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ENG2022-0141 ROW PERMITOF EI�� ~ � O RIGHT OFPERMIT City of Edmonds PERMIT NUMBE Edmonds WA 9:1 1 �1 i gad • - • • • • • 022401 Description: ZIPLY-OVERLASH FROM HUB TO POLE UG INTO SELECT SHORT PLAT ISSUED: 07/05/2022 Address: 1012 WALNUT ST EDMONDS WA 98020-3336 EXPIRES: 01/05/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 27032500100500 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT VICTORIA COMER 708 FIRST STREET STE N-100, SNOHOMISH WA 98290 (830)513-6614 CONTACT ZIPLY 708 FIRST STREET, SNOHOMISH WA 98290 (402)670-8384 CONTRACTOR ZIPLY FIBER 1800 41ST ST, EVERETT WA 98201 (425)949-0230 OWNER JEFFREY KEEGAN 8304 212TH ST SW, EDMONDS WA 98026 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $40.00 ENGINEERING INSPECTION FEE $110.00 $110.00 RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $330.00 • REQUIREMENT TYPE NOTES TRAFFIC CONTROL 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 posession. RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday - No Exceptions WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM 24 HR NOTICE REQUIRED The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 07/05/2022 RELEASED BY DATE Printed: Tuesday, July 05, 2022 2:49:24 PM 1 of 2 OF EpM RIGHT OFPERMIT � � O PERMIT NUMBER, City of Edmonds Edmonds WA 98020 CONDITIONS CONDITION TYPE NOTES ALERT RESIDENTS ALERT AFFECTED RESIDENTS AND OR BUSINESSES PRIOR TO WORK START. It is the owner's responsibility to repair/replace all damage of utilities or frontage improvements in DAMAGE TO FRONTAGE City right of Ways or Easements to City Standards caused by or occurring during the permitted IMPROVEMENTS project. MAINTAIN EROSION AND SEDIMENTATION CONTROL PER CITY AND SWMMW STANDARD ESC REQUIREMENTS REQUIREMENTS. SCHEDULE REQUIRED INSPECTIONS AS NOTED THROUGH MY BUILDING PERMIT. INSPECTIONS www.mybuildingpermit.com POTHOLING VERIFY CLEAR BORE CROSSINGS. RESTORE LANDSCAPE Restore landscape to like or better conditions Sound or noise originating from temporary construction sites as a result of construction activity are exempt from the noise limits of ECC Chapter 5.30 only during the hours of 7:00am to 6:00pm on SOUND AND NOISE weekdays and 10:00am and 6:00pm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites and activities must comply with the noise limits of Chapter 5.30, unless a variance has been granted pursuant to ECC 5.30.120. TRAFFIC CONTROLS Traffic Control per approved plan and MUTCD. All Flaggers shall be certified. All utilities shall be located prior to any excavation. New locates shall be called for if at time of UTILITY LOCATES excavation, original locates are no longer identifiable. INSPECTIONS INSPECTION TYPE DATE RESULT COMPLETE A-1 JOB START X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL Printed: Tuesday, July 05, 2022 2:49:24 PM 2 of 2 Lti�y of EDA404O� RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal l'vc. Ise0 Requirements outlined in Right -of -Way permit Handout E63. 