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ENG2021-0338 ROW PERMIT APPLICATIONRIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E6�. If any field is not applicable to your project, write "N/A' instead of leaving blank. All fields required. Incomplete Applications will be denied. SECTION A General• Project Name 55044204-440 Site Address or if no site address use Property Address at NW corner of project area: 7315 212th St SW Edmonds, WA 98026 Associated Permits: BLD PLN ENG Owner and Entity Holding Franchise (if applicable) Name of Company Franchise Ordinance No: Point of Contact Title Address City State Zip Phone Email Contractor and Authorized Agent of Owner Name of Company (see note below) Contractor Contacts During Construction Primary Name Agent Name Title Title Mobile Address Email City State Zip Secondary Name Phone Title Email Mobile City of Edmonds Business License No: Email State License No: Of Contractor verifies it is currently bonded V Contractor verifies it currently has general liability insurance NOTE: ECDC 18.6o. o2o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. ❑ Multifamily residential ❑ Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: ❑ Utility Franchise Work associated with development (check one of the above boxes as welt ❑ Traffic Control Only (no associated development) • Utility Franchise Work (no associated development) City of Edmonds ROW construction permit Application --Page i of 3 Updated 3/25/2021 Include an overall narrative description of the proposed work. Be specific and detailed: Describe infrastructure to be impacted, such as, poles, wires, conduit, utility mains, etc. Include whether this is construction, maintenance, or repair. Include description of proposed construction methods, (e.g., bores, trenches, overhead wires proposed, depth for underground utilities, etc.) Telecommunications and broadband provider Ziply Fiber totest fiber at a man hole on 212th st SW. There will be splicing of existing fiber on 212th st SW. There will also be a man hole access on the same east bound road of 212th st SW. This will close down the east bound right lane. Infrastructure that will be impacted will be the fiber in the man holes. This is maintenance and putting in a new utility. RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF I x LF SF none Alley 72 hours + LF Ix I LF SF none Parking 72 hours + LF Ix I LF SF none SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTIONC. 1. The work in the right of way is on or for the following type of facilities: VZtelecommunications ❑ cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm Details of • to be Completed 1. Does the utility owner have existing overhead infrastructure in the area of work? Yes x No 2. Will any equipment be added underground or above ground (e.. pedestals, vaults, etc.)? x If yes, describe: 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? x 4. Does the work involve rebuilding or relocating an existing aboveground utility system which connects a lot or commercial development to an existing underground common utility stem? x 5. Does the work involve proposed additions to an aboveground utility stem? If es: x Are the additions for the purpose of serving new commercial development? Are the additions for the purpose of serving a single-family residential subdivision? Details of • to be Completed Yes No 6. Does your project involve rebuilding or replacing utility equipment which currently serves more than one lot or commercial development? x If yes, answer the following questions related to project area, i.e. the actual area in which the project is proposed: 6a. Does your project involve wires/cables/lines? If yes: x How many are existing? I I How many are to be added? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 6b. Does your project involve poles? If yes: x How many poles are existing in the project area? What is the height of the existing poles? How many poles are to be removed? Are additional poles to be laced? How many? I I What is the height of the additionalpoles? 6c. Are any poles to be modified/rebuilt/replaced? If yes: x How many? I I What is the height of the poles after? Describe the modification rebuild: SECTION C Traffic Control and Public Safety. Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their possession. Restoration. Restoration shall be in accordance with City codes and Standards. All street cut trench work shall be patched with asphalt or City approved material prior to the end of the workday -NO EXCEPTIONS. Insurance. The City may require the owner or contractor to provide proof of insurance acceptable to the City prior to any permit approval. Indemnification. The Applicant agrees to defend, indemnify, and hold harmless the City of Edmonds, its officials, officers, employees, and agents against any injuries, damages, or claims of any kind or description whatsoever, foreseen or unforeseen, including defense costs and attorney fees, resulting directly or indirectly from any act or omission of the Applicant, its subcontractors, anyone directly or indirectly employed by them, and anyone for whose acts or omissions they may be liable, arising out of, related to, or by reason of the granting of this permit; and specifically including but not limited to all loss by the failure of the Applicant to fully or adequately perform, in any respect, all authorizations or obligations under the permit. These indemnification requirements shall survive the expiration, revocation, or termination of any resulting permit approval. Acceptance of terms, conditions, and requirements. Applicant accepts the terms, conditions, and requirements set forth in this Application and agrees they apply to any resulting permit and shall comply with them to the satisfaction of the City Engineer. Applicant further agrees to comply with the conditions listed on the Submittal Requirements; with all applicable city ordinances, including but not limited to ECDC Title 18; and with all applicable requirements of state and federal law. Statement of Applicant. I declare under penalty of perjury under the laws of the State of Washington that: I am a licensed and bonded contractor; the information provided herein is correct and complete; and I am authorized by owner to act on its behalf and have authority to bind the owner to this application. Fees. The Applicant is responsible for all permit fees. APPLICANT SIGNATURE: APPLICANT PRINTED NAME: APPLICANT TITLE: NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 0 06.2008 7FOAOAC 2422.201 I CERTFY TNAT THE WORK I COMPLETD ON THIS WORK ORDER AND AS -BUILT IS IN COMPLIANCE WITH FRONTIER QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP CHECKLIST. 