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ENG2020-0392 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds -0392 www.cityofedmonds.gov Description: COMCAST-PHASE 1 INSTALL CONDUIT REMOVE 4 BO POLES ISSUED: 05/14/2021 Address: 202 MAIN ST EDMONDS WA 98020-3134 EXPIRES: 11/12/2021 rmit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00454800101300 i NAME TYPE NAME ADDRESS PHONE APPLICANT COMCAST 1525 75TH ST SW, EVERETT WA 98203 (425)921-8201 CONTRACTOR Cablecom LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)668-1300 OWNER OLSEN MARY TRUST 221 2ND AVE N, EDMONDS WA 98020-3103 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 ENGINEERING INSPECTION FEE $440.00 $0.00 RIGHT OF WAY STANDARD - EUC PERMIT FEE $330.00 $0.00 • 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 INDEMNITY 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. RELEASED BY THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 5/14/2021 DATE Printed: Friday, May 14, 2021 4:17:09 PM 1 of 2 -KRWOF WAY EUC PERMIT City of • • • www.cityofedmonds. ov/425.771.0220 CONDITIONS CONDITION TYPE Easement and/or permission from adjacent property owner is required prior to entry or work within ADJACENT PROPERTY an adjacent property. 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. Alert affected residents and/or businesses prior to work start. Verify clear bore crossings. ENGINEERING OTHER Restore landscape to like or better conditions. Call for required inspections as noted. ESC REQ Maintain erosion and sedimentation control per City and SWMMW standard 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. Sound/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:OOam to 6:OOpm on SOUND OR NOISE weekdays and 10:OOam and 6:OOpm on Saturdays, excluding Sundays and Federal Holidays. At all other times the noise originating from construction sites/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. INSPECTION TYPE DATE RESULT NOTES COMPLETE X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL A-1 JOB START E-7 CONCRETE SIDEWALK E-7 RESTOR LIMITS Printed: Friday, May 14, 2021 4:17:09 PM 2 of 2 Cti1R of EDA40�V' RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION C 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 Phase 1-JB0000053298-MAIN ST CONVERSION Site Address or if no site address use Property Address at NW corner of project area: 2ND AND MAIN STREET Associated Permits: BLD PLN ENG Owner and Entity Holdingapplicable) Name of Company Franchise Ordinance No: Point of Contact Title Address City State Zip Phone Email Contractor and Authorized Agent of Owner (see note below) Name of Company COMCAST CABLE HOLDINGS - CABLECOM LLC Contractor Contacts During Construction Primary Name CABLECOM LLC - BRENT DIXON Agent Name CABMCAST LECOM LLC CABLE HOLLDIuG S JOURDEN LAWRENCE Title CONTRUCTION SUPERVISOR Title PERMIT COORDINATOR Mobile 425-870-4407 Address COMCAST CABLE HOLDINGS - 1525 75TH ST SW, EVERETT, WA 98203 CABLECOM LLC - 20021 120TH AVE NE SUITE 101 BOTHELL WA 98011 Email brent.dixon@cablecomlle.net City State I Zip Secondary Name Phone COMCAST CABLE HOLDINGS - 425-921-8201 CABLECOM LLC - 360-622-5833 Title Email COMCAST CABLE HOLDINGS - Jourden_Lawrence@comcast.com Mobile City of Edmonds Business License No: NR - 021818 Email State License No: CABLEL-971 DP V Contractor verifies it is currently bonded 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 well ❑ Traffic Control Only (no associated development) Utility Franchise Work (no associated development) City of Edmonds ROW construction permit Application --Page 1 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.) RISER DOWN OFF THE UTILITY POLE AT THE NE CORNER OF 202 MAIN ST. OPEN TRENCH WEST TO PROP OSED VAULT WEST OF THE ALLEY. CONTINUE OPEN TRENCH TO 2ND AVE S AND PLACE VAULT IN SIDEWALK. CONTINUE OPEN TRENCH SOUTH TO 117 2ND AVE S. PLACE (2) 4" CONDUITS. FROM VAULT AT 2ND AND MAIN DIRECTIONAL BORE WEST PLACE VAULT NEAR ALLEY, OPEN TRENCH FROM VAULT TO 100 2 ST. REMOVE UTILITY POLES. RIGHT-OF-WAY CLOSURE AREA TOTAL DURNY10N (Number of Months) Sidewalk 72 hours + LF x LF SF Alley 72 hours + LF x LF SF Parking 72 hours + LF x LF SF 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: ❑ telecommunications Vcable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm Details 1. of • to be CompletedNo Does the utility owner have existing overhead infrastructure in the area of work? X 2. 