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 Info Project Name 5511807 Site Address or if no site address use Property Address at NW corner of project area: 1012 WALNUT ST, EDMONDS, WA 98020 Associated Permits: BLD PLN ENG Owner and Entity Holding Franchise (if applicable) Name of Company Ziply Fiber Northwest, LLC Franchise Ordinance No: WN U-17 PointofContact Mike Hakahan Title Engineer Address1800 41 st St., Ste. N 100 city Everett State WA zip 98203 Phone 425-949-0230 Email mike.hakahan@ziply.com AuthorizedContractor and Agent •below) Name of Company Ziply Fiber Northwest, LLC Primary Name Mike Hakahan Agent Name Mike Hakahan Title Engineer Title Engineer Mobile 425-949-0230 Addressl800 41st St. Ste. N100 Email mike.hakahan@ziply.com city Everett I State WA zip 98203 Secondary Name VICTORIA COMER Phone 425-949-0230 Title PERMIT - NETWORK DESIGN ENGINEER Email mike.hakahan@ziply.com Mobile 830-513-6614 City of Edmonds Business License No: 313-013-420 Email victoria.comer@ziply.com State License No: ZIPLY*80OL5 0 Contractor verifies it is currently bonded Contractor verifies it currently has general liability insurance NOTE: ECDC 18.6o.02o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. n Multifamily residential ❑ Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: m Utility Franchise Work associated with development (check one of the above boxes as well) ❑ Traffic Control Only (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 ❑ Utility Franchise Work (no associated development) Project Description 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.) Overlash fiber optic cable along Walnut St. from pole 52 to pole 40. Pull fiber through existing underground conduit from pole 40 to private property. RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + 300 LF x 5 LF 1500 SF 1 DAY Alley 72 hours + o LF x o LF o SF Parking 72 hours + o LF x 0 LF o SF SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTION C. 1. The work in the right of way is on or for the following type of facilities: * telecommunications ❑ cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm 1. CompletedDetails of Work to be Does the utility owner have existin overhead infrastructure in the area of work? X • 2. Will any equipment be added underground or above ground (e.g. 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 system? X 5. Does the work involve proposed additions to an aboveground utility system? If es: x Are the additions for the purpose of serving new commercial development? X Are the additions for the purpose of serving a single-family residential subdivision? Details of • to be Completed Me 6. Does your project involve rebuilding or replacing utility equipment which currently serves more X than one lot or commercial development? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 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? 1 2,512 COMMON UTIL I How many are to be added? 