Loading...
HomeMy WebLinkAboutTWINID_0898GA_04_TCP_REV0 TRAFFIC CONTROL APPENDIX DFN NAME : TWINID 0898GA 04 PROJECT NAME : TWIN FALLS , ID FTTH BUILD BUILD ORDER : CW2643931 MSAEC : CW2592350 TWIN FALLS , ID �f � ® DMLVW- Dig Line,Inc. STREET NAME ARTERIAL / COLLECTOR 811 or 800-342-1585 CONTRACTOR CAN REFERENCE CITY OF TWIN WASHINGTON ST ARTERIAL FALLS, ID MANUAL OR THE TEMPLATES AT BACK OF TCP FOR WORK ON LOCAL STREETS. FALLS AVE ARTERIAL HARRISON ST COLLECTOR TWINID 0898GA 04 TWIN FALLS ID MATERIAL DESCRIPTION QTY ACTUAL ARTERIAL ROADS PROPOSED CONDUIT ICOLLECTOR ROADS 44 - I y k L Y O (A {^" f r 8University Ave g .-- _ Monroc C+f � Altnir Or 04 Monr0eA/ 1 I r TILSON N _ Meadows 11T On a Mission z Meadows Ln T. (207) 591-6427 F. (207) 772-3427 O infoOtilsontech.com w -s REVISIONS DATE DESCRIPTION INITIAL D) 02/17/23 INITIAL SUBMISSION WDD 5 it 41 di A' SCALE ~I ; L SIZE B SHEET: NT o - r S '1 SIZE D SHEET: NTS co y` 1. SHEET E02 OF E09 FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) 4• SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER ❑V3HV � `�� A oR' Mdom g SIGN oa PARAWEBBING Airlun �„ • 'l TWINID 0898GA 04 28"CHANNELIZIN FLAGGER TWIN FALLS ID DEVICE ~2 Y� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH f PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. _ CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. _ CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. . CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. CIA p w RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM \ •i -— 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 f� BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM •• �. TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN Ifl- 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 _ s 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 ` RIGHT LANE SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ' CLOSED ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). D C AHEAD � x�� 11! WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR D A 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 - U SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. UTILITY TILITYWORK AHEAD M 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) IL W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT -' M co 04 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED 1 LANE MERGE infoOtileontech.com o L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 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 Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 [FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&VI 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) Ha0 _....� {+l - - , SHADOW UNIFORMED A1111 VEHICLE TRAFFIC OFFICER g SIGN 1111=1=31111111 PARAWEBBING TWINID 0898GA 04 28"CHANNELIZIN FLAGGER TWIN FALLS ID DEVICE ~� e MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION C 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. \V177 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 Z 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 i 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. fa • RIGHT LANE T CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME ♦ CLOSED UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF ; ♦ AHEAD 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. — �� • �Z 7�i THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND UTILITY SIGNS. _ WORK THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD AHEAD i�; •r 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 - -A•• RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. f 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. - 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 L1=NGTH(FT) IL W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT 04 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED 1 LANE MERGE infoOtileontech.com o L %2 L /3 L L %2 L Y3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03A OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 1 700' 350' 233' 770' 385' 257' 1 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: 131WIlle- TYPEII SIGN W/HIGH LEVEL WASHINGTONST s„a;, BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED .; \= OF TRAFFIC WARNING SIGNS •` ��1_ WORK TRUCK ARROW PANEL A• ® (FLASHING ARROW) ,may' •'" ' SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING HaoM Alilllfl l�a.Tp^�i• TWINID 0898GA 04 28"CHANNELIZIN �� '� r'°•.,f ��. DEVICE �■ FLAGGER sky;,� TWIN FALLS ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: w FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. • I;� ,' FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR ti CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES i REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ` �► FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. • ar, CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE r �' 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 1 UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 0• Y THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND ^�*' COLLECTOR ROADS. I� 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). t - _ -� t '-"4-•• r� -WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR �� �►•�• RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES • `�} RIGHT LANE PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CLOSED CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE •� '• HEA OF THE MIDBLOCK CROSSWALK w 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 rr VMRK 40 M.P.H. OR LESS: L=WS2 /60 AHFAD 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) i W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co 04 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED ontech.com o L %2 L 1 LANE MERGE infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03B OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 1 700' 350' 233' 770' 385' 257' 1 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&VI 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 1111=11=1EME PARAWEBBING rQ 27 - TWINID 0898GA 04 28"CHANNELIZIN FLAGGER • . _ TWIN FALLS ID DEVICE ~2 MATERIAL DESCRIPTION QTY ACTUAL NOTES: QV3HV FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. NMON[ FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR A1llllfl CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH t PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES �. REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. µ 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 limp 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 RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND RIGHT LANE SIGNS. FCLOSED THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD AHEAD 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 z • '• PRESENT IN THE EXISTING PEDESTRIAN FACILITY. t [1TIUTY h�l'(�`• CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK AHEAD SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. On 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 1 L=TAPER L1=NGTH(FT) IL W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMITIz, --�^ M co 04 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED ontech.com o L %2 L 1 LANE MERGE infoOtile/3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C DISTANCE BETWEEN SIGNS (FEET) x 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 02/17/23 INITIAL SUBMISSION WDD 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' <133' 89' 293' 147' 98' 320' 160' 107' 35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03C OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 1 700' 1 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_O898GA_04 LEGEND ADDRESS: DIGS ne- TYPEII SIGN W/HIGH LEVEL WASHINGTONST -&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING , TWINID 0898GA 04 28"CHANNELIZING w _ DEVICE FLAGGER OV3HV TWIN FALLS ID m8OLm �ti, ' • MATERIAL DESCRIPTION QTY ACTUAL NOTES: k1rf'� �• FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ,� .