2408' Xo,1R 36+ 7315 212TH ST SW, STE 104 W HLLKWAXX F7304,61-72 HLLKWAXX 915074 ¢ I N : X D,1 - 8+ 0 TOTAL ALLOTTED HOURS (X ) FT157,81+ N CONTACT SUPERVISOR IF ADDITIONAL HOURS ARE REQUIRED TO COMPLETE PROJECT ORDER # PSR 3394119 XD,10-22+ 1 CAP. X-TIME MAINT ______ HLLKWAXX FT157,23-24 v 100 MEG CREW o 0 0 OUT: 3 INTEGRATED REHABILITATION SPLICING I o 0 0 W.O. DRIVER CONSTRUCTION START W GROUP I S16A TEST FIBER Q SITE LOON: MATT STEWART M ETHERNET 1U25/2o IN SERVICE DATE FROM MPOE TO HLLKWAXX 425-686-7664 D CIAC Z matt.stewary@Irgpt.com 12/10/20 N i D OTHERE BLDG TRM 100PR PROT 100 2422.101 CONSTRUCTION C95ES D602 ��� C95ES 26,1301-1400 %�' C. O• 0 FLAGGING O BRUSHING 0 CONTRACTOR PERMITS SPLICE FIBER •Q MUNICIPALITY M: 720 09.2008 A9 D BLANKET RBN 0 ® TCP/TRAFFIC XD,1-8+ S72A MH SETUP ® DETAILED (NOT BLANKET) (XD,9) FT157,81+ I � CITY OF EDMONDS PERMIT 2422201 D NO PERMIT REQUIRED JOINT POLE REQ'D TO ACCESS CITY OQUIRED DS HLLKWAXX FT157,23224 I ® S50A MH HLLKWAXX 7 FN/NJUN0 ®NO JPN REQUIRED / I I 553 06.2007 I POLE JOIN JPN OWNER TO FROM — I YGD D D DDOWER =_—==----__ ------===----- I HLLKWAXX FT157,1-96 CATV 0 0 o FRONTIER ��— —� ---- __ --- -----___—_---- —_—_—_—_—_-- ACCOUNT CODES ----_—_—_—_—_ __ -�----�—�— 0 2411.001 POLES 0 2422.201 UG FIBER _____ —_—_ 212TH ST 0 -- 02421.1 DI OH COPPER 02441.001 CONDUIT 0 2421.201 OH FIBER 0 34XX.XXX REMOVAL __ SW (212TH ST SW) I Y Cl 2422.101 UG COPPER D 64XX.XXX MAINT. I I POINT OF CONTACT 1640 06.200 i I SITE CONTACT: MATT STEWART YGD 96 I 4zs-ss HLLKWAXX FT157,1-22+ i I 980 06.2007 SCHEDULING: JOHNOHN WOOD PHONE 425-261-1612 XD,23-24+ YJD 24 ENGINEER: MIKE HAKAHAN i IIII HLLKWAXX FT157,25-28+ XD,1-4+ PHONE: 425-949-0230 FACILITIES: SHAWNCONKLIN i XD,29-30+ HLLKWAXX FT157,29-30+ PHONE: 425-263-4010 FIELDED BY: N/A HLLKWAXX FT157,31-60+ XD,7-24 HLLKWAXX FT304,61-72+ • iHLLKWAXX FT157,73-96 ziplyfiber HLLK 100 MEG INTEGRATED i REHABILITATION 7315 212TH ST SW I PROJECT 5504204-440 C.O. AREA'. 962 NUMBER. EXCH. CODE: 51419 DRAWN DATE: ENGR: M. HAKAHAN NTY: SNOHOMISH 8111/21 I PHONE: 425-949-0230 FILE: ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, MAKES NO REPRESENTATION AS TO ITS' GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A - 01 (10) MM N 41 O ATCO COMMUNICATIONS SERVICES, LLC www.atcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 WSTCS# 012911 zilyfiber p Everett, WA 98206 N Q O H N 0 U H Ln Ln CV Ln r I O cq W � Ln (V r n V / 1 W O o U Z W W o Q W Z a a DATE: 8.19.2021 DESIGNED BY. S. UNGERECHI ATCO CONTACT: 206.516.9038 stephen.ungerecht@atcotelecom.com SCALE: NOT TO SCALE SHEET: 01 NO: 1 OF 5 72ND A VE W (25 MPH) 72ND A VE W (25 MPH) ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, MAKES NO REPRESENTATION AS TO ITS' GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A - 01 (10) WORK DETAILS: SET UP MANHOLE w SPOTTER NEEDED FOR PEDESTRIAN s TRAFFIC AND DRIVEWAY ACCESS. 250' WORK BUFFER SPA AREA _O O _ 0— LEGEND: OS SIGNALIZED INTERSECTION O CONE (CANDUMCK) ® TYPE III BARRICADE WORK TRUCK WORK ZONE UM17S WARNING SIGN • • (WHOQ'MUIRED) rNO PAOVEMENT MMARIOC NGS) (ASS NNMM) BUFFER AREA LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 64 70 LENGTH (feet) 155 200 1 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE = R HOST VEHICLE WEIGHT (Ibs) 9,900 TO 22,000 HOST VEHICLE WEIGHT (Ibs) > 22,000 < 45 MPH 45 - 55 MPH > 55 MPH < 45 MPH 45 - 55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' NOTE: MON. - FRI. = 7:00am TO 4:00pm PHASE 1- ATCO COMMUNICATIONS