1 12 FO ZIPLY 6b. Does your project involve poles? If yes: 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: 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: �'` �`Q &. APPLICANT PRINTED NAME: VICTORIA COMER APPLICANT TITLE: PERMIT - NETWORK DESIGN ENGINEER NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE 04/01./2022 City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 SELECT HOMES 1012 WALNUT ST, EDMONDS, WA 98020 JOB# 5511807 47.80664,-122.36387 THIS JOB WILL OVERLALSH (1) 12 PORT TERMINAL FROM HUB 5016 TO POLE 40 AND IN DEVELOPERS PROVIDED TRENCH TO NEW HH TO FEED 4 NEW HOMES. WORK WILL ALSO RESOLVE A TRESPASS ISSUE FOR 3 EXISTING HOMES BY REROUTING THEIR CONDUIT PATH TO THE NEW VAULT AND RE -FEEDING FROM THE NEW TERMINAL. ** CAUTION ** MULTIPLE VOLTAGE POWER CIRCUITS OVERHEAD µ wied ay; buleoilddV p sm000 si }ey; spiepus 7(}io Jad 6u 41!0 ul s;uaanoJdwi I; ao sal;ili�n o;bewep aJ/Jiedej pegs fill Nu'/'ffl CALL BEFORE YOU DIG y IJJiV� � v v �.a �♦ �a.r �.a a.a �.a v NOISIAIG ONI?J33NISN3 1N3W12idd30 SDOIA2 3S 1NEAd013AE0 APR 04 2022 MUNICIPALITY: CITY OF EDMONDS ❑ BLANKET ❑NO PERMIT REQUIRED ® TCP/TRAFFIC ® DETAILED(NOT BLANKET) JOINT POLE JFN/NJUNS TICKET # POLE OWNER: TO: CONSTRUCTION REQUIREMENTS ❑ FLAGGING ❑ BRUSHING [I CONTRACTOR SCHEDULING: JOHN WOOD 425-261-1412 ENGINEER: MIKE HAKAHAN 425-949-0230 FACILITIES: SHAWN CONKLIN 425-263-4010 CUSTOMER CONTACT: GARY KLICK 206-730-0670 CALL BEFORE YOU DIG! - 811 role] ►619tiff" IINI►[.1 /1 45 IN SERVICE DATE: I CERTIFY THAT THE WORK I COMPLETED ON THIS WORK ORDER AND AS -BUILT IS IN COMPLIANCE WITH ZIPLY FIBER QUALITY STANDARDS AS IDENTIFIED ON THE IPQIP CHECKLIST. (SIGNATURE AND DATE) UNITS/ACCT CODES II REVISIONS I ziply 5511807-GF-BF=7 1012 WALNUT ST 1012 WALNUT ST PROJECT 5511087 C.O. AREA, HALLS LAKE EXCH. CODE: 51419 1 DRAWN DATE: 1/26/2022 ENGR: MIKE HAKAHAN PHONE: 425.949-0230 CNTY: SNOHOMISH FILE: 51419-5511807.DWG SCALE, 1:88.6 TAX DISTRICT: I DWG 1 OF 4 TWNSHP:27N RN& 3E ISEG 25 30213 0R:13NMO : 02/02/2022 FDT12P2000FT-12 1 FTTPPIGTAIL2000FT-12 1872 UNITS /ACCT CODES REVISIONS APR 04 2022 5511807-GF-BF=71012 WALNUT ST 1012 WALNUT ST PROJECT 5511087 C.O. AREA: HALLS LAKE EXCH. CODE: 51419 DRAWN DATE: ENGR: MIKE HAKAHAN CNTY: SNOHOMISH 1N3Wl2it/d3a S30IMJDS 112612022 PHONE:425-949-0230 FILE: 51419-5511807.DWG 1N3WdO13AM SCALE: 1:100 TAX DISTRICT: DWG 2 OF 4 SGNOWa3 30 �IlIO 2 1TWNSHP7 27N RNG: 3E SEC: 25 Tabulation Report r--------------- FTTP MULTIPORT 12 HLLKWAXX H5016,403-413+ XD,12 I I I 0 RBN 72 HLLKWAXX FC1031,277-330+ XD,55-72 @° 96—FIBER 96 HLLKWAXX FT500,1— 48+ XD,49-96 A v v I Milm 0� 0 --------------- ALDER ST-------- OVERLASH 1- 12 PORT TERMINAL FROM HUB H5016 TO POLE 40 (JUST PAST 10TH S) AND INTO DEVELOPERS PROVIDED CONDUIT TO FEED 4 NEW HOMES. WORK WILL ALSO RESOLVE A TRESPASS ISSUE FOR 3 EXISTING HOMES BY REROUTING THEIR CONDUIT PATH TO THE NEW VAULT AND RE -FEEDING FROM THE NEW TERMINAL. APR 04 2022 **CHANG COUNT* 1N i'cIVd34 S301A2i3S N3AdOl3n3a RBN 144 INOAGD _�O )\ilO HLLKWAXX H5016,1-13 + (HLLKWAXX H5016.14-20) XD,14-20+ HLLKWAXX H5016. 