„ YZ-• FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR V 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 •I i AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE I CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION I FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES �- REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL ; s 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 C BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN W W O PLACE FOR CONTINUOUS DAYS. 3 C 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. �. _ ei/�5•,� 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. K CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - NIGHT LANF OF THE MIDBLOCK CROSSWALK CLOSED SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. _ C - AHEAD TAPER LENGTHS CALCULATED BY FORMULA D A FROM IMUTCD TABLE 6H-4. r 40 M.P.H. OR LESS: L=WS2 /60 T. uTJurY 40 M.PH. OR MORE: L=WS WORK � L=TAPER L1=NGTH(FT) AHEAD W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT +�rL M co 04 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED ontech.com o L %2 L 1 LANE MERGE InfoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03D OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 1 700' 350' 233' 770' 385' 257' 1 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: 131WIlle- TYPEII SIGN W/HIGH LEVEL WASHINGTONST -&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS ARROW PANEL WORK TRUCK (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING • TWINID 0898GA 04 28"CHANNELIZIN FLAGGER 1 TWIN FALLS ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: O V 3 H V FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. Nt10M FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR , CALCULATE"C'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L Alllllfl =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION 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... a 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. - - t f* �'i� •y MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. I 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 J SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). RIGHT LANE CLOSED WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR AHEAD RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES 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. UTILITY � T 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 L1=NGTH(FT) - W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT _ M co N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED ontech.com o L %2 L 1 LANE MERGE infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < __ _ ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03E OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_O898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&VI 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 UNIFORMEDJ!.�7 :3 . 5 VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING TWINID 0898GA 04 28"CHANNELIZIN FLAGGER TWIN FALLS ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR 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 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 UO REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL CD FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. Cn 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 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. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND I 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 RIGHT LAN SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. i I CLOSED TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. ) 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS i unurr woRtc g L=TAPER L1=NGTH(FT) z W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co 04 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED ontech.com o L %2 L 1 LANE MERGE infoOtile/3 L L %2 L V3 L L %2 L y L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < __ _ ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03F OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_O898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ARROW PANEL =� � WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMED +�.• f * VEHICLE TRAFFIC OFFICER ty' �` r �I, v g SIGN OD PARAWEBBING y h TWINIDAll _0898GA_04 28"CHANNELIZING i DEVICE �■ FLAGGER f ,� ! ` - �, O •�i� TWIN FALLS,ID 00 W MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. _ - Q FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR _ 1- CALCULATE"L"USING FORMULA,FOR SPEEDS>-45:L=WS,SPEEDS<45:L L� (�• ' =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION s - FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �_ 1 BE 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 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 COLLECTOR ROADS. Fh 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 •~ - .-- �� ♦r - SIGNS. •,t a*-. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES • qr ' .. , V. ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). + w •- D WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL �] — A y INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES Q D R7 PRESENT IN THE EXISTING PEDESTRIAN FACILITY. O 2 ,� CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE m OF THE MIDBLOCK CROSSWALK t SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 ` ~� 40 M.PH. OR MORE: L=WS L=TAPER LIENGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT M N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE o POSTED FOR 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED LANE MERGE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- CL Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' - -- ---- 1­1 45 360' 450' 225' 150' 495' 248' 165' 1 540' 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03G OF E09 0 65 645' 1 650' 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_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ARROW PANEL } ,. WORK TRUCK ® (FLASHING ARROW) Fm SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER F _ SIGN ==C=M PARAWEBBING p•<,•,�, �.