"U'USING FORMULA,FOR SPEEDS> p_45:L=WS,SPEEDS<45:L -f r` J•�, - a� �- Q =S�W/60,S-SPEED,W=WIDTH 'r PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ' K , r _ t • , ,- •y t' O = AND ACCESS RADII. .6 '' -- .� ?`, •A Q WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION ••} ' FOR ALL SPEEDS. r • -- _ f-~ G 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. 45 R .• �t ` CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. - 1�- - �� • _ ri 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 a PLACE FOR CONTINUOUS DAYS. _ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL tr-•:` - •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. .'r , CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF _ y THE SAME ROAD. _ - 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 • • • r • UTILITY RESTRICTION TO THE FIRST SIGN. r�1 ♦ . 11 �} THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND r r - WORK '�:'.- '��� .0 C' "� •�',,.- SIGNS. AHEAD • THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES _ 6 ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). C - tint y ' �' •�` WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR m 0 RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL r' INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES A - .�`�► J ' PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 0 ,� T�� -► 1 . CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 1/ wt WA_ OF THE DBLOCK CROSSWALK _ SIDEWALKK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. _, `• - TAPER LENGTHS CALCULATED BY FORMULA FROM (MUTCD TABLE 6H-4. •yy-r � ►' r• d~ 40 M.P.H. OR LESS: L=WS2 /60 I 1 lr„ fir.• 40 M.PH. OR MORE: L=WS L=TAPER LF-NGTH(FT) ' ; W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT ' r• r MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED LANE SHIFT lnfoOtilsontech.com L %2 L V3 L L %2 L V3 L L %2 L V 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 1 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 35 250' 204' 102' 68' 225' 112' 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' 1 200' >: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 60 570' 600' 1 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03J OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 1 730' 700' 1 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE FILER AVE W PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Of 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS f� W ® ARROW PANEL WORK TRUCK 4 ,.� (FLASHING ARROW) , �� � ' r SHADOW UNIFORMED +•�: �' �•' ' . ' ;_A +F�� VEHICLE TRAFFIC OFFICER I• $��• `',� � %� �,1r 1 e c , ,~;� g SIGN Oa PARAWEBBING I - h'� �f TWINID 0898DA 02 28"CHANNELIZIN ti-' r ' ,r • TWIN FALLS ID DEVICE *--a FLAGGER - Vit •• Y _ MATERIAL DESCRIPTION QTY ACTUAL NOTES: ^� � __ , + f- Y FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. N •�� V + _ _ Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR l � • 'J Q LLB CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L } d I •� =SC TRAFFIC S=SPEED,W=WIDTH w Ir - � ' . Qd3Nb +�'••�,� Q �•r J PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION ti•� ti V AND ACCESS RADII. _ ' { I,„ 71``,,�OfYL 11� WHEN NECESSARY,SIGN PACING MAY BE ADJUSTED TO FIT SITE • • `� `r •'` I +• r CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. n _ .. . . ' • . �l���ll l d� CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES `_ _ _ REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ' '' 1 • - FIELD CONDITIONS,ETC... _ .;� +' �"' 60 ALL DEVICES CONFORM TO CURRENT MUTCD. - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE ,� s CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ON - 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 WILLBE V{ -• TRAFFIC CON WEEKDAYS,BETWEEN 3:OOPM {'- ^ • 9 TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN •� LJ-Lj�/✓`\1iT1T`ll 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 �� 1 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 D C C: ' ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). /� = C • - mo WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR D M' 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 " r 40 M.PH. OR MORE: L=WS L=TAPER LF-NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT `•' 1 �' • MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE lnfoOtilsontech.com L %2 L V3 L L %2 L V3 L L %2 L V 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' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 08/25/23 INITIAL SUBMISSION NV L =WS2 30 200' 150' 1 75' 50' 165' 1 83' 55' 180' 1 90' 60' A B C 35 250' 204' 102' 68' 225' 112' 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' 1>: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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240, SHEET E03K OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 359 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE FILER AVE W 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 f ® (FLASHING ARROW) N SHADOW UNIFORMED • = ti S VEHICLE TRAFFIC OFFICER r`;f!• • •1 g SIGN 0==C=PARAWEBBING a TWINID 0898DA 02 28"CHANNELIZIN VICE ~� FLAGGER "� TWIN FALLS ID DE r MATERIAL DESCRIPTION QTY ACTUAL NOTES: - '�•f +, • r •"t FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 1 Y Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR J •1e ("• CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - w=S�W/60,S-SPEED,W=WIDTH �� - Q t PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION '� 1 - F" x Y. AND ACCESS RADII. _ r f ^� a WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITEi•. M CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �y -� _ • • FOR ALL SPEEDS. + CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES �w . •~ ,• JAR �`' •• r -�� r, REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... w • __ +► ALL DEVICES CONFORM TO CURRENT MUTCD. • - - +r/�,�• _ 40 �- CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. .._, �� • ? - �+�•+ �y��_ • I CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE "' - - •�ff _ '" K_• JL` `-3i j •f CONSTRUCTION CAN BEGIN. •r~ -'fir �- RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILLZ.iYl.l BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM L^^��''fS iAl -•`w/�,r�pyy� �'+ ,•• 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 - ,/1.1�/•1�r,�/ PLACE FOR CONTINUOUS DAYS. CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME 1^ 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 S A COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF 11 RESTRICTION TO THE FIRST SIGN. • f THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND _ SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD j SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES D C: ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). T O -4 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR rn RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL .. > f INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 1 J 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. 1 TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. �'• f 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) Z '� W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE lnfoOtilsont•ch.com L %2 L V3 L L %2 L V3 L L %2 L V 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) 08/25/23 INITIAL SUBMISSION NV ROAD TYPE L =WS2 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 35 250' 204' 102' 68' 225' 112' 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: NITS 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 E03L 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' 1 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FILER AVE W &;fw&.ro ar BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING ` 4w TWINID_0898DA_02 28"CHANNELIZING FLAGGER �' •1 �r r { ►; TWIN FALLS,ID DEVICE MATERIAL DESCRIPTION QTY ACTUAL NOTES: c • , ' J x - 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 J w CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L . Q =S' W/60,S=SPEED,W=WIDTH , PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION - !L M Q 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. y�u ��_- CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE �'t4 --.. «< ~ 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 JCIsLjL�t'�}-J, [vs-i BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM P'm , TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. ,•1 - ap CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME i 1' UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. 1 r 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 0 RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND ` SIGNS. V 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 m O r' '� �a ) • `�' 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 • •i OF THE MIDBLOCK CROSSWALK 1 • A SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 1► _ TAPER LENGTHS CALCULATED BY FORMULA Sr ` FROM IMUTCD TABLE 6H-4. so _ 40 M.P.H. OR LESS: L=WS2 /60 `�- 40 M.PH. OR MORE: L=WS r,• ti 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 l' 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' 1 248' 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 E03M 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:TDS TWINID 0898DA 02 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL -n, BARRICADE WARNING DEVICE FILER AVE W PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED r r • , VEHICLE TRAFFIC OFFICER ,- .• , SIGN Oa PARAWEBBING `� . f 28"CHANNELIZIN i- 'i - •2�•} TWINID 0898DA 02 DEVICE �■ FLAGGER T ,_,� Q TWIN FALLS ID uj MATERIAL DESCRIPTION QTY ACTUAL NOTES: .,• - QV3HV a FOR LANE CLOSUES •: ti FOR SHOULDER CLOSUR RW RE W<U10',USE"LU VALUE OR1 SHOULDERSE W-I W OR 1N�?� 1 I CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L n r •L O''• r =S�W/60,S-SPEED,W=WIDTH ."++�.• V �l I 1 A 1 PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION u• -• 1 ' AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE mew 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 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 OFF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND • � 4 r� • i SIGNS. _ • ti 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). • • • •' N ♦ • IL ' • WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR '�'�,` RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES _ D ♦ ►A • / ,�� PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 17 i� O AAA" • `�-` ' CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 1 9J�G 1� OF THE MIDBLOCK CROSSWALK D r ♦ �+^ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. O T • �'•+• 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 L1=NGTH(FT) _ W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 1 �' '!