21-120+ XD,121-144 RBN 288 0 YJD 0 QG YJD O HLLKWAXX HLLKWAXX FC1031,1-276+ HLLKWAXX FC1031,1-348+ I I 96—FIBER 96 bi > H5016,121-396+ XD,277-342+ XD,349-360 HLLKWAXX FT500,1-48+ a XD,277-288 HLLKWAXX FC1031,343-348+ N I XD,49-96 XD,349-360 > 00 Q CO. — — — — — — — — — — — — WALNUT ST w g52 G — — H P50 I ------------ P49 P48 P47 ---- --------�- _ P46 P45 0 ----- (D 15 ' --- ----- - 157' 12 127' --- --- HLLKWAXX H5016O I 118' w Q co FDH 48/432 IN:HLLKWAXX FC1031,331-334+ XD,128-439+ HLLKWAXX FC1031,335-342 OUT: HLLKWAXX H5016,1-432 HLLKW XX IN: HLLKWAX 5268 C H5016,414-4 -------------�-----CEDAR ST — — — — -- I I I I I I I COPPER CABLE REMOVED FOR CLARITY — - — - — - AERIAL FIBER TCA UNDERGROUND FIBER FIBER TO EXISTING UNLESS RWISE NOTED. N•OWH AD e� I 0 A13:03U II UNITS/ACCT CODES I REVISIONS ziply 5511807-GF-BF=7 1012WALNUT ST 1012 WALNUT ST PROJECT 5511087 C.O. AREA, HALLS LAKE SPRUCE ST -- NUMBER: EXCH.CODE: 51419 DRAWN DATE: ENGR: MIKE HAKAHAN CNTY: SNOHOMISH 1/26/2022 PHONE:426.949-0230 FILE: 51419-5511807.DWG I 3 SCALE, 1:100 ITAX DISTRICT: DWG 3 OF 4 TWNSHR 27N IRN& 3E SEC: 25 0 96-FIBER 96 HLLKWAXX FT500,1- 48+ XD,49-96 0 YJD HLLKWAXX FC1031,1-348+ a XD,349-360 _ 0 I -------------- ALDER ST RBN 144 HLLKWAXX H5016,1-13 + (HLLKWAXX H5016.14-20) XD,14-20+ HLLKWAXX H5016. 21-120+ XD,121-144 0 K PLACE 2422.201 C9FTP-FT-951802 FDT 12 PORT 2000 HLLKWAXX H5016,14-20+ XD,8-12 (D 96-FIBER 96 HLLKWAXX FT500,1-48+ XD,49-96 CONTACT: GARY KLICK 206-730-0670 CONDUIT AND HANDHOLES PLACED BY DEVELOPER ON W0913397 = WALNUT ST (29 UT-------------_ NOSPLC WALNUT ST O0 A1N� P44 G P43 D H ACCTCHbFILY----------------_ �� m P�42 P40 RISER 35' 154' HLLKWAX 85331 HLLKWAX H5016,106-112+ XD,8 CEDAR ST I EXISTING 1.50' I?� IF FP NEEDS TO ROLL PIPE BE RELOCATED, FROM P40 TO EXTEND EXISTIN FP I p CONDUITS FROM (1 SVC DROP) I cal FP TO NEW HH AND ELIMINATE EXISTING 1.25- THE FP. ROLL PIPE I _________ --------- -----17X30 1000 1016 f' 1008 I 15X20 ~ 1010 - 1004 ! 1 1014 1006 OPTION 1 EXISTING BURIED FIBER DROP TO 1010 WALNUT ST. THIS DROP NEEDS REROUTED. EXPOSE BURIED DROP AND REDIRECT TO HH FOR CUTOVER TO NEW 12 PORT MST. OPTION 2 PULL NEW SECTION OF FIBER DROP FROM FP THRU NEW 2' CONDUIT TO HH. GATER SPLICE DROP AT FP. EXPOSE EXISTING BURIED FIBER DROP AND REDIRECT TO HH AND GATER SPLICE SPRUCE ST TO NEW DROP_ - - - WORKING SERVICE @ 1010 WALNUT ST. C9FTP H5016,104 TERMINAL FT-85332 I •* CAUTION *" 811� MULTIPLE VOLTAGE POWER CIRCUITS OVERHEAD � )a oU�O CALL BEFORE YOU DIG COPPER CABLE REMOVED FOR CLARITY �El i'cIVd34 S301A2JDS AN3Ad013n3a AERIAL FIBER m S NOAGA -�O J.110 -------- UNDERGROUND FIBER I III LASH FIBER TO EXISTING IWII II CABLE UNLESS OTHERWISE NOTED. TERMINAL NAME: C9FTP FT-951802 -9AG OMI PLACEMENT: UG (12 PORT 2000FT) H5016,14-20 TERMINAL ADDRESS: 1008 WALNUT ST APR 04 2022 STRAND ADDRESS UNITS/ACCT CODES I 14 1000 WALNUT ST 15 1004 WALNUT ST 16 1006 WALNUT ST 17 1008 