� f.y�,• ;- ,� ,.• .-.R� TWINID_0898GA_04 28"CHANNELIZING v :� •,� DEVICE ~V FLAGGER a .♦ A ti ( • TWIN FALLS,ID MATERIAL DESCRIPTION QTY ACTUAL NOTES: - { ..,}� N 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 _ N' =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION - - - - - _.>• ( ! ti H Y O AND ACCESS RADII. _�0 W WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE 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 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 a COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF �� 'Rip r �r` RESTRICTION TO THE FIRST SIGN. ` 0 � �,`.THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECONDSIG _ `r _THE E �� THE DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD A _ _ ss �•� Y SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ni A r D 0 r f • P ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). p < O A 2 m WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. I CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE - r OF THE MIDBLOCK CROSSWALK rip, 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 //1 I• ,r 40 M.PH. OR MORE: L=WS f L=TAPER LIENGTH(FT) �_ W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT M N CN MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE o POSTED FOR 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED LANE MERGE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- CL Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 1 540' 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03H OF E09 0 65 645' 1 650' 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_0898GA_04 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL -&VI BARRICADE WARNING DEVICE FALLS AVE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 Or 800-342-1585 /� DIRECTION ADVANCED . \= OF TRAFFIC WARNING SIGNS16 - ), ARROW PANEL J'! WORK TRUCK ® (FLASHING ARROW) 'L -' • SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN oa PARAWEBBING •y• ~ TWINID 0898GA 04 28"CHANNELIZIN * ; „„�,Bp •:_ FLAGGER DEVICE ~� y`i t, :r}t} `: } r r TWIN FALLS ID • �.► r;Yy; Y O MATERIAL DESCRIPTION QTY ACTUAL NOTES: • _ .-� _ FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. 13bl3HV 4- �••r ` ~ •,� 7 Q ' ^ + FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR •'�'. {,4( ('r' �' - '��`� •� = CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L �Nom •• =S�W/60,S-SPEED,W=WIDTH - Alllllfl '7 t.f; ;yam 'r11f -Jam• .�y '- ,�'" �, r PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION - , �>d+' ♦ , .�' . 4! , AND ACCESS RADII.WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE • I•• CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. _ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. - RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL 1� BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM `' -�+�1• �:. - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN '� PLACE FOR CONTINUOUS DAYS. A.I CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME �N'�""1'' � '•• s UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF I •.��- �,� THE SAME ROAD. • �.,.��I�', ���_ _ _ MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. ".• J ~ D C •'. C1 G� ...ram IL THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF � ! �•�•. D 7O]r D In In - - f , �•RESTRICTION TO THE FIRST SIGN. s THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND I}+ r M•.i C T`{ 01 ■�.,I���� ♦', m THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD I - ( f• �+•+ SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES r _ UTILITY ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ' WORK AHEAD T� 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. \• Tr CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK , R ' I I SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - 1 due TAPER LENGTHS CALCULATED BY FORMULA , �• '' - T ,. FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 • . - __ 40 M.PH. OR MORE: L=WS • - '!J 1 � L=TAPER LI=NGTH(FT) ��; •",- ,,,_ i ••T,, - • - ��� W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT ,z-• ..;: • - M co N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED ontech.com o L %2 L 1 LANE MERGE InfoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C DISTANCE BETWEEN SIGNS (FEET) x 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 02/17/23 INITIAL SUBMISSION WDD 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < __ _ ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570, 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E031 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS ARROW PANEL _ WORK TRUCK ® T- (FLASHING ARROW) •�� � f SHADOW UNIFORMEDFm ;_ * �•. fi�. VEHICLE TRAFFIC OFFICER g SIGN OO PARAWEBBING + yr •, ,.4 TWINID_0898GA_04 28"C DEVICE(ZING �■ FLAGGER �+ ( ,� -'r•.�.- �? {t ` �ti TWIN FALLS,ID - P ,v'f� �'�' ••� `' •! - MATERIAL DESCRIPTION QTY ACTUAL NOTES: � �•� �.•-`.: '+- . • r P ' • f - w, FOR LANE CLOSURES WHERE W< 10' USE"L"VALUE FOR W=10'. ;��, .• ,N�.•t j(, i ; .y 1 �, }Y O FOR SHOULDER CLOSURES WHERE W< 10' USE"L"VALUE FOR W=10'OR �• _ -' _ _ 1- a CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=W5,SPEEDS<45:L . � ' 00 W =S' W/60,S=SPEED,W=WIDTH �i' •- '` '►- • ''�M••ti. _ _ ~ _ PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION } ' ,( (�' .1�•,•, ti �(• �• RY•'✓•!,.•. ` , Y Q AND ACCESS RADII. {, `-w"` �, ,;� I,�.r'7�t ,.i,' r. r.' � •� '.fir. /. t WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE €j �' - %' - •.T♦ - ' + • • - �� , CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION •.��' J ♦ .�1 y+.'•, N j: ,S�.s FOR ALL SPEEDS ••� } !, �/ A r CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _ r j• 1 w - � ,yr_ .t•_ • � REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL _ -.w.,,L•� - - - '►' �. ,. . - ��, •r 1 f` ..•.. �, '^ f . 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. �1 � 1 RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL t • - _ BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM `16 L - 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. M 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 22 RESTRICTION TO THE FIRST SIGN. D C D 0 0 THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND m r 22I 1-rX _- SIGNS. Ca THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 0 x 0= 1 ?' ,�'�.