� • ;'�� I MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE lnfoOtilsontech.com L %2 L V3 L L %2 L V3 L L %2 L V 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) 08/25/23 INITIAL SUBMISSION NV ROAD TYPE L =WS2 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 35 250' 204' 102' 68' 225' 112' 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: NITS 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 E03N OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 1 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' FI LE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE FILER AVE W PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 Of 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS _ ARROW PANEL • p WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING fy•'l• � � � � TWINID 0898DA 02 28"CHANNELIZIN FLAGGER " ( TWIN FALLS ID DEVICE ~� • �•� _ ,�;1 � - MATERIAL DESCRIPTION QTY ACTUAL NOTES: • ! ��/ /• FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. M `• • ! r FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR _ L. CALCULATE"U'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 Qd3HV • ~• - . Q AND ACCESS RADII. �� �•• WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE QM - .t "'1 O W CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION �lllZll FOR ALL SPEEDS. r r . '�♦ Q 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. T CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE • s j - s-: 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. (n 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 b 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 I , SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). D + C 0 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR m O O m a - RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES —I r PRESENT IN THE EXISTING PEDESTRIAN FACILITY. 0 m �- CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK 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 __ 40 M.PH. OR MORE: L=WS _ - • L-TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED LANE SHIFT lnfoOtilsontech.com L %2 L V3 L L %2 L V3 L L %2 L V 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) 08/25/23 INITIAL SUBMISSION NV ROAD TYPE L =WS2 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' A B C 35 250' 204' 102' 68' 225' 112' 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 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 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E030 OF E09 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 1 730' 700' 350' 233' 1 770' 385' 257' 840' 420' 280' FI LE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL .n, BARRICADE WARNING DEVICE FILER AVE W 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) •r, • ;�r '' SHADOW UNIFORMED •.` VEHICLE TRAFFIC OFFICER r. � , i g SIGN oa PARAWEBBING 1 '� TWINID 0898DA 02 28"CHANNELIZIN FLAGGER r. I ,i " Y TWIN FALLS ID DEVICE ~� r. ••Y•• ;.1 • ., R 0: Q �i �• l•, ' • LLI= MATERIAL DESCRIPTION QTY ACTUAL NOTES: !• y ,.,�� +�r FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - •'''r . +. `' Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR I / CALCULATE"U'USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L y , =SC TRAFFIC S=SPEED,W=WIDTH TRA i' r ` •,r �' PLACE FFIC 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 = - REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL • ` FIELD CONDITIONS,ETC... --- ~ -i 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 A 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 •��• 1 • _ _ UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ♦ ,THE SAME ROAD. • i r • f MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. ' t 1, THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF • ,, '•yI +, k r RESTRICTION TO THE FIRST SIGN. jr f • THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. 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 - ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). • , ` T 1 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR � � _W i• 1, .t • • RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL T �►•• INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES C �• ^ .4 J PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ _ • O m CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK m r r 1 r SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. OD T v D TAPER LENGTHS CALCULATED BY FORMULA Z r m . FROM IMUTCD TABLE 6H-4. •M :. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) _ ^ _ '� r Ir • W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT • _ ��� �! r ! r.ti: `i 1 �• MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L S O N BUFFER ZONE On a Mission POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SPEED POSTED SPEED SHOULDER CLOSURE lnfoOtilsontech.com L %2 L V3 L L %2 L V3 L L %2 L V 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) 08/25/23 INITIAL SUBMISSION NV ROAD TYPE L =WS2 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 1 60' A B C 35 250' 204' 102' 68' 225' 112' 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: NITS 55 L _ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS 60 570' 600' 1 300' 200' 660' 330' 220' 720' 360' 240, SHEET E03P OF E09 65 645' 650' 1 325' 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 0898DA 02 LEGEND ADDRESS: ® MUM TYPE II SIGN W/HIGH LEVEL MARTIN ST &;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 WORK TRUCK ® ARROW PANEL (FLASHING ARROW) 1 Q Fm SHADOW UNIFORMED ? Q VEHICLE TRAFFIC OFFICER I g SIGN OD PARAWEBBING TWINID_0898DA_02 28"CHANNELIZING DEVICE FLAGGER =� TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES t 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 Filer Ave W =S' W/60,S=SPEED,W=WIDTH FilerAve 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 `„ye 1 •' 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... ayr�t ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. _ r CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE RI r _ �'�'�' �• •w• JC 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 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 o RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATUREScap PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK _ s SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. r _ UTILITY woRx 40 M.P.H. OR LESS: L=WS2 /60 AHEAD 40 M.PH. OR MORE: L=WS L=TAPER LI=NGTH(FT) - ow 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 1 SHOULDER 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90' 60' ROAD TYPE A B C 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' <-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' 1 275' 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 E03Q 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' 1 257 840' 420' 280' 1 1 1 1 FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL MARTIN ST &;fw&c BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS Aa WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING 28"CHANNELIZING 0tl3HV TWINID_0898DA_02 DEVICE FLAGGER NaoM TWIN FALLS,ID Alnun 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 - 2 =S' W/60,S=SPEED,W=WIDTH -, • ,, PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION •t. - 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 4 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL �1 � �` •• 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 f 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. 1 x, ! 44 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. _ ,ems 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 r1 INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. UTILITY CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE woRK OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. AHEAO 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 ,R 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 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' :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 E03R 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:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL MARTIN ST &;fw&c BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED t \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED m VEHICLE TRAFFIC OFFICER 1 '� g SIGN OD PARAWEBBING . �•�. TWINID_0898DA_02 28"CHANNELIZING DEVICE FLAGGER TWIN FALLS,ID )GvamvIAM~� wm rY MATERIAL DESCRIPTION QTY ACTUAL H NOTES: AJJ'ILLn 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 1 PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE r CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. •y , 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. ri 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. 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 UTILITY SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. WORK TAPER LENGTHS CALCULATED BY FORMULA AHEAD 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 l' 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' 330' 220' 720' 360' 240' SHEET E03S 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' 1 385' 257 840' 420' 280' 1 1 1 FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL MARTIN ST &;fw&c BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 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 0898DA 02 28"CHANNELIZING FLAGGER OV3Hv TWIN FALLS,ID DEVICE ~� N?Aom Alnun 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 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 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 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 t ' COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF ' S RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND j 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. r, y1 UTILITY CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE WORK OF THE MIDBLOCK CROSSWALK AHEAD SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA •.+*�— r FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS I 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 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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 E03T 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:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL MARTIN ST &;fw&c BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 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_0898DA_02 28"CHANNELIZING DEVICE FLAGGER �V3FIV TWIN FALLS,ID T'.A>RIOM or 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 • X. ' AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE r 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. p, 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 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 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 ,y PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE UTILITY OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. WORK AHEAD 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 _ ,rah , 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 l' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED 1 SHOULDER 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C L =WS2 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): 60 100 100 100 40 305' 267' 1 133' 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 E03U OF E09 65 645' 650' 325' 1 217' 1 715' 358' 1 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 1 233' 1 770' 385' 1 257 840' 420' 280' FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® MUM TYPE II SIGN W/HIGH LEVEL MARTIN ST &;fw&c BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS ARROW PANEL o WORK TRUCK ® (FLASHING ARROW) 13 SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER elk- - it g SIGN OD PARAWEBBING �f1D , TWINID 0898DA 02 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~ Fihi-r-Ave w Filer Ave� 'G "� 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. mr a- WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS 7. 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. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. v 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 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 • a 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 Jon 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 Cj 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. at 0� TAPER LENGTHS CALCULATED BY FORMULA ' FROM IMUTCD TABLE 6H-4. -�-, ' 40 M.P.H. OR LESS: L=WS2 /60 'fi 40 M.PH. OR MORE: L=WS UTILITY wolzK 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 1' OFFSET 12' OFFSET POSTED SPEED FOR T. (207) 591-6427 F: (207) 772-3427 SPEED POSTED SPEED L L % % % 1 LANE SHIFT 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' 330' 220' 720' 360' 240' SHEET E03V 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' 1 385' 257 840' 420' 280' 1 1 1 FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL MARTIN ST &;fw .• BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED ti , \= OF TRAFFIC WARNING SIGNS ARROW PANEL _ WORK TRUCK ® (FLASHING ARROW) OV3Hb' SHADOW UNIFORMED N80m Fm VEHICLE TRAFFIC OFFICER Alr7an SIGN OD PARAWEBBING ✓� T W I N I D_0898DA_02 28"CHANNELIZING �,, DEVICE FLAGGER : � ;) TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: �'' FOR LANE CLOSURES WHERE W< W,USE U VALUE FOR W=10'. { �, FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR r 1 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L .r =S' W/60,S=SPEED,W=WIDTH - - PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION l 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 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. 9 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. 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 DRIVER APPROACHING A TTC ZONE). . WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR 4 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. t 40 M.P.H. OR LESS: L=WS2 /60 UTILITY 40 M.PH. OR MORE: L=WS WORK L=TAPER LIENGTH(FT) S AHEAD 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 SHIFT 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' :5 35 MPH 45 360' 450' 225' 150' 495' 1 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 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 E03W OF E09 65 645' 650' 325' 1 217' 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' 1 1 1 FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL MARTIN ST &;fw&c BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ® ARROW PANEL Qy3Htl (FLASHING ARROW) Xwom SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING TWINID 0898DA 02 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� 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 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• "� i AND ACCESS RADII. �••� "^� F WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE , �- • '�� ' CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION - FOR ALL SPEEDS. •�'r �R`- - 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 f 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. 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. 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 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 SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ` ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). i 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. rBorah 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 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 LANE SHIFT 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' :5 35 MPH 45 360' 450' 225' 150' 495' 1 248' 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 E03X 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' 1 1 1 FILE NAME:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FILER AVE W cn ��«•1,.,, 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) 1* AL Fm SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER _ g SIGN OD PARAWEBBING 1 � T W I N I D_0898DA_02 28"CHANNELIZING �■ FLAGGER " `f'� 1 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. �f WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE s CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION _ r 0 • FOR ALL SPEEDS. M O m . 1� CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES r REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL • m D I i �• FIELD CONDITIONS,ETC... v r ±CCCE,.M ALL DEVICES CONFORM TO CURRENT MUTCD. • CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE -• S CONSTRUCTION CAN BEGIN. SIDEWALK RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ CLOSED 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. • - LqJ 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 '' r •- t~` 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 , COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. r• •��+-�1.J�y r •THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND I /.4•=•Y� � 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). AL 4 •• _ • S _ a -Y; WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •• '~��" - I-�•.•►�, . _ - 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 - = f ,-. ;•� ••j.,! 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. IL' 40 M.P.H. OR LESS: L=WS2 /60 .y „�i•' ��,,,, F • 40 M.PH. OR MORE: L=WS " ''� �• .*"a^ ♦ �� {�; �' . 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 IN 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' :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 E04 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:TDS TWINID 0898DA 02 LEGEND ADDRESS: ® DOUffl- TYPE II SIGN W/HIGH LEVEL FILER AVE W &f &;ro ap BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 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 t TWINID 0898DA 02 28"CHANNELIZING FLAGGER 1% AN, 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 , * - • �`•: • i• M CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH a PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION , J in { AND ACCESS RADII. Q W WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION •,~ 1� _ �+ O T _ FOR ALL SPEEDS. SIDEWALK 0 _J CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL a�a �a CLOSED y V FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. V `a♦ CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - „�•,r•� CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE -•j'. CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •• 1 BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM t TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • � ~� PLACE FOR CONTINUOUS DAYS. J 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 ""w { COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r_J RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. yl . •.3 (7� ,1/• • � ,,,. �Aa THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD y ti .