WALNUT ST 18 1010 WALNUT ST 19 1014 WALNUT ST -N 1016 WALNUT ST Ld I �o Q II REVISIONS I 'X ' - ziply 5511807-GF-BF=7 1012 WALNUT ST 1012 WALNUT ST I I PROJECT NUMBER: 5511087 C.O. AREA, HALLS LAKE EXCH.CODE: 51419 DRAWN DATE: 1/26/2022 ENGR: MIKE HAKAHAN PHONE:425.949-0230 CNTY: SNOHOMISH FILE: 51419-5511807.DWG SCALE, 1:100 TAX DISTRICT: DWG 4 OF 4 TWNSHR 27N RN& 3E SK 25 1 . i / fi / E / Iw G hw , 1• ymm a RECEIVED Jun 01 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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) .................. a S Edmonds < Driftwood Players s c/-eek Dayton St Dayton St a = ........... •.�Shell•0, Maple Way Maple Way Sim L Nek ," Maple St Maple St MapleS? •-•-•--..."-•'•->., '•:. Yost -Park Road- w PHASE 2 Yost Pool Alder St St PHASE 3 a 7AIder ti I�. etter Living Retreat C�r°w9 ti ��Iltark Tennis W nut St Wal ut St Walnut St Walnut St and Pickleball Courts m M °�� •1012 Walnut St, f dy Edmonds, WA 98020 Cedar St Cedar PI 6° < < Way w PHASE 1 A rn �R1Oe S' sptire o Spruce St o �, B°`"d°�„ ,wa Spruce r" 'o N < < .o � f ? Laurell-n ,D r Hemlock vd,ry fD a rA VICINITY MAP N AlO ATCO COMMUNICATIONS SERVICES, LLC www.otcoteiecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPIy fiber Everett, WA 98206 t` 000 0 O Co c! Li 3 a LO < u a a U) z = C � to O �W WLLJ Z J � U) 0 UI L1J W O 0 Z QZ H L) 00 rV r=n V / O Ikf LU 0 U w w m ZQ U U Z O LLI Q of � ULLI Z 0- d O LL DATE: 05.30.2022 REVIEWED BY: J. MILLER WSTCS# 012911 DESIGNED BY: J. RODRIGUEZ ATCO CONTACT: 714.675.2523 jose.rodriguez®atcotelecom.com SCALE: SHEET: NOT TO 01 SCALE NO: 1 OF 7 LEGEND: SO SIGNALIZED INTERSECTION OCONE (CANDLESTICK) TYPE III BARRICADE WORKTRUCK WORK ZONE LIMITS OWE WARNING SIGN ARROW BOARD REQUIRED) (WHERE DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) • . FLAGGER (AS NEEDED) W20-1-` I W21-5 ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, OAKES 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) SIGN LEGEND: ROAD SHOULDER WORK WORK AHEAD > < W20-1 W21-5 WORK DETAILS: (D AERIAL ❑VERLASHING, SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, IF SIDEWALK CLOSURE NEEDED, PEDESTRIAN DETOUR REQUIRED. DIRECT PEDESTRIANS TO CROSS AT NEAREST DESIGNATED CROSSWALKS. WALNUT STREET (25 MPH) 0 P50 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. NOTE: MON. - FRI. = 7:00am TO 4:00pm O _777 +__ PHASE 1 ENGINEERING DIVISION ...,7TED p(I 16/22/2022 -.• OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE CHANNELIZATION DEVICE SPACING (feet) MPH F TAPER r TANGENT 50 / 70 40 1 80 35/45 30 60 25/30 20 40 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8 40 40 60 90 120 130 150 160 170 190 10 40 60 90 90 150 170 190 220 1 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8' b rw 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. O ATCO COMMUNICATIONS SERVICES, LLC www.otcoteiecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 1 00 o o U) Lu 3 ��; z z Il 0_ z Q Q U) zo 0 o z W w L Q N O o 0 Z Z r Cz 0 Q z LO O U U w w m 0 7) z o Q z 0 CZ w 0 0 Z of � 0 � D- CL I LL DATE: 05.30.2022 REVIEWED BY: J. MILLER WSTCS# 012911 DESIGNED BY: J. RODRIGUEZ ATCO CONTACT: 714.675.2523 jose.rodriguez®atcotelecom.com SCALE: SHEET: = 4F 02 NO: 2OF7 LEGEND: SO SIGNALIZED INTERSECTION OCONE (CANDLESTICK) TYPE III BARRICADE WORKTRUCK WORK ZONE LIMITS OWE WARNING SIGN ARROW BOARD REQUIRED) (WHERE DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) • .