�, •, SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES I 1 • _ 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 /�� w+• �ti' - `� PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 , 40 M.PH. OR MORE: L=WS � L=TAPER LI=NGTH(FT) �_ W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT •� _ ,r M N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE o POSTED FOR 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED LANE MERGE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- C 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03J OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' [FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: DWIne- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE FALLS AVE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED - \= OF TRAFFIC WARNING SIGNS r �` i i w, •���i�,..,t_•, `i _ ARROW PANEL !' j� r• -• ' �: '•- WORK TRUCK ® (FLASHING ARROW) �. �c / 1�.v ► - SHADOW UNIFORMED f= •�lee VEHICLE TRAFFIC OFFICERl�, j� +.� �� i n,+L •`'� ,�.� g SIGN Oa PARAWEBBING ` >•• ! ~� X 1�, • t f � R1 !'1<� +• ' d':•1i ~ y } �� ,� �' TWINID 0898GA 04 28"CHANNELIZIN FLAGGER ,�Y Jrj r " �"�y�` •• 1'' p J d'W TWIN FALLS ID DEVICE ~� f1�•. �' • 11`f y' ' 1' '► Q MATERIAL DESCRIPTION QTY ACTUAL NOTES: - - ,,L1t' • K. - fi •�� �.•�' "• j • FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ',•' • I �•1j ,' 1 p�� .r T _ FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L _ =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 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 a" 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 I' TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN LIP 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 I• RI _ =O-=j ♦ • ,/' SIGNS. •�.' D,'a r (p • I THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD 7C m SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES 2ts i�•j ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE) ' • UTILITY WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR WORK RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL , INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES ,l t M ' AHEAD 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 { `a FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS s L=TAPER L1=NGTH(FT) W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT ' M co 04 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED ontech.com o L %2 L 1 LANE MERGE infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < __ _ ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03K OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL HARRISONST -&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNSa J WORK TRUCK ARROW PANEL �- ® (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN 1111=1=31111111 PARAWEBBING TWINID 0898GA 04 28"CHANNELIZIN r• � ' '•, DEVICE �■ FLAGGER TWIN FALLS ID r�`J ltiir MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. d_ FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L p =S�W/60,S-SPEED,W=WIDTH - PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL OV314V FIELD CONDITIONS,ETC... xaoM, ALL DEVICES CONFORM TO CURRENT MUTCD. i+ Ali n[n 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. f RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL >♦ BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM F TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1 PLACE FOR CONTINUOUS DAYS. f 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. F 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). t WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR - RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL 4 r INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES - PRESENT IN THE EXISTING PEDESTRIAN FACILITY. CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE OF THE MIDBLOCK CROSSWALK SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. - , , '-•j :1�f TAPER LENGTHS CALCULATED BY FORMULA [l FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS uTlury, ' � L=TAPER L1=NGTH(FT) vvm W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT _r M 04 (V MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 o SPEED POSTED SPEED ontech.com o L %2 L 1 LANE SHIFT infoOtile/3 L L %2 L V3 L L %2 L V L NOT DRAWN TO SCALE REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < __ _ ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E03L OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_O898GA_04 LEGEND ADDRESS: DIG Ine- TYPEII SIGN W/HIGH LEVEL WASHINGTONST -&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED `- \= OF TRAFFIC WARNING SIGNS ARROW PANEL WORK TRUCK ® (FLASHING ARROW) ' SHADOW UNIFORMED - VEHICLE W TRAFFIC OFFICER g SIGN Oa PARAWEBBING ® TWINID 0898GA 04 28"CHANNELIZING FLAGGER TWIN FALLS ID DEVICE nu ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L � a f Q =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION 1 I f ` T AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE • f+ 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. t RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL rr BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM f„ y'-� TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. 7 ��,•' ,r'• RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 7• ; t' r TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. I CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF I 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 — �� • �/ q RESTRICTION TO THE FIRST SIGN. 06 ' THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND 0 m SIGNS. f (n O '• . THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD + ri 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. , SIDEWALK CLOSED TAPER LENGTHS CALCULATED BY FORMULA CROSS HERE FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 =r 40 M.PH. OR MORE: L=WS - t` L=TAPER L1=NGTH(FT) 0 0 Caswell Ave swell Ave IL W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SIDEWALK infoOtileontech.com o SPEED POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE E REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 1 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 1 700' 350' 233' 770' 385' 257' 1 840' 420' 280' 1 1 FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 DIRECTION ADVANCED OF TRAFFIC WARNING SIGNS hZ a �J 1 0113J WORK TRUCK ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER a3so�o g SIGN 1111=1=31111111 PARAWEBBING >♦1tlM301S '' I I TWINID 0898GA 04 28"CHANNELIZIN DEVICE 0­2 FLAGGER TWIN FALLS ID • MATERIAL DESCRIPTION QTY ACTUAL NOTES: I FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-I W OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L y =S�W/60,S-SPEED,W=WIDTH n PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION m AND ACCESS RADII. y WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE p 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. .'}'r-'��''f• 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 , e TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN *vR` 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. 11 MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND _ COLLECTOR ROADS. 1 THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND y SIGNS. t?O THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD OM SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN ATHREE-SIGN SERIES mD ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). 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. ' 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 k s 40 M.PH. OR MORE: L=WS L=TAPER L1=NGTH(FT) IL W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT co 04 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SIDEWALK infoOtileontech.com o SPEED POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE E REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' <35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 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 Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04A OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' 1 1 1 1 [FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: 131Wf1ER TYPE II SIGN W/HIGH LEVEL WASHINGTONST -&VI BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. NE MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS WORK TRUCK ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER g SIGN Oa PARAWEBBING TWINID 0898GA 04 28"CHANNELIZIN ~2 FLAGGER DEVICE 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-I W OR 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 AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE yCn 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. ilky 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 m - UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF 1 THE SAME ROAD. CD MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND rn 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 SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. SIDEWALK TAPER LENGTHS CALCULATED BY FORMULA CLOSED FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS Robbins Ave w Robbins Ave A L=TAPER L1=NGTH(FT) "' ins z IL W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMITpi co 04 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SIDEWALK infoOtileontech.com o SPEED POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE E REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' <133' 89' 293' 147' 98' 320' 160' 107' 35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04B OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 1 700' 1 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_O898GA_04 LEGEND ADDRESS: ® pmu.:..ne. k,-a� ., TYPE II SIGN W/HIGH LEVEL WASHINGTON ST BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS r W ® ARROW PANEL WORK TRUCK (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING FALLS AVE TWIN ID 0898GA 04 28"CHANNELIZING FLAGGER +y TWIN FALLS,ID DEVICE ~� 1 f� lV T MATERIAL DESCRIPTION QTY ACTUAL NOTES: j 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 4,S AND ACCESS RADII. y WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION pis �d�y FOR ALL SPEEDS. 27 CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL fm _ FIELD CONDITIONS,ETC 0 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. 3 MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. rn 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 m SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIESENCOUNTERED 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 LIENGTH(FT) t• W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT M N CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE o POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180, URBAN (HIGH SPEED): 350 350 350 SCALE :' 50 425' 500' 250' 167' 550' 275' 183' 600' 300' 200, >-40 MPH SIZE B SHEET: NTS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04C OF E09 01 65 645' 650' 325' 217' 715' 358' 238' 1 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL -&VI BARRICADE WARNING DEVICE FALLS AVE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS ARROW PANEL WORK TRUCK ® (FLASHING ARROW) t SHADOW UNIFORMEDin �`,' , � _ - '■ �y ,'f t VEHICLE TRAFFIC OFFICER ' }' 7, ' _ ' • �' f� SIGN Oa PARAWEBBING : w! ��� f • TWINID 0898GA 04 28"CHANNELIZIN (13 DEVICE 0­2 FLAGGER z . ■ ;� TWIN FALLS ID r t • 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 - - -•- 4 CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S�W/60,S-SPEED,W=WIDTH - PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION _ AND ACCESS RADII. 4. ' WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE y CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEED$. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES 1 REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. - CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. Falls Ave W -� RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL WFISA 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. 40 CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF r - THE SAME ROAD. - MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND - t COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF Ib RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND SIGNS. offn 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). • p q� � m D WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •Y 'POs '�C� RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY TI FEATURES P DESTR ONSISTE T WITH THE FEATURES RESENT N L0 to 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. rial TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. 40 M.P.H. OR LESS: L=WS2 /60 '`\ lejk 40 M.PH. OR MORE: L=WS I L=TAPER L1=NGTH(FT) �,� GOP W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT M co 04 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SIDEWALK infoOtileontech.com o SPEED POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE E REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 <305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04D OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED _ \= OF TRAFFIC 0 WARNING SIGNS ARROW PANEL ' WORK TRUCK ® (FLASHING ARROW) SHADOW UNIFORMEDFm Y r VEHICLE TRAFFIC OFFICER SIGN OD PARAWEBBING �+ TWINID_0898GA_04 28"CHANNELIZING FLAGGER '` ` - - i TWIN FALLS,ID DEVICE ~� _ MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L - =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL FIELD CONDITIONS,ETC... -VF ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. - - CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. `t 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 - --•r» PLACE FOR CONTINUOUS DAYS. t 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. 43SO7.7 r,' CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME 43SO1� 'J'•� + UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF )Il�dM3UIS ' THE SAME ROAD. mlvm3aIS - 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 ryl� 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 '7 INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES PRESENT IN THE EXISTING PEDESTRIAN FACILITY. _ l 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 - �• _ 1 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 M N CNI MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE o POSTED FOR 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- CL Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' -- -- ---- 1­1 45 360' 450' 225' 150' 495' 248' 165' 1 540' 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04E OF E09 0 65 645' 1 650' 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_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE zJt ,• BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS '- �► " ►"' — ARROW PANEL WORK TRUCK ® (FLASHING ARROW) ,Fm SHADOW UNIFORMED �� - VEHICLE TRAFFIC OFFICER `� y„ ,-• g SIGN OD PARAWEBBING 28"CHANNELIZING • TWINID_0898GA_04 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 Ave =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE _ '1 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 0 - , FIELD CONDITIONS,ETC... III ALL DEVICES CONFORM TO CURRENT MUTCD. "CONTRACTOR SHALL SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. `F CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFOREOr CONSTRUCTION CAN BEGIN. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL ,r �* • ^ ,� , BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM 1:_• . - ,I• � �A ��' H , TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN 1 •• � PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL J Q - BE LI MTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Q W �r' ✓ 1 _ fp W TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN PLACE FOR CONTINUOUS DAYS. W •• CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME O V J y y UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF (/J 1 ���'•� ® Q C THE SAME ROAD. MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND 1 I - �••}+i COLLECTOR ROADS. THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF - RESTRICTION TO THE FIRST SIGN. - J THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND 0 SIGNS. its • • , 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• ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). ` 1 w WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •�, • / 1 i• ! RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL ;, .�•� �` INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES - 7•• PRESENT IN THE EXISTING PEDESTRIAN FACILITY. �• CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE •r OF THE MIDBLOCK CROSSWALK _ SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. ••�• •Y , TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. �" ""` 1r •! i+ r 40 M.P.H. OR LESS: L=WS /60 I t • • 40 M.PH. OR MORE: L=WS = J n': `! i ,• L=TAPER LIENGTH(FT) ' �� •.i�.'. � W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT M N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE o POSTED FOR 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- CL Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 :5 35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 1 540' 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04F OF E09 0 65 645' 1 650' 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_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS i,... ARROW PANEL WORK TRUCK ® : l7 (FLASHING ARROW) SHADOW UNIFORMED i�. L t `.� 1 r +. `e••} r. VEHICLE TRAFFIC OFFICER g SIGN OD PARAWEBBING N, * ,� ' L' •• , !� ` owt' TWINID_0898GA_04 28"CHANNELIZING } 1 DEVICE �■ FLAGGER TWIN FALLS,ID •• . MATERIAL DESCRIPTION QTY ACTUAL NOTES: - .a FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR _ CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH - PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. - At 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 IN CONSTRUCTION CAN BEGIN. t ` sy r ��,v�,{�� ,i' -•e_- _ _ RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL �• — \ \ -� - BE LIMITED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM �' •" I f•�� �i,�'r �► - TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN �►- �' - 1 - � �� 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 43SU7.7 0• :'• PLACE FOR CONTINUOUS DAYS. N-IVM3aIS a3SO13 CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME )Ilvm3a a3S0-I.7 IS �I gso- S 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. i THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF �.�+- RESTRICTION TO THE FIRST SIGN. � 7 i a - 'w `'0 THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND t a_ SIGNS. �`�^ ��• t 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). •.- , M _ I WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR *' RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL __ } r 1 « INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES - f 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. _._ y. 40 M.P.H. OR LESS: L=WS2 /60 '{,=ri 40 M.PH. OR MORE: L=WS �! � L=TAPER LI=NGTH(FT) W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT CNI N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE o POSTED FOR 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- CL Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 45 360' 450' 225' 150' 495' 248' 165' 1 540' 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04G OF E09 0 65 645' 1 650' 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_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«� BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS _ WORK TRUCK ARROW PANEL ® (FLASHING ARROW) f - - - - -�� 1j1h+.• J. SHADOW UNIFORMEDFm ^� �. � ��`�•.��� VEHICLE TRAFFIC OFFICER jai& SIGN OD PARAWEBBING � ; TWINID_0898GA_04 28 CDEVICEIZING FLAGGER �� low TWIN FALLS,ID �c�•fp 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 Falls-A4 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 '4'> FIELD CONDITIONS,ETC... ALL DEVICES CONFORM TO CURRENT MUTCD. CONTRACTOR SHALL MAINTAIN 2-WAY TRAFFIC AT ALL TIMES. CONSTRUCTION TO PLACE NO PARKING SIGNS 24 HOURS BEFORE CONSTRUCTION CAN BEGIN. '• '•j - 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. 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 1✓ 1 'l C• �' ` 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 N _ THE SAME ROAD. Q'� ' MUST ALLOW 11'DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND J COLLECTOR ROADS. ( y fJdc THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF r•w �• RESTRICTION TO THE FIRST SIGN. n L, THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND w Y - _ ;�• �. .�' y�j �� SIGNS. )_ s• ^f' - THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES I I' ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR •�r- -- RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL •• ,r _ INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES y PRESENT IN THE EXISTING PEDESTRIAN FACILITY. - ;Y�►., CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE _. P 4 OF THE MIDBLOCK CROSSWALK IDEWALK 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 1 Jam +f 40 M.PH. OR MORE: L=WS ' L=TAPER LIENGTH(FT) 1 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT M N CD MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE o POSTED FOR 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L V2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04H OF E09 cc 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: DIGS Ine- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE FALLS AVE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC WARNING SIGNS x.. ARROW PANEL WORK TRUCK ® (FLASHING ARROW) ! -� , ; K�r �• SHADOW UNIFORMED _ ��►I" x; r: off VEHICLE TRAFFIC OFFICER { SIGN Oa PARAWEBBING T' 10 .0 �w 'r .r TWINID 0898GA 04 28"CHANNELIZIN FLAGGER vl -.