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REV1 APPROVED TCP 212TH UTILITY WORK 3.29.2022_4.11.23_PM+276880921200 72ND AV W PHASE 1 UTILITIES TRAFFIC CONTROL PLAN -- ® CATALYST - CONTRACTOR: CONSTRUCTION CONTACT: Hardik Patel, Vice Preside^+ Pro_(�nne+n it+inn Catalyst, 847-687-4909, HPatel@catalystconstructiongrp.com PREPARED BY: Julian Morales, Elite Traffic Solutions LLC, elitetrafficsolutions@gmail.com, 206-922-9205, TCS # 12813, Expires 4/30/2025 Legend BE Arrowboard (Chevron) Bus Stop Cone Project Site i Sign Stand Traffic Light Work Area 12TH ST SW 30MP ROAD WORK W20-1 . L. L-L7 fJ I WORK W20-1 IM 72ND AV W 25MPHIJ I CLOSED �' AHEAD W20-5 7215 212TH ST SW CATALYST SHALL COMMUNICATE WITH 2O20 SOLUTIONS EDMONDS DATES & HOURS OF CONSTRUCTION CLOSING DRIVEWAY. X f 12} 2 i1CCr ROAD L CLOSED 5' L 11- R4-8 � �12p p 7 11' General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Community Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at -grade intersections and/or driveways. 9. Maintain Minimum 11' lane. 71 WHEN STEEL PLATES ARE USED, SIGNS NEED TO BE SET IN ADVANCE WARNING SEQUENCE ATALL TIMES. 1 2 3 ROAD oroacvc�es STEEL WORK use PLATES AHEAD CAUTION AHEAD W20-1 W8-24 www.invarion.com UTILITIES IMPACTS - 212TH ST SW START DATE: 03/18/22 - 04/21/2022 DURATION: 25 DAYS :B TRAVEL LANE - 45' X 12' = 540SF w- - -0 down n . ® OR I RIGHT LANE ROAD cLoseD WORK AHEAD AHEAD W4-119L W4-2 W20-5 W20-1 p Il D 1 1 a X x--4—X-4— d. ALL LANES REOPENED DURING NIGHT TIME HOURS CHANNELIZING DEVICE SPACING (FEET) �►Ls•�s'r MPH TAPER TANGENT 50170 40 80 N 4V 35145 30 60 25130 20 ao MNOT TO SCALE 03.29.2022 by: al►.,�J�� Ai�►�I�Je�� Elite Traffic Solutions 253.886.3057 MINIMUM TAPER LENGTH (L) IN FEET ; ►�� '� — ��O�AJ►J��s�s�� `ti gas ov s awa��d X ..n t Julian Morales Lane Posted Speed (mph) Width ♦O�s•d ►4s•s•�s� PROJECT SITE +aaaas aasa� TCS # 012813 Feet 25 30 35 40 45 50 55 60 65 70 •�� s s•''►s•s s �., i� ♦��N�� •��s 21200 72NDAV W►��.��i�� a�- s�a�a�a�a��« Jude.a.a Moratts 10 105 15o z05 zss aso soo sso 9-1; Yes s s s s s ss��J�JJ��J�J�Ji��J�J�J�J�J�J�J�J�J�J��o�z� �V�� s•�ArFw��' .' 11 115 165 225 295 495 550 605 660 SHALL MAINTAIN EMERGENCYACCESS AT ALL TIMES .+.Vaasa}a�a*aaaaaaaaaaaaaaaaaaaaa4t� ►«�.aa.�:�:�:e 12 tzs 16o zas 32o sao soo sso 7zo 760 6ao �i.Ia l t y��0 •- -9s•� ►�s•r ! I�� a ►� Oaaaa4 ♦aaaaaw : ♦aaaaaaaaaal RIGHT LANE SIGN SPACING=X FEET 1 (FEET) ( ) BUFFER DATA ►AWAA��'. Js•s•s•s•a'S�a I�e��s•�O��s• Cad Aaaaaaa4 raaaaaaadaaaaaaa ►aaa� ♦♦ ��_e��s•�s•♦<��O♦ ♦( laaaaaar�aaaaaaaaaaaaaaaJaaal CLOSED AHEAD FREEWAYS & EXPRESSWAYS 55/70MPH 1500±(ORAS BUFFER SPACE=B �� s•s•s•s•s•s•e y��s•Wm � �as•�r PER MUTCD ) SPEED(MPH) 25 30 35 40 45 50 55 60 65 0 - � � i �� ♦s••s••s••s••s••s•♦�t♦`♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�♦�.�♦�.�. r. RURAL HIGHWAYS �73. 9a�a�a�aaa�a�a�� .`VAA-ss-ssssssssss�s�s�s�s�s�s�s��l�s�s�s�� R�Sp�,�� W 20 - 5 60/65 MPH 800'± LENGTH (FT) 155 200 250 305 360 425 495 570 645 S9t�a� Ak- 2 j ��>►�J�� i� ; �w7q��J��J��, oAt�.