� ER (AS NEEDED) (AS NEEDED) • WORK DETAILS: (D AERIAL ❑VERLASHING, SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, 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) (L/3) W20-1 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 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' L ' 47 PHASE 1 SIGN LEGEND: IF SIDEWALK CLOSURE NEEDED, PEDESTRIAN DETOUR REQUIRED. DIRECT PEDESTRIANS TO CROSS AT NEAREST DESIGNATED CROSSWALKS. II II II I� CC� II G I�X�� W20-1 uiu"f"u"u'I SIDEWALK SIDEWALK I DRIVEWAY F SIDEWALK Y DRIVEWAY III' Y I m T CAI Q !L Lu Lu I D waL II �� II I W20-1 II 0) > I II I NOTE: MON. - FRI. = 7:00am TO 4:00pm P46 WALNUT STREET (25 MPH) CHANNELIZATION DEVICE SPACING (feet) MPH F—T—A—P—E—R—r TANGENT 50/70 40 180 35/45 30 1 60 25/30 20 1 40 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 1 70 8 40 40 60 90 120 130 150 160 170 190 10 40 60 90 90 150 170 190 220 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8' b ROAD SHOULDER WORK WORK AHEAD > < W20-1 W21-5 DR P 45 41"a __N ATCO COMMUNICATIONS SERVICES, LLC www.otcoteiecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 1 0 U) 00 0 � LO �z > Q U) o � z o 0 g xs �W W I-f� Lu c� 0 z C� Z N � 0 c, 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. 3 z a U H U) z z J N O Iz C) 0 00 z LO L O U U NQ 1� w � z LL1 _J LL DATE: 05.30.2022 REVIEWED BY: J. MILLER WSTCS# 012911 DESIGNED BY: J. RODRIGUEZ ATCO CONTACT: 714.675.2523 jose.rodriguez®atcotelecom.com SCALE: SHEET: = 4F 03 NO: 3OF7 LEGEND: OSIGNALIZED INTERSECTION OCONE (CANDLESTICK) TYPE III BARRICADE WORKTRUCK WORK ZONE LIMITS OWE WARNING SIGN ARROW BOARD REQUIRED) (WHERE DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) .� FLAGGER (AS NEEDED) (AS NEEDED) a P48 WORK DETAILS: O2 AERIAL ❑VERLASHING, • SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, W4— W20-7 a 7A I WORK AREA X C TWORAFFIC ONETAPAY 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 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' 0 00 0 0 n J s I 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) �o IF SIDEWALK CLOSURE NEEDED, PEDESTRIAN DETOUR REQUIRED. DIRECT PEDESTRIANS TO CROSS AT NEAREST DESIGNATED CROSSWALKS. y a WALNUT STREET (25 MPH) SIDEWALK 10' MIN. a � 7A 2R 5L 1 NOTE: MON. - FRI. = 7:00am TO 4:00pm TWO RAFFEC` OAPERAY W20-7 PA- W20- N PHASE 2 b SIGN LEGEND: ROAD ONE LANE LEFT LANE WORK ROAD CLOSED R •� AHEAD AHEAD AHEAD W20-1 W20-4 W20-51L W4-2R W20-7A CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 60 25/30 20 40 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 