� jTWIN FALLS ID DEVICE � �, •' >R�II. ti,� . _ ` r.' -�f• MATERIAL DESCRIPTION QTY ACTUAL NOTES: • r FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. ,�:_ ' �' �. '•'} , FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W-10'OR 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 -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 CONESFalls-Ave REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL Falls-Ave W— -Ave FIELD CONDITIONS,ETC... Falls-AveALL 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. 0 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 t- UNTIL WORK IS COMPLETED BEFORE MOVING TO THE OPPOSITE SIDE OF THE SAME ROAD. 1 y MUST ALLOW 1 V DRIVING LANES FOR WORK ON TWO LANE ARTERIAL AND COLLECTOR ROADS. Q W THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF W O ai D RESTRICTION TO THE FIRST SIGN. THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND V m r SIGNS. THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD m O SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). �• .� G 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 ` r L=TAPER L1=NGTH(FT) •�� N W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT _ M co 04 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SIDEWALK infoOtileontech.com o SPEED POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE E REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200' 150, 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < __ _ ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E041 OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: DIGS ne- TYPE II SIGN W/HIGH LEVEL —&VI BARRICADE WARNING DEVICE FALLS AVE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. MARKING 811 or 800-342-1585 /� DIRECTION ADVANCED % , w \= OF TRAFFIC WARNING SIGNS 1 r *t. �` �r�y �"• , t.,, WORK TRUCK ® ARROW PANEL ♦,r.;. (FLASHING ARROW) SHADOW UNIFORMED yr• VEHICLE TRAFFIC OFFICER g SIGN Oa PARAWEBBING TWINID 0898GA 04 28"CHANNELIZIN 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-I W OR VV CALCULATE"U'USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L Ave Ave =S�W/60,S-SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FF.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES _ REQUIRED SHALL BE BASED ON CONE SPACING,TAPER LENGTHS,ACTUAL - CL 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. • _ ' l•i 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 �J PLACE FOR CONTINUOUS DAYS. RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL _ BE LIMTED TO WEEKDAYS,BETWEEN 8:30AM-3:OOPM Y a O �l`dM301S TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN • ¢m PLACE FOR CONTINUOUS DAYS. VJ G 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. - •� I THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF RESTRICTION TO THE FIRST SIGN. Q 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). t WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL INCLUDE ACCESSIBILITY FEATURES CONSISTENT WITH THE FEATURES be PRESENT IN THE EXISTING PEDESTRIAN FACILITY. +� CURB PARKING SHALL BE PROHIBITED FOR AT LEAST 50 FEET IN ADVANCE 4 • OF THE MIDBLOCK CROSSWALK - �l SIDEWALK SHALL ONLY BE CLOSED ON ONE SIDE OF THE STREET AT A TIME. 0A • i TAPER LENGTHS CALCULATED BY FORMULA N ;—Ar ' '+' 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) ;.. '1 ' • %:'i�' IL W=WIDTH OF OFFSET(FT) S=POSTED SPEED LIMIT !•y '" 1� (V 1 co M 04 N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN TILSON BUFFER ZONE On a Mission z POSTED 10' OFFSET 1 1' OFFSET 12' OFFSET o POSTED SPEED FOR T. (207) 591-6427 F. (207) 772-3427 SIDEWALK infoOtileontech.com o SPEED POSTED SPEED L %2 L /3 L L %2 L /3 L L %2 L y L NOT DRAWN TO SCALE E REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL C x DISTANCE BETWEEN SIGNS (FEET) 02/17/23 INITIAL SUBMISSION WDD 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' ROAD TYPE 30 200, 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C L =WS2 Q 35 60 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- — 100 100 100 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 35 MPH < __ _ ~I 45 360' 450' 225' 150' 495' 248' 165' 540' 270' 180' URBAN (HIGH SPEED): 350 350 350 SCALE 50 425' 500' 250, 167' 550' 275' 183' 600' 300' 200' >—40 MPH SIZE B SHEET: NITS 55 L __ WS 495' 550' 275' 183' 605' 303' 202' 660' 330' 220' RURAL 500 500 500 SIZE D SHEET: NTS Co 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04J OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 3 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_O898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL FALLS AVE z���«• BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) + Fm SHADOW UNIFORMED VEHICLE TRAFFIC OFFICER ! f p f g SIGN OD PARAWEBBING ~ �� 28"CHANNELIZING TWINID_0898GA_04 DEVICE *--■ FLAGGER TWIN FALLS,ID Q ,tit' MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. - _ FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L • , �'•�� =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION Ave FOR ALL SPEEDS. W-FIS Ave Fall: 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. - s RESTRICTIONS OF ACTIVE DRIVING LANES ON COLLECTOR/ARTERIALS WILL •^- e.. 1 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 f 1 _ f 7f._ 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. W • , r 'L •V •r �' CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME y` 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 1'� .y7^ O = + '• -+: �� COLLECTOR ROADS. O � THE A DIMENSION IS THE DISTANCE FROM THE TRANSITION OR POINT OF '� _ t7(/• ' 011 RESTRICTION TO THE FIRST SIGN. - W U +' / .� THE B DIMENSION IS THE DISTANCE BETWEEN THE FIRST AND SECOND A' I • C ,`wry - '�_ *:l' �1 SIGNS. _ _r +, • THE C DIMENSION IS THE DISTANCE BETWEEN THE SECOND AND THIRD .` •+"! r�+. � , ,� r, 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. 1 , 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. t' TAPER LENGTHS CALCULATED BY FORMULA FROM IMUTCD TABLE 6H-4. y �` 40 M.P.H. OR LESS: L=WS2 /60 40 M.PH. OR MORE: L=WS ' s ��►:f '.