SERVICES, LLC www.atcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 WSTCS# 012911 D ze i l f i b e r �y I = Everett, WA 98206 225' MERGING TAPER (L) 212TH ST SW F- 0 � z 3 (35 MPH) z Q Q U rn I-___ II N N a V r- 0 SIGN LEGEND: ROAD RIGHT LANE WORK CLOSED AHEAD AHEAD > <* < W20-1 W4-2L W20-5R CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 600 650 700 11 115 165 225 295 495 550 605 660 715 770 12 125 180 245 320 540 600 660 720 780 840 SIGN SPACING = X (1) FREEWAY & EXPRESSWAYS 55 / 70 MPH 1500' ± RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' ± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. C) L0 Ov v = IFl-I IFl-I I= Irn Irn W N N I ,_ Z < 4i o Q < W W Q � Z a a DATE: &19.2021 DESIGNED BY: S. UNGERECHI ATCO CONTACT: 206.516.9038 stephen.ungerecht@atcotelecom.com SCALE: SHEET- 1 40: 22 NO: 2OF5 70ND AVE W (25 MPH) LLJ z 1 tJ cJ 1V11 1 1 =I U Q ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, MAKES NO REPRESENTATION AS TO ITS' GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION, APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A - 01 (10) BUFFER AREA LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 64 70 LENGTH (feet) 155 200 1 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE = R HOST VEHICLE WEIGHT (Ibs) 9,900 TO 22,000 HOST VEHICLE WEIGHT (Ibs) > 22,000 < 45 MPH 45 - 55 MPH > 55 MPH < 45 MPH 45 - 55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' NOTE: MON. - FRI. = 7:00am TO 4:00pm CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 600 650 700 11 115 165 225 295 495 550 605 660 715 770 12 125 180 245 320 540 600 660 720 780 840 PHASE 1 WORK DETAILS: 0 TEST FIBER FROM EXISTING MP❑E w SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS. N 6 SIGN LEGEND: ROAD RIGHT LANE < > <* WORK CLOSED AHEAD AHEAD W20-1 W4-2L W20-5R LEGEND: O SIGNALIZED INTERSECTION O CONE (CANDLESTICK) TYPE III BARRICADE WORK TRUCK WORK ZONE LIMITS MUM WARNING SIGN WHERE REWIRED) (NOT PAVEMENT MEENTT MMAARKINGS) (ASGGER NEEDED) SIGN SPACING = X (1) FREEWAY & EXPRESSWAYS 55 / 70 MPH 1500' ± RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' ± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 0 ATCO COMMUNICATIONS SERVICES. LLC www.atcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 WSTCS# 012911 zilyfiber p Everett, WA 98206 0 �R: w Q z 3 Q H N U H Ln L N Ln I 0 n V) 04 J 0 O L N z O U N I, LL � G z -C I; i O Q W W Q � Z a a DATE: &19.2021 DESIGNED BY: S. UNGERECHI ATCO CONTACT: 206.516.9038 stephen.ungerecht@atcotelecom.com SCALE: SHEET- 1 40: 03 NO: 3OF5 SIGN LEGEND: ROAD RIGHT LANE CENTER LAN WORK CLOSED CLOSED AHEAD W20-1 AHEAD AHEAD W4-2L W20-5R W20-51C I i W20-1 \W20-5C /--350 1­350— WORK DETAILS: 0 SPLICE FIBER (D TEST FIBER FROM EXISTING MP❑E w SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, ANY WORK AFFECTING TRANSIT ❑PERATI❑NS OR FACILITIES: CONTACT CIC @ 206-477-1140 PR❑VIDE ONE WEEK N❑TIFICATI❑N FOR BUS STOP IMPACTS ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, MAKES NO REPRESENTATION AS TO ITS' GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A - 01 (10) BUFFER AREA LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 64 70 LENGTH (feet) 155 200 1 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE = R HOST VEHICLE WEIGHT (Ibs) 9,900 TO 22,000 HOST VEHICLE WEIGHT (Ibs) > 22,000 < 45 MPH 45 - 55 MPH > 55 MPH < 45 MPH 45 - 55 MPH > 55 MPH 100, 123' 172' 74' 