1 70 8 40 40 60 90 120 130 150 160 170 190 10 40 60 90 90 150 170 190 220 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8' 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. O ATCO COMMUNICATIONS SERVICES, LLC www.atcoteiecom.com 360.563.9000 708 First Street �11 Snohomish, WA 98290 J ziPylfiber Everett, WA 98206 1 0000 o O U) W 3 p ��; z z a U) z a = 0 Q U) v7 z 0CL_�f o � z W w w Q I- U) 04 0 o 0 z H Z r Q o " z Lo O U U LU W LL LL m 0 z U Q U z O cz w z of D- � CL ULLI o LL DATE: 05.30.2022 REVIEWED BY: J. MILLER WSTCS# 012911 DESIGNED BY: J. RODRIGUEZ ATCO CONTACT: 714.675.2523 jose.rodriguez®atcotelecom.com SCALE: SHEET: =6F 04 NO: 4OF7 LEGEND: SO SIGNALIZED INTERSECTION OCONE (CANDLESTICK) TYPE III BARRICADE WORKTRUCK WORK ZONE LIMITS OWE WARNING SIGN ARROW BOARD REQUIRED) (WHERE DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) • .� ER (AS NEEDED) (AS NEEDED) WORK DETAILS: O AERIAL ❑VERLASHING, RISER DOWN TO NEW C❑NDUIT PATH TO THE NEW VAULT TO FEED NEW DEVELOPMENT. SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, 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) 0 m D uiu"f"u"u'I IF SIDEWALK CLOSURE NEEDED, PEDESTRIAN DETOUR REQUIRED. DIRECT PEDESTRIANS TO CROSS AT NEAREST DESIGNATED CROSSWALKS. WALNUT STREET (25 MPH) SIDEWALK PHASE 3 SIGN LEGEND: b ROAD SHOULDER WORK WORK AHEAD > < W20-1 W21-5 MA 4F 00 Ell hroll" WIN ',�Y SIDEWALK P47 I I W 20-1 W21-5 P46 WORK AREA X X a III' o (L/3) I > I D w a, o II II X W20-11 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 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' II � > I II I NOTE: MON. - FRI. = 7:00am TO 4:00pm CHANNELIZATION DEVICE SPACING (feet) MPH F__TA_P_E_R7 TANGENT 50/70 40 1 80 35/45 30 1 60 25/30 20 1 40 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 1 70 8 40 40 60 90 120 130 150 160 170 190 10 40 60 90 90 150 170 190 220 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8' .,, 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. j"a __N ATCO COMMUNICATIONS SERVICES, LLC www.atcoteiecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 1 00 o o U) Lu 3 ��; z z a z Q _ 0 Q0 07 Z 0 o � z o LLI LLI LL! Q I W ~ O " 0 Z Z r Q 0 " z LO O U U m w LL z U Q U z 0 cz w 2 Z Of D- � CL 0 LLI LL DATE: 05.30.2022 REVIEWED BY: J. MILLER WSTCS# 012911 DESIGNED BY: J. RODRIGUEZ ATCO CONTACT: 714.675.2523 jose.rodriguez®atcotelecom.com SCALE: SHEET: = 4F 05 NO: 5OF7 LEGEND: SO SIGNALIZED INTERSECTION OCONE (CANDLESTICK) TYPE III BARRICADE WORKTRUCK WORK ZONE LIMITS OWE WARNING SIGN ARROW BOARD REQUIRED) (WHERE DIRECTION OF TRAFFIC (NOT PAVEMENT MARKINGS) .� FLAGGER (AS NEEDED) (AS NEEDED) 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) SIGN LEGEND: I ROAD SHOULDER WORK WORK AHEAD > < W20-1 W21-5 WORK DETAILS: O AERIAL ❑VERLASHING, RISER DOWN TO NEW C❑NDUIT PATH TO THE NEW VAULT TO FEED NEW DEVELOPMENT. SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, IF SIDEWALK CLOSURE NEEDED, PEDESTRIAN DETOUR REQUIRED. DIRECT PEDESTRIANS TO CROSS AT NEAREST DESIGNATED CROSSWALKS. M LLI w I WALNUT STREET = 1 (25 MPH) SIDEWALK DRIVEWA �,746!�!� ---------- —SMAP44 WORK—' AREA ---=-- 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 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' a NOTE: MON. - FRI. = 7:00am TO 4:00pm CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 50/70 40 80 35/45 30 1 60 25/30 20 1 40 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 1 70 8 40 40 60 90 120 130 150 160 170 190 10 40 60 90 90 150 170 190 220 220 240 USE A MINIMUM 3 DEVICES TAPER FOR SHOULDER LESS THAN 8' W20-1 ., wALK PHASE 3 v CYO 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. I Cn Im m im F-- O ATCO COMMUNICATIONS SERVICES, LLC www.otcoteiecom.com 360.563.9000 708 First Street Snohomish, WA 98290 ziPylfiber Everett, WA 98206 0 0 Lo Lo IY W m z I- U LU 0 D_ 0 N 0 00 J) 0 z 0 W -- cn 0 z J N 0 W of 0 0 Q 0 LU 0 J W z W 0 o6 W W (Y H z J Q z 0 Q 0 0 _J z Q W Q cz I— 3 a 0 U) z >J CV 0 0 W to Lo w Q z W J ILL DATE: 05.30.2022 REVIEWED BY: J. MILLER WSTCS# 012911 DESIGNED BY: J. RODRIGUEZ ATCO CONTACT: 714.675.2523 jose.rodriguez®atcotelecom.com SCALE: = 4F SHEET: 06 NO: 6OF7 LEGEND: N ATCO COMMUNICATIONS SERVICES, LLC AS THE DESIGNER OF THIS TRAFFIC CONTROL PLAN, SO SIGNALIZED INTERSECTION MAKES NO REPRESENTATION AS TO ITS' GENERAL ADEQUACY OR BEING APPROVED FOR IMPLEMENTATION. P H AS E APPROVAL MUST RESULT FROM THE TRAFFIC ENGINEER OR OTHER PUBLIC OFFICIAL HAVING STATUTORY O ENFORCEMENT AUTHORITY IN THE JURISDICTION. UTILIZATION AND IMPLEMENTATION OF THIS PLAN CONE (CANDLESTICK) SHALL BE A RESULT OF THE APPROVAL. REF. MUTCD 2009 6A - 01 (10) 6 TYPE III BARRICADE ATCO COMMUNICATIONS SERVICES, LLLC www.atcatelecom.corn WORK TRUCK SIGN LEGEND: 360.563.9000 708 First Street WORK ZONE LIMITS Snohomish, WA 98290 ROAD SHOULDER • • OEM WARNING SIGN WORK ZI I f i b e r AHEAD WORK P y ARROW BOARD •�• (WHERE REQUIRED) IF SIDEWALK CLOSURE NEEDED, Everett, WA98206 0 DIRECTION MARKINGS) PEDESTRIAN DETOUR REQUIRED. DIRECT w2o-1 w21—s PEDESTRIANS TO CROSS AT NEAREST FLAGGER DESIGNATED CROSSWALKS. (AS NEEDED) C) o Lu 3 Lo z z 0 Q U) z o W � z WI Q o � Lu =Icn O X W20-1 0 z ^^// W z I� CD D/W Q w Z Lo o O UI w U Z DRIVE 'S DRIVE SIDEWA DRIVE Y LL J w w LL WORK P40 Q =I AREA z Q cz w WORK DETAILS: �I (L/3) " " ° z UJ )AERIAL ❑VERLASHING, RISER DOWN Q 3 d 0 o uj TO NEW C❑NDUIT PATH TO THE NEW C VAULT TO FEED NEW DEVELOPMENT. C w SPOTTER NEEDED FOR PEDESTRIAN TRAFFIC AND DRIVEWAY ACCESS, DATE: 05.30.2022 REVIEWED BY: J. MILLER WSTCS# 012911 NOTE: DESIGNED BY: J. RODRIGUEZ MON. - FRI. = 7:00am TO 4:00pm ATCO CONTACT: 714.675.2523 jose.rodriguez®atcotelecom.com SCALE: SHEET: = 4F 0 7 NO: 7OF7 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 25/30 20 40 MINIMUM SHOULDER TAPER LENGTH = L/3 (feet) SHOULDER POSTED SPEED (MPH) WIDTH (feet) 25 30 35 40 45 50 55 60 65 70 8 40 40 60 90 120 130 150 160 170 190 10 40 60 90 90 150 170 190 220 220 240 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)