`. .r<`,' L=TAPER LIENGTH(FT) 1 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT M 10 CD N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE o POSTED FOR 10' OFFSET 1 I' OFFSET 12' OFFSET POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L %2 L % L L % L % L L Y2 L %3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): Q -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 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 cc 60 570' 600' 300' 200' 660' 330' 220' 720' 360' 240' SHEET E04K OF E09 cc 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_04 LEGEND ADDRESS: ® pmune. TYPE II SIGN W/HIGH LEVEL HARRISON ST zJt BARRICADE WARNING DEVICE PERMANENT WORK ZONE TWIN FALLS, ID Dig Line,Inc. EM MARKING 811 OF 800-342-1585 /� DIRECTION ADVANCED \= OF TRAFFIC 0 WARNING SIGNS WORK TRUCK ® ARROW PANEL (FLASHING ARROW) SHADOW UNIFORMED Fm VEHICLE TRAFFIC OFFICER 3aaHssoao SIGN OD PARAWEBBING 1 �— O3SOl�HltlM3416 TWIN ID 0898GA 04 28"CHANNELIZING FLAGGER TWIN FALLS,ID DEVICE ~� MATERIAL DESCRIPTION QTY ACTUAL NOTES: FOR LANE CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'. FOR SHOULDER CLOSURES WHERE W< 10',USE"L"VALUE FOR W=10'OR CALCULATE"L"USING FORMULA,FOR SPEEDS>_45:L=WS,SPEEDS<45:L =S' W/60,S=SPEED,W=WIDTH PLACE TRAFFIC CONTROL DEVICES ON 10 FT.SPACING FOR INTERSECTION AND ACCESS RADII. WHEN NECESSARY,SIGN SPACING MAY BE ADJUSTED TO FIT SITE CONDITIONS.LIMIT SPACING ADJUSTMENTS TO 30%OF THE"A"DIMENSION FOR ALL SPEEDS. ft CONES SHOWN ARE FOR ILLUSTRATION ONLY.EXACT NUMBER OF CONES J 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. I 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 .t TRAFFIC CONTROL MUST BE SET UP AND REMOVED EACH DAY,NOT LEFT IN M. PLACE FOR CONTINUOUS DAYS. 01- CONSTRUCTION MAY ONLY WORK ON ONE SIDE OF A ROAD AT A TIME h � 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 •ti SIGNS.(THE THIRD SIGN IS THE FIRST ONE IN A THREE-SIGN SERIES - ENCOUNTERED BY A DRIVER APPROACHING A TTC ZONE). 1 WHEN CROSSWALKS OR OTHER PEDESTRIAN FACILITIES ARE CLOSED OR RELOCATED,TEMPORARY FACILITIES SHALL BE DETECTABLE AND SHALL Harrison St arriscri St 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. IL �w 40 M.P.H. OR LESS: L=WS2 /60 H 40 M.PH. OR MORE: L=WS o x L=TAPER L1=NGTH(FT) 1 W=WIDTH OF OFFSET(FT) S= POSTED SPEED LIMIT M CD N MINIMUM TAPER LENGTHS WORKSITE TRAFFIC CONTROL PLAN T I L 5 0 IN BUFFER ZONE o POSTED FOR 10' OFFSET 1 1' OFFSET 12' OFFSET POSTED SPEED o T. (207) 591-6427 F: 772-3427 SPEED SIDEWALK CLOSURE POSTED SPEED info®tilsontech.coh.com o L y2 L % L L % L % L L y2 L y3 L NOT DRAWN TO SCALE q REVISIONS SUGGESTED ADVANCE WARNING SIGN PLACEMENT DATE DESCRIPTION INITIAL 25 155' 104' 52' 35' 1 15' 57' 38' 125' 63' 42' DISTANCE BETWEEN SIGNS(FEET) 02/17/23 INITIAL SUBMISSION WDD X ROAD TYPE 30 200' 150' 75' 50' 165' 83' 55' 180' 90, 60' A B C -- L =WS2 -- Q 35 250' 204' 102' 68' 225' 1 12' 75' 245' 123' 82' URBAN (LOW SPEED): -- -- -- 60 <_35 MPH 100 100 100 o' 40 305' 267' 133' 89' 293' 147' 98' 320' 160' 107' 1­1 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 cc 60 570' 600' 300, 200' 660' 330' 220' 720' 360' 240' SHEET E04L OF E09 0 65 645' 650' 325' 217' 715' 358' 238' 780' 390' 260' EXPRESSWAY/FREEWAY 1,000 1,000 1,000 70 730' 700' 350' 233' 770' 385' 257' 840' 420' 280' FILE NAME:TDS_TWINID_0898GA_04 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) )tbaM A. I END TWINID 0898GA 04 FORD WORK OYON TWIN FALLS,ID .. _ !•_I MATERIAL DESCRIPTION QTY ACTUAL (optional) Twr rflptiorrall HdW A A 'r B OY3HY avow iNYI ENO 50 to 100 ft (optional) + j Buffer space !optional) i I Buffer space (optional) 50 to 100 M "'WILD ELIE We:Sea Tables 611-1-2 and 6H-3 for the meaning of the 15 ft symbols andror letter ro (codes used in this figure. ancowlwc ACL TRAFFK Cq M 04 (opbolnal)- (sae Section 38.16 TILSON N 8 (optional) On a Mission Z O T: (207)591-6427 F: (207)772-3427ro K } 04F tANE Irocnaont�n.c«m p ROAD AHEAD REVISIONS (optional;, DATE DESCRIPTION INITIAL 3 _ I e, 02/17/23 INITIAL SUBMISSION WDD 31�I�M dYOb T 7♦ �/ - - ON3 4. - Q QI I iaptlonal) SCALE vI a ROAD SIZE B SHEET: NTS WORK 00 SIZE D SHEET: NTS o AHEAD SHEET E05 OF E09 0 1_ Z FILE NAME:TDS TWINID 0898GA 04 4 - LANE COLLECTOR / ARTERIAL MODERATE VOLUME 0 DIG Dig Line,Inc. F 11.I U I u G H ;1 . Lino C l u,,u i w, r:I l l -I 61l 11(l l U l 11 -v o l l 811 or 800-342-1585 C11tI_�r:tlllllll 1,rrrlurll�,, +, Tal-:; I ;I GYAH4 TWINID 0898GA 04 raOJ� t TWIN FALLS,ID t7�YOd Ir T t t MATERIAL DESCRIPTION QTY ACTUAL L 1 T (oplionall - — 004 BL.fler sp�lc� (opUanah N X ,1ft N Temporary solid_ white lane line Buffer space N (o plional) Cq N N '5=speed in mph 1 L \ \ TILSON N N On a Mission Z 0 ` T: (207)591-6427 F: (207)772-3427 4S ftl' InfoOdsontech.com O REVISIONS ii t DATE DESCRIPTION INITIAL C 02/17/23 INITIAL SUBMISSION WDD Note See Tables 6H-2 and ___ 6H-31or the meaning a of the syntibols anWor - i i ROAD QI letter codes used in WORK --- ---- U this figure. _ - ~I AHt:.AD SCALE oI Typical Application 31. SIZE B SHEET: NTS a SIZE D SHEET: NTS oo oo SHEET E06 OF E09 o Z FILE NAME:TDS TWINID 0898GA 04 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 0898GA 04 TWIN FALLS,ID <*11� I t f MATERIAL DESCRIPTION QTY ACTUAL C B t xrn 'r or B or 1 T [�o — � INOIIt L Temporary white Buffer space alga Irn2 (optional) 1 1,,2 L MIN. Temporary ' 112LMIN < > ye11ow 1i11?S y AX '4 IMPH 1!2 L MIN. I,opbonal 04 M 0 e111 M IY: i o I;MI TILSON N � � On a Mission Z O T- (207)591-6427 F- (207)772-3427 �— rn R Ir roocnaonlecn.c«m REVISIONS DATE DESCRIPTION INITIAL ✓D1 02/17/23 INITIAL SUBMISSION WDD CLOSLL Q Nola: Sea Tables 6H-2 and 614-3 - aI for the meaNK of the U symbols and+or latter t t ROAD -- — ~I Codes used in this figure, AHEAD SCALE vI o SIZE B SHEET: NTS I 0 Typical Application 32 SIZE DSHEET: NTS 00 SHEET E07 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 04 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 0898GA 04 TWIN FALLS,ID tf MATERIAL DESCRIPTION QTY ACTUAL C B t xrn 'r or B T 1 T [�o — � INOIIt L t 10 — Temporary white Buffer space adga Irn2 (optional) 1,,2 L MIN. Temporary ' 112LMIN ye11o1w 1i11?S yyy _ — AX 1/2 L MIN. I,opbonal 04 M 0 e111 M IY: i o I;MI TILSON N � � On a Mission Z O T- (207)591-6427 F- (207)772-3427 �— rn R Ir,roocnaonlecn.c«m REVISIONS DATE DESCRIPTION INITIAL ✓D1 02/17/23 INITIAL SUBMISSION WDD cLostr Q Nola: Sea Tables 6H-2 and 614-3 - aI for the meaNK of the U symbols and+or latter t t ROAD -- — ~I Codes used in this figure, AHEAD SCALE vI O SIZE B SHEET: NTS I Typical Application 32 SIZE DSHEET: NTS 00 SHEET E08 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 04 SIDEWALK CLOSURE ® DIG Dig Line,Inc. 811 or 800-342-1585 Figure 61-1-29. Crosswalk Closures and Pedestrian Detours (TA-29) ` (optional) T � -0 = W TWINID 0898GA 04 C t J p� y TWIN FALLS,ID W y MATERIAL DESCRIPTION QTY ACTUAL � a onf �- .7K � �. a 5 r or n j T x =� o Temporary B marking for crosswalk lines (cross-hatching optional) _ C30 P 0 0 Q u x J 1M K y � r. u v i SIDEWALK CLOSED i sgCNALK Gl4SLD AHEAD "K$$HERE CN M N C14 0 Note: Fof long-term stationary -TILON a work,the double yellow On a Mission o center line anWor T- (207)591-6427 F- (207)772-3427 w lane Ines should M inroocnaontech.com o removed between the ROAD crosswalk lines. REVISIONS DATE DESCRIPTION INITIAL - MQRR See Tables 6H-2 and 6H-3 02/17/23 INITIAL SUBMISSION WDD ANEAD for 1ho meaning of the symbois and+or letter - _-- codas used in this figure. - — I U ~' SCALE of Typical ApplIcation 29 SIZE BSHEET: NTS a SIZE D SHEET: NTS 00 00 SHEET E09 OF E09 0 Z FILE NAME:TDS TWINID 0898GA 04