�! >w1 RURAL ROADS 45/55 MPH 500'± PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE va0a01 J"`J•'. gaaaaaaaaaaaaaaaaaaaaaat►aPc�i4 ►�V►��+�N�v�swi�Mt��N,� ��,►��sJsJss��ss��sJsJssJsJs�s�s��sJ��s��4Js��i�JJ�! RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± 1 v ^ RURAL ROADS, URBAN ARTERIALS RESIDENTIAL& BUSINESS DISTRICTS 25130 MPH ZDD'±(2) TYPICAL PROTECTIVE VEHICLE STATIONARY OPERATION TYPICAL PROTECTIVE VEHICLE WITH TMA) LOADED WEIGHT (feet) MA ( TYPE WITHH TMA 20' 22' URBAN STREETS 25 MPH OR LESS 100'±(2) (Les) ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE MINIMUM WEIGHT 15,000 LES DESIGNATED. 4YARD DUMP TRUCK (MAXIMUM WEIGHT SHALL BE IN SERVICETRUCK ACCORDANCE WITH 30 MIN 1 All spacing may be adjusted to accommodate interchange ramps, () p 9 Y 1 9 P FAT BED, ETC. MANUFACTURER RECOMMENDATIONS = RonD at -grade intersections, and driveways. WORK ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT - AHEAD 2 This spacing may be reduced In urban areas to fit roadway ( ) P g Y y ' A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE, IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD conditions. WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. W20-1 All Signs & Spacing to conform to the MUTCD & The City of Edmonds Standards - reference WSDOT "Work Zone Traffic Control Guidelines M54-44.08 January 2021 " and WAC 21200 72ND AV W PHASE 2 UTILITIES TRAFFIC CONTROL PLAN - - ® CATALYST - CONTRACTOR: CONSTRUCTION CONTACT:Ari Sen, Project Engineer, Catalyst, 708-733-4262, inn ASen@catalystconstructiongrp.com PREPARED BY: Julian Morales, Elite Traffic Solutions LLC, Aft elitetrafficsolutions@gmail.com, 206-922-9205, TCS # 12813, ` Expires 4/30/2025 Legend 03.29.2022 by: Elite Traffic Solutions 253.886.3057 IIIArrowboard Chevron Julian Morales TCS # 012813 BUS Stop Juti.a.a. Morales Cone Project Site i Sign Stand Traffic Light Work Area I� 12TH ST SW 30MP ROAD WORK W20-1 7215 212TH ST SW 1 :!Ilk A, ►n XWW"I'M Ak PROJECT SITE 21200 72ND AV W EiMV: WORK W20-1 M 7AV W 25MPH C2ND E W20-5 f 12' 12 KEEP PG CLOSED AHEAD W20-5 ROAD WORK General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Community Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at -grade intersections and/or driveways. 9. Maintain Minimum 11' lane. WHEN STEEL PLATES ARE USED, SIGNS NEED TO BE SET IN ADVANCE WARNING SEQUENCE ATALL TIMES. 1 2 3 ROAD OTORCVCLES STEEL WORK use PLATES EXTREME AHEAD CAUTION AHEAD W20-1 W8-24 11 UTILITIES IMPACTS - 212TH " n.com START DATE: 03/18/22 - 04/21 /2022 DURATION: 25 DAYS EB TRAVEL LANE - 45' X 11' = 495SF . r < > <11 �1> LEFT LANE ROAD OpRR CLOSED WORK AHEAD AHEAD W4-119R W4-2 W2 -5 W20-1 X—-4—X-4— CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT - 50170 40 80 4NV 35145 30 60 25130 20 ao NOT TO SCALE LL MAINTAIN EMERGENCYACCESS AT ALL MINIMUM TAPER LENGTH (L) IN FEET Lane Posted Speed (mph) Width Feet 25 30 35 40 45 50 55 60 65 70 10 105 (80 205 265 450 500 550 11 115 225 295 495 550 605 660 12 195 1 245 320 540 600 660 720 780 8417 SIGN SPACING=X (FEET) (1) BUFFER DATA FREEWAYS & EXPRESSWAYS 55170 MPH 1500±(OR AS BUFFER SPACE = B PER MUTCD) SPEED(MPH) 25 30 35 40 45 so ss 60 RURAL HIGHWAYS 60/65 MPH 8001± LENGTH (FT) 155 200 250 305 360 1425 1495 1570 RURAL ROADS 45/55 MPH 500'± PROTECTIVE VEHICLE WITH TMA ROLLAHEAD DISTANCE RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS, URBAN ARTERIALS 25/30 MPH 2001(2) RESIDENTIAL& BUSINESS DISTRICTS TYPICAL PROTECTIVE VEHICLE TYPE WITH TMA TYPICAL PROTECTIVE VEHICLE (WITH TMA) LOADED WEIGHT (Les) STATIONARY OPERATION (feet) URBAN STREETS 25 MPH OR LESS 100'±(2) ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE MINIMUM WEIGHT 15,000 LBS DESIGNATED. 4YARD DUMP TRUCK SERVICETRUCK (MAXIMUM WEIGHT SHALL BE IN ACCORDANCE WITH 30 MIN (/1 All spacing may be adjusted to accommodate interchange ramps 1) P g Y 1 9 P FLAT BED, ETC. MANUFACTURER RECOMMENDATIONS at -grade intersections, and driveways. ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT 2 This spacing may be reduced In Urban areas t0 fit roadway ( ) P g Y y A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE, IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD conditions. WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. Eir— w20-1 All Signs & Spacing to conform to the MUTCD & The City of Edmonds Standards - reference WSDOT "Work Zone Traffic Control Guidelines M54-44.08 January 2021 " and WAC L-L7 21200 72ND AV W PHASE 3-UTILITIES- TRAFFIC CONTROL PLAN SHEET 1 ® CATALYST CONTRACTOR: CONSTRUCTION CONTACT: Hardik Patel, Vice President, Pre -Construction, Catalyst, 847-687-4909, H Patel@catalystconstructiongrp.com PREPARED BY: Julian Morales, Elite Traffic Solutions LLC, 41, elitetrafficsolutions@gmail.com, 206-922-9205, TCS # 12813, Expires 4/30/2025 General Notes: 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Community Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at -grade intersections and/or driveways. O NAainfnin rAini—i 11' Irmo �-�r _► I_I. ALL LANES REOPENED DURING NIGHT TIME HOURS 4 i T :. DETOUR i M4-9b t-qNJ-'7"m9T _-;:. NOT TO SCALE SIGN SPACING=X (FEET) (1) FREEWAYS & EXPRESSWAYS 55/70 MPH 1500±(OR AS PER MUTCD) RURAL HIGHWAYS 60/65 MPH 800'± RURAL ROADS 45/55 MPH 500'4- RURAL ROADS & URBAN ARTERIALS 35140 MPH 3504 RURAL ROADS, URBAN ARTERIALS 25130 MPH 200'±(2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'±(2) ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. (1) All spacing may be adjusted to accommodate interchange ramps at -grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions 'ok All Signs & Spacing to conform to the MUTCD & The City of Edmonds Standards - SHALL MAINTAIN EMERGENCY ACCESS AT ALL TIMES reference WSDOT "Work Zone Traffic Control Guidelines M54-44.08 January 2021 " and WAC www.invarion.com UTILITIES IMPACTS - 212TH ST SW START DATE: 03/18/22 - 04/21/2022 DURATION: 25 DAYS =B TRAVEL LANE - 80 X 10' = 800SF 74TH AV W 25MPH �..�� RIGHT LANE CLOSED AHEAD W20-5 X < > ti W4-2 � X NANO OR W4-119L 21200 72ND AV W PHASE 3 UTILITIES TRAFFIC CONTROL PLAN SHEET 2 ® CATALYST CONTRACTOR: CONSTRUCTION CONTACT: Hardik Patel, Vice President, Pre -Construction, Catalyst, 847-687-4909, HPatel@catalystconstructiongrp.com PREPARED BY: Julian Morales, Elite Traffic Solutions LLC, elitetrafficsolutions@gmail.com, 206-922-9205, TCS # 12813, Expires 4/30/2025 V 1ICICII IVVMC . 1. All signs and spacing shall conform to The MUTCD and WAC. 2. Priority passage through the work area for emergency vehicles vehicles shall be provided at all times. 3. Alert Community Transit 5 days in advance 4. Protective vehicle recommended may be a work vehicle. 5. Devices should not encroach into adjacent lanes. 6. All signs min. 48 x 48 B/O unless otherwise specified. 7. Channelization devices are 28" reflective cones 8. All sign spacing may be adjusted to accommodate at -grade intersections and/or driveways. 9. Maintain Minimum 11' lane. �r ALL LANES REOPENED DURING NIGHT TIME HOURS N '1 7215 212TH ST SW CONTACT COMMUNITY TRANSIT CONSTRUCTION COORDINATOR AT: 425-353-7433 SIDEWALK CLOSED R9-9 R3-2 WHEN STEEL PLATES ARE USED, SIGNS NEED TO BE SET IN ADVANCE WARNING SEQUENCE ATALL TIMES. ROAD 2 3 < > < OTORCVCLES STEEL WORK .ae PLATES AHEAD CAUTION AHEAD W 20-1 W8-24 SIGN SPACING=X (FEET) (1) FREEWAYS & EXPRESSWAYS 55170 MPH 1500±(OR AS PER MUTCD) RURAL HIGHWAYS 60/65 MPH 8001± RURAL ROADS 45155 MPH 5001± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 2001(2) URBAN STREETS 25 MPH OR LESS 100'±(2) ALL SIGNS ARE 48" X 48" BLACK ON ORANGE UNLESS OTHERWISE (1) All spacing may be adjusted to accommodate interchange ramps at -grade intersections, and driveways. (2) This spacing may be reduced in urban areas to fit roadway conditions. SHALL MAINTAIN EMERGENCYACCESS AT ALL 72ND AV W 25MP f 12'}1 DETOUR F. www.invarl UTILITIES IMPACTS - 212TH ST SW START DATE: 03/18/22 - 04121 /2022 DURATION: 25 DAYS =B TRAVEL LANE - 80 X 10' = 800SF WORK W20-1 , -**:. - .owl 9 2TH ST SW 30MPH� 75' 11' 16' 10' SIDEWALK CLOSED C14ANNELIZING DEVICE SPACING (FEET) .•s��o�N�4��M� SIDEWALK clxoss HERE _ MPH TAPER TANGENT - /~♦��A'�� 7•P�� CLOSED �,00,��,►+o►�y�� R9-11 a (R) sono ao ao 4NV ' R9-9 35145 30 605 .�•.v r �'.►a goo+�'�i 25130 zo ao NOT TO SCALE ii j AO�� \�t4► a xw1*1�� MINIMUM TAPER LENGTH (L) IN FEET �r054.�j�j�j� A Lane Posted Speed (mph) (��x t A �s� �'o� t�*>�� (w►i0��4 Width ( � 03.29.2022 by: 25 30 35 40 45 50 55 60 65 70 Feet I•��._ _ e w� �c►t�� Elite Traffic Solutions �!�� -� i��►��►�� X 253.886.3057 10 105 150 205 265 450 500 550 ti • ^►O��Q Julian Morales PROJECT SITE ; 0000♦ 11 115 1s5 225 295 ass sso soy sso TCS#012813 r��'�'�:�r� ��5� 21200 72ND AV W �i�o�o�o�o�o�� s0000000e a A, M�Tat�s 12 125 160 zas 320 Sao soa sso 7zo Tao aao BUFFER DATA .�. ►..�0000 Legend BUFFER SPACE ♦7'� -rv- v. .�.� so,00es� ►,+��, _.�.�� >� � �%,��`� V�9•NW�O�� A��'S�,6�1�a�♦�� ROAD ►�� I %r_s ��`. ��'�� ►��ee'''�'®'�o� SPEED(MPH) 25 �h.� 35 40 45 50 5565�7301 _�ioioioioioisiooiioioi+iioAHEAD ®Arrowboard (Chevron)��LENGTH(FT) 155 250 305 360 425 495 570 fi45 ►��O��y�� j��BUS Stop PROTECTIVE VEHICLE WITH TMA ROLL AHEAD DISTANCE ��s�� ►�� •000000000000000000000s000��; w20-1 ��0000eo♦ ♦o��o��o��0000��000000s�o♦ >A000000�..\. ,0000000000000000000000•�oo�os � Cone ►-1��O�A � ��'��` TYPICAL PROTECTIVE VEHICLE STATIONARY OPERATION ♦ t. ��♦♦♦♦..♦♦♦♦♦�♦�♦�♦�♦�♦�♦�.�♦�♦�♦�♦��♦o��' TYPICAL PROTECTIVE VEHICLE � TYPE WITH TMA ( WITH TMA) LOADED WEIGHT (feet) - _ Pedestrian Detour (LBB) Project Site MINIMUM WEIGHT 15,000 LBS 201►�-22' 4 YARD DUMP TRUCK (MAXIMUM WEIGHT SHALL BE IN SERVICE TRUCK ACCORDANCE WITH 30 MIN EL Sign Stand FLAT BED, ETC. MANUFACTURER RECOMMENDATIONS Traffic Light ROLL AHEAD STOPPING DISTANCE ASSUMES DRY PAVEMENT _ "A PROTECTIVE VEHICLE IS RECOMMENDED REGARDLESS IF A TMA IS AVAILABLE, IF NO TMA IS USED, THE PROTECTIVE VEHICLE SHALL BE STRATEGICALLY LOCATED IN THE FIELD TO SHIELD Work Area I WORKERS AND NO ROLL AHEAD DISTANCE IS SPECIFIED. t ,rr All Signs & Spacing to conform to the MUTCD & The City of Edmonds Standards - reference WSDOT "Work Zone Traffic Control Guidelines M54-44.08 January 2021 " and WA