•1��L ♦ � y.' -- SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES •� � �'•' 1' '� •• *, `` �"' • ���• ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). • R yL• J M r a ( Ii • 7 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �►,,r., RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL • 1 Y rri-�'� INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. •'�• +ice d,w r v7}��V CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE �' �•'•f'j�.�j/�Tl va - �1 - - 1f,1�`� OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. •a ~ `• t J � .0A TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. , ��• . , 40 M.P.H. OR LESS: L=WS2 /60 =. 1+�. f , fit.' 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) el, 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 L L % % % 1 SIDEWALK 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) 08/25/23 INITIAL SUBMISSION NV 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' ROAD TYPE A B C 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' 1 248' 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' 770' 385' 257' 840' 420' 280' FILE NAME:TDS TWINID 0898DA 02 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) 11)t1�OMl t I FOOD WORK rwINID_oa9aDA_o2 OYON 1 TWIN FALLS,ID .. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL (optional) Twr rflptional) HdW A A 'r B OY3HY avow iNYI INO 50 to 100 tt (optional) + j Buffer space !optional) i I Buffer space (optional) rle�n 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. ancowlNc 1A r�FFK (optional)- . • y (sae Section 38.16 8 (optional) , a a M T: (207) 591-6427 F: (207) 772-3427 } 1f ONF tAN1 info®tiisontech.com ROAD AHEAD REVISIONS (optional;, DATE DESCRIPTION INITIAL 3Y!'169 dYOb �1 I e, 08/25/23 INITIAL SUBMISSION NV T 7♦ ON3 46 ' {cpUor.all !optional) SCALE SIZE B SHEET: NTS ROAD WORK SIZE D SHEET: NTS AHEAD SHEET E05 OF E09 FILE NAME:TDS TWINID 0898DA 02 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME DIG' Dig Line,Inc. FIr.JUIP 6H-' 1 . L,wo -1 811 or 800-342-1585 C11tI_ I::tII:11111 1,rr:rlutll�,, +, Ta1-:; I ;I GYAH4 TWINID 0898DA 02 raOJ� t TWIN FALLS,ID C.I�Od Ir T t t MATERIAL DESCRIPTION QTY ACTUAL L � T (apuonafl But for space (optionah 1)2 L N N 100 ft N N f Temporary solid A while lane line I Buffer spaca N to plional) N tI N N2 L '5=speed in mph N {� TILSON I On a Mission T: (207)591-6427 F: (207)772-3427 4S ft� ; InPoOdsontech.com t +I REVISIONS "^- _I DATE DESCRIPTION INITIAL C < 08/25/23 INITIAL SUBMISSION NV Note See Tables 611-1-2 and 611-1-31or the meaning t J6 of the syn bols aandlor - + ROAD letter codes uwd In this figure. _ WORK AHEAD SCALE Typical Application 31 SIZE B SHEET: NTS SIZE D SHEET: NTS SHEET E06 OF E09 FILE NAME:TDS TWINID 0898DA 02 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 0898DA 02 TWIN FALLS,ID <*11� I t f MATERIAL DESCRIPTION QTY ACTUAL C B t xfn 'r or B or 1 T [�o - � INOIIt L Temporary white Buffer space alga Irn2 (optional) 1 1,,2 L MIN. Temporary ' 112LMIN < > yellow lirl?S y AX IMPH 1!2 L MIN. I,opbonal. I;MI •�' TILSON On a Mission T- (207)591-6427 F- (207)772-3427 '_• _� I _' r InfoOtIsontech.com 0 r1 REVISIONS DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION NV CLOSLC Nola: Sea Tables 6H-2 and 614-3 for the meaNK of the pogo symbols and+or letter WORK Codes used in this fi-gure. w1L0 SCALE SIZE B SHEET: NTS Typical Application 32 SIZE DSHEET: NTS SHEET E07 OF E09 FILE NAME:TDS TWINID 0898DA o2 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 0898DA 02 TWIN FALLS,ID tf MATERIAL DESCRIPTION QTY ACTUAL C B t xfn 'r or B T 1 T [�o - � INOIIt L t �a — Temporary white Buffer space adga Irn2 (optional) 1,,2 L MIN. Temporary ' 112LMIN yellolw lirl?S yyy _ - AX 1/2 L MIN. I,opbonal. I;MI •�' TILSON On a Mission T- (207)591-6427 F- (207)772-3427 '_• _� I _' r InfoOtIsontech.com 0 r1 REVISIONS DATE DESCRIPTION INITIAL 08/25/23 INITIAL SUBMISSION NV CLOSLC Nola: Sea Tables 6H-2 and 614-3 for the meamng of the pogo symbols and+or letter wartft Codes used in this fi-gure. w1E40 SCALE SIZE B SHEET: NTS Typical Application 32 SIZE DSHEET: NTS SHEET E08 OF E09 FILE NAME:TDS TWINID 0898DA o2 SIDEWALK CLOSURE ® DIG'- '-"`' Dig Line,Inc. 811 or 800-342-158S Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29) ` (optional) _ � � � TWINID 0898DA 02 C t J rq p� y TWIN FALLS,ID C6 < � W y MATERIAL DESCRIPTION QTY ACTUAL � a oC:) UJ or r n j T x =� o Temporary B marking for crosswalk lines (c rocs-hatching I- 4, ,y P 0 J 1M K y � n u v i SIDEWALK CLOSED i SIDEWALK GLOS'W AHEAD :R95S HERE Q Note: For long-term stationary T I L S O N work,the double yellow 0n a Mission center line ar6or T: (207)591-6427 F: (207)772-3427 lane linas ShoLdd be InfoOtnsontech.com removed between the ROAD cross walk Ilnes. REVISIONS w N(?�K DATE DESCRIPTION INITIAL AHEAD See Tables 6H-2 and 6H-3 08/25/23 INITIAL SUBMISSION NV to me meaning of the symbols andror letter codes used in this figure. SCALE Typical Application 29 SIZE BSHEET: NTS SIZE D SHEET: NTS SHEET E09 OF E09 FILE NAME:TDS TWINID 0898DA 02