100, 150' NOTE: MON. - FRI. = 7:00am TO 4:00pm N PHASE 2 b 250' BUFFER SPA DRIv M CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 600 650 700 11 115 165 225 295 495 550 605 660 715 770 12 125 180 245 320 540 600 660 720 780 840 LEGEND: o COW« ® TYPE ■ BARRN:ADE wow TRUac WORK ZONE LU75 Mum WARMNO SON • � • REQUIRED) T M PE ApGP�AVO— (� �) 0 ATCO COMMUNICATIONS SERVICES, LLC www.atcotelecom.com 360.563.9000 708 First Street Snohomish, WA 98290 WSTCS# 012911 c) zi I fiber I Everett, WA 98206 z W z 3 w o Q U I H O N 0 v v DRIVEW rn • G J O l�Jv Cn SIGN SPACING = X (1) FREEWAY & EXPRESSWAYS 55 / 70 MPH 1500' ± RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS & URBAN ARTERIALS 25 / 30 MPH RESIDENTIAL & BUSINESS DISTRICTS 200' ± (2) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 1(jj Nl_/ Ln N r L � I 0 n 0 J 0 I­_O 2 O L N N z O U N tq LL o z -C L, i o Q W W Q � Z a a DATE: &19.2021 DESIGNED BY: S. UNGERECHI ATCO CONTACT: 206.516.9038 stephen.ungerecht@atcotelecom.com SCALE: SHEET- 1 4 0: 04 NO: 4OF5 N SIGN LEGEND: PHASE 2 ROAD RIGHT LAN> <( < E CENTER LANE ATCO COMMUNICATIONS SERVICES, LOLC WORK CLOSED CLOSED www.atcotelecom.com AHEAD AHEAD AHEAD WORK DETAILS: 360.563.9000 708 First Street Snohomish, WA 98290 W20-1 W4-2L W20-5R W20-5C ( SPLICE FIBER WSTCS# 012911 jOoW20-1J� TEST FIBER FR❑M EXISTING MP❑E�' I fiber SP❑TTER NEEDED F❑R PEDESTRIAN � TRAFFIC AND DRIVEWAY ACCESS, Everett, WA 98208 W ANY WORK AFFECTING TRANSIT 225' OPERATIONS OR FACILITIESi CONTACT W 350' 350' 350' CIC @ 206-477-1140 MERGING TAPER (L) PR❑VIDE ONE WEEK N❑TIFICATI❑N FOR 3 BUS STOP IMPACTS II 212TH ST SW w Q 0 0 0 0 0 (35 MPH) W4-2L� W20-5R W20-1-\ N = o Ln N N DRIVEWAY Ln N r W o Ln Imo- —• •_ >_ • • • — M ON o - - C� Lei L o > _ N_ N DRIVEWA ml 0�00��00 O LEGEND: U W I O SIGNAUZ D INTERSECTION w 4 C� (CAN XESI� o U Q ON ® TYPE MI BARRICADE to I� W W q W WOW TRUCK i G ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, C\Q �- MAKES NO REPRESENTATION AS TO ITS' GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. VIM ZONE UMrM Z < Iyj W20-1 APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY YyARNMID SIGN 0 Q Q ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN Q Z U SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A - 01 (10) BOARD .� • • • REQUIRED) U Q� PAVE ENT YARIONOS) a a L �M) DATE: &16.2021 NOTE: MON. - FRI. = 7:00am TO 4:00pm-2::ATCO CONTACT: 206.516.9038 stephen.ungerechtC�atcotelecom.com SCALE: SHEET- WIDTH 1)= 40� Ob NO: 5OF5 DESIGNED BY: S. UNGERECHI FREEWAY &EXPRESSWAYS 55 / 70 MPH 1500' ± RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS &URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS &URBAN ARTERIALS 25 / 30 MPH 200' ± (2) RESIDENTIAL &BUSINESS DISTRICTS BUFFER AREA LONGITUDINAL BUFFER SPACE = B POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 64 70 LENGTH (feet) 155 200 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DEVICE = R 9,900 TO 22,000 > 22,000 < 45 MPH 45 - 55 MPH > 55 MPH < 45 MPH 45 - 55 MPH > 55 MPH CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 5/30 20 40 MINIMUM LANE CLOSURE TAPER LENGTH = L (feet) LANE POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 600 650 700 11 115 165 225 295 495 550 605 660 715 770 SIGN SPACING = X (1) URBAN STREETS 25 MPH OR LESS 100'± (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACE MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS.