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ENG2022-0192 ROW PERMITCv r)tiRIGHT OF WAY EUC PERMIT of Edmonds PERMIT NUMBE AveCity N, Edmonds WA 98020 ' ' • Description: ZIPLY-SPLITTER ON POLE RISER DOWN TRENCH SERVICE TO PROPERTY ISSUED: 07/19/2022 Address: 230 3RD AVE S A EDMONDS WA 98020 EXPIRES: 01/19/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 01033800000100 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT ANNA KARASEVA 6074 N DISCOVERY WAY STE125, BOISE ID 83713 (208)576-4031 CONTACT DAVID COLLINS 1800 41ST ST, EVERETT WA 98203 (425)263-4020 CONTRACTOR ZIPLY FIBER 1800 41ST ST, EVERETT WA 98201 (425)949-0230 OWNER KENNEDY VENTURES LLC PO BOX 77308, SHORELINE WA 98177 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 07/19/2022 RELEASED BY DATE Printed: Tuesday, July 19, 2022 8:44:23 AM 1 of 2 QF E ISM RIGHT OF WAY EUC PERMIT PERMIT NUMBER, City of Edmonds AM 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. Applicant, on behalf of his or her spouse, heirs, assigns, and successors in interests, agrees to indemnify defend and hold harmless the City of Edmonds, Washington, its officials, employees, and agents from any and all claims for damages of whatever nature, arising directly or indirectly from the HOLD HARMLESS issuance for this permit. Issuance of this permit shall not be deemed to modify, waive or reduce any requirements of any City ordinance nor limit in any way the City's ability to enforce any ordinance provision. 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. 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 NOTES COMPLETE A-1 JOB START E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL" Printed: Tuesday, July 19, 2022 8:44:23 AM 2 of 2 RECEIVED Lti�y of ED%�O� ANC. 1 g90 SECTION A RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E63. Jun 29 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT If any field is not applicable to your project, write "N/A" instead of leaving blank. All fields required. Incomplete Applications will be denied. General• Project Name 5511554 Site Address or if no site address use Property Address at NW corner of project area: 230 3RD AVE S EDMONDS WA 98020 Associated Permits: BLD PLN ENG • .•• .• - Name of Company ZIPLY FIBER Franchise Ordinance No: Point of Contact ANNA KARASEVA Title PERMIT SPECIALIST Address 4155 SW CEDAR HILLS BLVD City BEAVERTON State OR Zip 97005 Phone 208-576-4031 Email permitting@mountainitd.com Contractor and Authorizedof • Name of Company ZIPLY FIBER • - •• •w) Contractor ContactsDuring Construction Primary Name Agent Name DAVID COLLINS Title Title Mobile Address 1800 41ST ST Email City EVERETT State WA Zip 98203 Secondary Name Phone 425-263-4020 Title Email david.collins@ziply.com Mobile City of Edmonds Business License No: Email State License No: 604477970 12 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. ❑ 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 well) ❑ Traffic Control Only (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 NUtility 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.) ZIPLY FIBER PROPOSES TO ADD SPLITTER TO POLE 1o. PLACE ENW RISER ON POLE 1. TRENCH 20' PLACE 2 Y. OVERIASH 2 NEW PIGTAILS TO 4 EXISTING FIBERS FROM POLE io TO POLE 1. PULL FIBER FROM POLE 1 DOWN NEW RISER & THROUGH NEWLY PLACED CONDUIT. UPGRADING SERVICE TO EXISTING ZIPLY CUSTOMER RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF JxJ LF SF Alley 72 hours + LF JxJ F SF Parking 72 hours + LF JxJ LF 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: Xtelecommunications ❑ 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: 2 PVC. RISER. SPLITTER 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? X Details of • to be Completed ®i 6. Does your project involve rebuilding or replacing utility equipment which currently serves more F 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 4 How many are to be added? 2 6b. Does your project involve poles? If yes: X How many poles are existing in the project area? 2 What is the height of the existing poles? 30' How many poles are to be removed? 0 Are additional poles to be laced? 0 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: A n4gaKcwa sevcv APPLICANT PRINTED NAME: ANNA KARASEVA APPLICANT TITLE: PERMIT SPECIALIST NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE 4/27/22 City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 ESTIMATED TOTALS TOTAL EXISTING CONDUIT USED: TOTAL NEW BORE: TOTAL NEW DIRT TRENCH TOTAL NEW S/W TRENCH: TOTAL NEW ASPHALT TRENCH: SIDEWALK (PCC) R&R: ASPHALT (AC) R&R: IPly"pi nr XXX L.F. CONTACTS: XXX L.F. PROPERT CONTACTS: SEASCAPE OF EDMONDS OFFICE 206-963-9866 20 L.F. ZIPLY OPCEN: DAVID CONLEY 971-940-9000 XXX L.F. RYAN ROBERTS 503-643-3713 XXX L.F. XXX S.F. SCOPE OF WORK: 11V1113 31`d 13d3S V gun0MJ .kVN S311nin FROM POLE 10 ADD SPLITTER, OVERLASH 2 NEW PIGTAILS TO POLE 1. PL RISER O��'Ul NOI In3b/NOIIVOO�3b *S311nin 311S NO I -IV XXX S.F. AND PL 2" CONDUIT TO CUST. PULL FIBER THROUGH. ISNOdS3b 2JOlO`d JiNOO/?J3NM0 }oefad pappied ay} fuun sin000 ao pesneo si;eyl spiepuel Alp aad AeM-;0-;y6u Aj!Z) ui sjuauaanoaduH abe}ual ao saippn o; abewep [fill I a INTLO]TiY61:78161clBUY& m JE 33NIJN3 A�91SNOdSAa SI 2JO VaINOO/b�]NMO FIELDED BY: ---- DESIGNED BY: MOUNTAIN LTD DATE: 6/27/22 230 3RD AVE S SEC: 23 EDMONDS, WA TWP: 27N SNOHOMISH RNG: 3E PROJECT: 5511554 WORKORDER: ---- JOB: ---- 1N3 VU2Nd3(1 S30IA2i3S^1N3 WdOl3h30 77n7 R7 unr SH I OF 3 AERIAL LEGEND EXISTING EQUIPMENT LEGEND CENTERLINE ANC ANCHOR CABLE ARM ATTACHMENT LOCATION: ® TELEPHONE BULLET PEDESTAL © ELECTRIC PEDESTAL/CABINET TRAFFIC LANE CA ARM CABLE ARM TF TOP FIELD SIDE ® TELEPHONE REPEATER E] ELECTRIC TRANSFORMER BIKE/FOG LANE CAN CABLE TV TS TOP STREET SIDE ® TELEPHONE PEDESTAL Q ELECTRIC METER — — � RIGHT OF WAY DG DOWN GUY TIP TOP INSIDE POSITION O TELEPHONE VAULT/HANDHOLE O ELECTRIC VAULT/HANDHOLE P2 PROPERTY LINE DGA DOUBLE GUARD ARM TIS TOP INSIDE STREET SIDE M TELEPHONE CABINET OO ELECTRIC MANHOLE — — EASEMENT FGA FIBER GLASS ARM TMP TOP MIDDLE POSITION O TELEPHONE MANHOLE 8 ELECTRIC J—BOX B/C Bic CURB & GUTTER F/S FIELD SIDE TOP TOP OUTSIDE POSITION ® TELEPHONE COOL PED C STREETLIGHT OP EDGE OF PAVEMENT GA GUARD ARM TOS TOP OUTSIDE STREET SIDE iXi TELEPHONE SAI OO SEWER MANHOLE SIDEWALK HOA HEIGHT OF ATTACHMENT BF BOTTOM FIELD SIDE 0 TELEPHONE USAM o WATER METER RAILROAD M/R MAKE READY BS BOTTOM STREET SIDE Q TELEPHONE OWNED POLE m WATER VALVE FENCE OHG OVERHEAD GUY BIP BOTTOM INSIDE POSITION 0 JOINT USE POLE FIRE HYDRANT � TELCO R/S ROAD SIDE BIS BOTTOM INSIDE STREET SIDE © CAN PED © WATER MANHOLE E ELECTRIC SLAN LIGHT OR POWER COMPANY INVENTORY NUMBER BMP BOTTOM MIDDLE POSITION Tv CAN VAULT/HANDHOLE ® STORM DRAIN CATCH BASIN v\ CAN SWA SIDEWALK ANCHOR AND GUY BOP BOTTOM OUTSIDE POSITION EXISTING DOWNGUY & ANCHORS ® STORM DRAIN INLET T TELEPHONE BOS BOTTOM OUTSIDE STREET SIDE ® STORM DRAIN MANHOLE TERM TERMINAL >~ TRANS TRANSFORMER CONSTRUCTION NOTES 1. CALL UTILITY LOCATE AT 811 72 HOURS PRIOR TO TRENCHING OR DIGGING. 2. THE EXISTENCE AND LOCATION OF ANY UNDERGROUND UTILITY PIPES OR STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY FIELD INSPECTION AND A SEARCH OF THE AVAILABLE CITY OR COUNTY RECORDS. SINCE THE ACTUAL LOCATION AND NATURE OF THE UNDERGROUND FACILITIES MAY BE SOMEWHAT DIFFERENT FROM THAT SHOWN, THE CONTRACTOR IS REQUIRED TO VERIFY PRIOR TO EXCAVATION. 3. FOR UNDERGROUND ACTIVITY: TEST AND VENTILATE MANHOLE/UTILITY VAULT PRIOR TO ENTRY, PLACE WARNING DEVICES AND WORK AREA PROTECTION AS REQUIRED, AND USE EYE AND HEAD SAFETY PROTECTION PER FEDERAL, STATE, AND LOCAL REGULATIONS. 4. ALL EXCAVATION, TRENCHING, AND SHORING IS TO ADHERE TO THE CODE OF FEDERAL REGULATIONS (CFR) 1926.650 SUBPART P. a. PROVIDE ALL PITS WITH 1'x1' SLOPE AT ONE END OF EXCAVATION FOR TECHNICIAN INGRESS/EGRESS. b.EXCAVATED SPOILS ARE TO BE NO LESS THAN 24" FROM EDGE OF PIT OR TRENCH. c. BARRICADE ALL OPEN PITS AND TRENCHING FOR PUBLIC SAFETY. ALL BARRICADES MUST BE EQUIPPED WITH FLASHING LIGHTS FOR NIGHT VISIBILITY. d. FOR PITS GREATER THAN 4' IN DEPTH, USE APPROPRIATE SHORING FOR WALL STABILITY. 5. TRENCH COVER IS TO BE 36" MINIMUM AND FREE OF ROCKS, DEBRIS, AND CLODS. THE TRENCH IS TO BE A MINIMUM OF 36" COVER IN DEVELOPED AREAS AND A MINIMUM OF 48" OF COVER IN UNDEVELOPED AREAS (ANY VARIANCE FROM THESE STANDARDS WILL BE SPECIFIED ON THE PLANS). 6. ALL ASPHALT/CONCRETE AND LANDSCAPING REMOVED, DISTURBED, OR DAMAGED AS A RESULT OF CONSTRUCTION SHALL BE RESTORED TO ORIGINAL CONDITION OR BETTER. 7. NORMAL/GUIDED—BORING METHOD RECOMMENDED WHEN BORING. 8. ADHERE TO AIRTIGHT GUIDELINES UNLESS OTHERWISE NOTED. 9. BOND BURIED/AERIAL FACILITIES AS REQUIRED BY JURISDICTIONAL AGENCY(S). 10. AERIAL FACILITIES ARE TO BE TESTED PRIOR TO BEGINNING WORK PER STATE AND LOCAL REGULATIONS. 11. ALL WORK AREA PROTECTIONS FOR TRAFFIC CONTROL IS TO BE WITH APPROVED WARNING DEVICES AND PLACED PER STATE DEPARTMENT OF TRANSPORTATION AND/OR PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS. IF REQUIRED, A TRAFFIC CONTROL PLAN SHALL BE SUBMITTED TO THE REQUESTING PERMITTING AGENCY. PRIOR TO BEGINNING WORK, PERMITTING AGENCIES MUST BE NOTIFIED 48 HOURS IN ADVANCE OF CONSTRUCTION ACTIVITIES. 12. EXISTING PEDESTRIAN CROSSWALKS AND WALKING AREAS SHALL BE MAINTAINED AT ALL TIMES. AS NECESSARY, TEMPORARY PEDESTRIAN CROSSWALKS AND WALKING AREAS SHALL BE PROVIDED AND MAINTAINED PER STATE DEPARTMENT OF TRANSPORTATION AND/OR PUBLIC WORKS ENGINEERING DEPARTMENT STANDARDS AND SPECIFICATIONS. 13. THE FOLLOWING FOOTAGES ARE ESTIMATES. FOOTAGES TO BE VERIFIED PRIOR TO CONSTRUCTION. I Pf� iber PROPOSED EQUIPMENT LEGEND o IRRIGATION METER m IRRIGATION VALVE GAS METER GAS VALVE El TRAFFIC SIGNAL VAULT/HANDHOLE O TRAFFIC SIGNAL POLE C/L MONUMENT 0 TREES SHRUB a TRAFFIC ARROW TURN ARROWS If SIDEWALK ANCHOR & DOWN GUY PARKWAY TRENCH O 2'x2' RECEIVING PIT D— ANCHOR & DOWN GUY 0 4'x4' BORE PIT BORE DOWN GUY IiXI SAI XXX' ASPHALT TRENCH FOOTAGE ASPHALT TRENCH ® COOL PEDESTAL XXX' DIRT OR S/W TRENCH FOOTAGE UNDERGROUND BUILD 0 ELECTRIC PEDESTAL AERIAL BUILD XXX' BORE FOOTAGE UNDERGROUND BUILD —SLACK ® TELCO HANDHOLE XXX' AERIAL FOOTAGE AERIAL BUILD —SLACK SPAN ® TELCO FLOWERPOT �� OX POLE ITEM N0. ® TELCO PEDESTAL AERIAL STRAND 0 TELCO CABINET O TELCO MANHOLE CALL TWO WORKING DAYS BEFORE YOU DIG 81 FIELDED BY: ---- DESIGNED BY: MOUNTAIN LTD DATE: 6/27/22 230 3RD AVE S SEC: 23 EDMONDS, WA TWP: 27N SNOHOMISH RNG: 3E PROJECT: 5511554 WORKORDER: ---- JOB: ---- SH 2 OF 3 P/L P'I P/L P/L 60' 39'- I I I I P/L 217 ALDER ST 230 3RD AVE S 00660500010100 0103380000130� d 0 I TRENCH 20' PLACE 2" PVC TO CUST PROPERTY. PULL FIBER FROM RISER c THROUGH NEW CONDUIT. a I 233 3RD AVE S 20' 04 00785500010100 R/W - - - R/W - - - R+ 0+00 SOP OP oP 115 H LLKWAXX 10 �, � � w FTR-608057 J cm + + c` � o S ADD SPUTTER S OVERLASH 2 NEW - c/L - c'L - L - w CD-c/L - �/L PIGTAILS TO 4 EXISTING -W W ALDER ST -W W 3 FIBERS. —EOP EOP ur RAV - — — R/W - — — -------TR/W - — — H'l\' - — — R/W - — — R/W OA `o -t E" 6' WTR d' co m U) 4' SWR co C\2 00 7' SWR - 17' STORM 314 3RD AVE S 60' P/L - 220 ALDER ST 0530400000500 39 00686000100200 I I 3 a 0 b —P/L P/L w O I 317 3RD AVE S 318 3RD AVE S I 00679600010200 0530400000600 ' 1ply� fiber NOTE: THE RIGHT-OF-WAY SHOWN HAS NOT BEEN SURVEYED OR TIED. RIGHT-OF-WAY LOCATION IS ASSUMED WITH REFERENCE TO ONLINE DATA SOURCE MATERIALS. CONTRACTOR TO VERIFY ALL RIGHTS OF WAY AND/OR EASEMENTS PRIOR TO CONSTRUCTION. EXISTING UTILITY LOCATIONS ARE SHOWN APPROXIMATELY. EXACT LOCATIONS TO BE DETERMINED BY CONTRACTOR DURING CONSTRUCTION. A 60 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISE NOTED. ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH A TRACER WIRE. ALL DOWN GUYS NEED TO BE BONDED TO MESSENGER. k CALL TWO WORKING DAYS BE811 FORE YOU DIG 0 7.5' 15' 30' 60' 230 3RD AVE S EDMONDS, WA SCALE: 1 "=30' SNOHOMISH FIELDED BY:---- PROJECT: 5511554 WORKORDER: ---- DESIGNED BY: MOUNTAIN LTD DATE: 6/27/22 JOB: ---- SEC: 23 TWP: 27N RNG: 3E SH 3 OF 3 NOTES 1. CONTROLS SHOWN ARE FOR PEDESTRIAN TRAFFIC 2. A 60" PATH WIDTH SHOULD BE MAINTAINED (48" IS 3. CONTACT AND COORDINATE IMPACTED TRANSIT AGI PRIOR TO IMPLEMENTING ANY CLOSURES. 4. SEE SHEET TC-52 FOR TEMPORARY PEDESTRIAN RF 5. ADA PEDESTRIAN FACILITIES MUST BE MAINTAINED. STANDARD SPECIFICATION 1-10.2(1)B. 6. TEMPORARY PEDESTRIAN PUSH BUTTONS SHALL BE THE DIVERTED PATH WHEN EXISTING BUTTONS ARI ACCESSIBLE TO PEDESTRIANS. PROVIDE PEDESTRIAN DETOURS AT NEAREST DESIGNATED CROSSWALKS LEGEND N TEMPORARY SIGN LOCATION ® CHANNELIZING DEVICES NO R8-3 INSTALL ON TYPE 2 BARRICADES THROUGHOUT THE WORK AREA 24" x 30" 24 HOURS PRIOR TO IMPLEMENTING TRAFFIC CONTROL. PARKING R/W PRIOR NOTIFICATION OF LOCAL LAW ENFORCEMENT REQUIRED. SIDEWALK DIVERSION 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. PEDESTRIAN CHANNELIZING DEVICES TEMPORARY PEDESTRIAN RAMP FOR SIDEWALKS FILE NAME S:\Design R P& S\4-Standards\2-Plan Sheet Library\01-Published PSL\(TC) Work Zone Traffic I TIME 1:28:42 PM DATE 9/18/2014 PLOTTED BY FletcCo DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. REVISION DATE SIDEWALK DETOUR OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE INTERSECTION PEDESTRIAN TRAFFIC CONTROL NOT TO SCALE rC-16) Intersection Pedestrian Traffic Contr I\TC-16.dgn REGION I STATE FED.AID PROJ.NO. NO. JOB NUMBER CONTRACT NO. I LOCATION NO. DATE P.E. STAMP BOX 31W ENGINEERING DIVISION ...,DTED 17/15/2022 rA fF Washington State Department of Transportation DATE PEDESTRIAN CONTROL AND PROTECTIO P.E. STAMP BOX Plot 1 PLAN REF NO TC16 SHEET OF SHEETS C) CL M SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35-40 MPH 350'+/- RURAL ROADS & URBAN ARTERIALS 25-30 MPH 200'+/- (2) RESIDENTAL & BUSINESS DISTRICTS 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 SPACING MAV BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. ALL SIGNS ARE 41" X 11" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED X ROAD WORK SHOULDER WORK \AHEAD W20-1 W21-5 LEGEND a SIGN LOCATION 12 ® ® CHANNELIZING DEVICES PROTECTIVE VEHICLE -RECOMMENDED SHOULDER CLOSURE TAPER LENGTH = L/3 WDTHLDc�ao SPEED (MPH) 20 25 30 35 40 6 L/3 (feet) 40 40 40 60 60 10 40 40 60 90 90 FOR SHOULDERS LESS THAN 6', USE 3 DEVICES MINIMUM MAXIMUM CHANNELIZATION DEVICE SPACING (feet) MPH TAPER TANGENT 35-40 30 60 20-30 20 40 LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 1 20 1 25 1 30 1 35 1 40 LENGTH (feet)l 115 1 155 1 200 1 250 1 305 PROTECTIVE VEHICLE ROLL AHEAD DISTANCE = R NO SPECIFIED DISTANCE REQUIRED. STRATEGICALLY POSITION WORK VEHICLE TO PROTECT WORK CREW. STATIONARY TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT R 9,900 TO 22,000 Ibs. 100' 22,001+ Ibs. 74' X L/3 B "R-�6 0' NOTES 1. Address pedestrian control through or around the work area. 2. When used, device spacing for the downstream taper should be 20' O.C. TYPICAL SHOULDER CLOSURE - LOW SPEED (40 MPH OR LESS) TCP 9 RECEIVED APR 28 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT n �y