1 Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? X If yes, describe: vaults placed in sidewalk 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? If yes, answer the following questions related to project area, i.e. the actual area in which the X project is proposed: 6a. Does your project involve wires/cables/lines? If yes: X How many are existing? 1 1 1 How many are to be added? 1 0 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? 5 What is the height of the existing poles? 25 How many poles are to be removed? 4 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? X 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 TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED i45 MPH L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH I L=(WS')/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 1 - ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 O N � GDiO SV DAO&J( NOIS I IrS12PN'A1(VA� RENCH NEW CONDUIT, INSTALL NEW VAULT / RISER, AND RESTORE SURFACE PER CITY OF EDMONDS STANDARDS. STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND 111 MAIN ST 100 2ND AVE S SIGN SPACING = X (FEET)* FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± (OR PER THE MUTCD) RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' ±** URBAN STREETS 25 MPH or LESS 1 100' ±** ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. * ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ** ADVANCED WARNING SIGNS IF FEASIBLE. CABLECOM CONTACT: JIM JEFFERSON 20021 12TH AVE NE, BOTHELL, WA 98011 C. 360.926.2680 JIM.JEFFERSON@CABLECOMLLC.NET 38 1t 2 N 11 I 0v2o-1 " SIGN LEGEND ROAD � WORK SHOULDER SHOULDER WORK CLOSED AHE wz0-1 w21-5 wz0-301 CHANNELIZING DEVICES J� HIGH VISIBILITY WARNING BEACON o 0 0 48"x4e" 48"x4e" 4e"x4e" Y (REQUIRED) FLAGGER / SPOTTER STATION - CITY OF EDMONDS TCP REQUIREMENTS 1. SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2. PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN U LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. REDIRECT PEDESTRIANS TO CROSS AT �IWAREG_PUEBIY�MZSWALK MAIN ST 01 �{ R9-9 , x X-M FLAGGER ON SITE TO ESCORT PEDESTRIANS THROUGH WORK AREA F 202 MAIN ST SIDEWALK CLOSED AHEAD CROSS HERE STREET CLOSED TO THRU TRAFFIC DETOUR SIGN LOCATION AND % FOR VEHICULAR AND PEDESTRIAN W I ►-1 IDENTIFICATIONNUMBER TRAFFIC CONTROL I'T. PASIDEWALKO R11-4D STREET 0 60"x48" TOW AWAY AREA CLOSED CLOSED DETAIL PHONE 206-684-5444 R7-1­39 _ R9-9 R11-2 36"x24" 36%24" 36"x24" SHOR T- TERM STA TIONAR Y WORK ZONE - SHO ULDER AND SIDE WALK CL OSURE WITH PEDESTRIAN ESCOR T(FOR URBAN AR TERIAL) TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG MAIN ST (SOUTHEAST BOUND LANE) WORK AREA 1048 SO FT T39 x R11- i s= s 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. -pefoJd pallpied a unp sin000 ao pasneo sl 1ey} s eIs Alp Jad AeM-jo-;y6u All ul W9AoJdual a6e uoJ al}Ill LHR aJ II W20-1 n n F► R11-/A L TV PLACE SIGN ON TYPE III BARRICADE AT SOUTH ALLEYWAY ENTRANCE a Know what's below. Call before you dig. 0 10' 20' 30' SCALE: 1 "=30' ON SIDEWALK CLOSED AHEAD CROSS HERE (AT NEAREST DESIGNATED CROSSWALK) 3 1 1 1AS-BUILT 2 5/12/21 HF CH REVISION # 1 1 5/6/21 HF MRC ORIGINAL 10. DATE ENGINEER DRAFTER COMMENT CCOMCaSt rttiimpAm .............. rt-1G qN;. CABLECOM ENGINEER: JIM JEFFERSON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: JB0000053298 LOCATION: 202 MAIN ST EDMONDS, WA98020 SHEET: 1 OF 4 TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED i45 MPH L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH I L=(WS')/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 1 - ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 O � N N ­1110- EDW W20-1 �—x 21-5 111 MAIN ST 100 2ND AVE S SIGN SPACING = X (FEET)* FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± (OR PER THE MUTCD) RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' ±** URBAN STREETS 25 MPH or LESS 1 100' ±** ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. * ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ** ADVANCED WARNING SIGNS IF FEASIBLE. CITY OF EDMONDS TCP REQUIREMENTS 1. SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2. PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 VVEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4'OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN ULANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIRVICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. MAIN ST e�-I MC301■ ■■■■■■■1k AREA R9-9 R9-9 X X X FLAGGER ON SITE TO WORK AREA ESCORT PEDESTRIANS 571 SO FT THROUGH WORK AREA R7-T39 202 MAIN ST R ON SITE TO ESCORT PEDESTRIANS 21- THROUGH WORK AREA 20-1 X 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. SCOPE OF WORK: CABLECOM CONTACT: USE WORK AREA TO TRENCH NEW CONDUIT JIM JEFFERSON AND RESTORE SURFACE PER CITY OF EDMONDS 20021 12TH AVE NE, STANDARDS. BOTHELL, WA 98011 STREET USE PERMIT #: TBD BY CITY C. 360.926.2680 HOURS: TBD BY CITY JIM.JEFFERSON@CABLECOMLLC.NET • LEGEND SIGN LEGEND • J� HIGH VISIBILITY WARNING BEACON ■ o ■ CHANNELIZING DEVICES Y (REQUIRED) FLAGGER / SPOTTER STATION - Know what's below. ROAD � PARKING Call before you dig. FOR VEHICULAR AND PEDESTRIAN SHOULDER SHOULDER SIDEWALK CROSSWALK W20-1 SIGN LOCATION AND < > WORK TRAFFIC CONTROL WORK CLOSED FROM 0 DETOUR I► IDENTIFICATION NUMBER AHEAD i0 0 CLOSED CLOSED < > TOW AWAY AREA PHONE 206 684 5444 w20-1 W21-5 w20-301 M4-96 4a"xa8" 48"X48" 48"X48" R7-T39 R9-9 R9-3XC 30"X24" 36"x24" 36"x24" 36"x24" SHORT-TERM STATIONARY WORK ZONE - SHOULDER AND SIDEWALK CLOSURE WITH PEDESTRIANESCORT(FOR URBANARTERIAL) 0 10' 20' 30' TRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG MAIN ST (SOUTHEAST BOUND LANE) SCALE: 1"=30' •X SIDEWALK CLOSED AHEAD CROSS HERE (AT NEAREST DESIGNATED CROSSWALK) TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH I L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH I L=(WS')/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 1 - ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 CITY OF EDMONDS TCP REQUIREMENTS 1. SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2. PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN V LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. SCOPE OF WORK: USE WORK AREA TO TRENCH NEW CONDUIT, INSTALL NEW VAULT, AND RESTORE SURFACE PER CITY OF EDMONDS STANDARDS. STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND HIGH VISIBILITY WARNING BEACON Y (REQUIRED) W20-1 SIGN LOCATION AND I-► IDENTIFICATION NUMBER CABLECOM CONTACT: JIM JEFFERSON 20021 12TH AVE NE, BOTHELL, WA 98011 C. 360.926.2680 SIGN SPACING = X (FEET)* FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± (OR PER THE MUTCD) RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' ±** URBAN STREETS 125 MPH or LESS 100' ±** ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. * ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ** ADVANCED WARNING SIGNS IF FEASIBLE. R7- 100 2ND AVE S 2ND AVE 11' MIN O L/2 � N ° ° ■ ° ° ■ ■ e ■ ■LM ■ ° a e ° ° e e ° ° fl R6-1 a WORK eHiae ¢ ° e v WORK AREA 407 SQ FT � W20-1 *1 R9-111 X— PLACE SIGN JAMES ST 1-5 W14L '+I R9-9 III II II II II x x x x x x X X R7-T39 R9-9 FLAGGER ON SITE TO ESCORT PEDESTRIANS THROUGH WORK AREA x 202 MAIN ST FLAGGER ON SITE TO ESCORT PEDESTRIANS THROUGH WORK AREA x 8 12 � 12 7 SIGN LEGEND JI M.JEFFERSON@CABLECOMLLC.NET ROAD A\ � 7PN! PARKING SHouLoeRCHANNELIZING DEVICES AWAYAREA 266�686SAAA FLAGGER / SPOTTER STATION - —� wet-5 W1-4L """"" FOR VEHICULAR AND PEDESTRIAN " ` ' as"xas" as" x aa" R7—T39 36"x24" TRAFFIC CONTROL SIDEWALK CROSSWALK SIDEWALK CLOSED DETOUR AHEAD CLOSED CLOSED �� CROSSHERE M4-96 R9-9 R9-3XC 30"X24" R9-11 36"x24" 36%24" 30"x48" R6-10 12"x36" SHORT-TERM STATIONARY WORK ZONE - SINGLE -LANE SHIFT WITH PEDESTRIAN ESCORT (FOR URBANARTERIAL) TRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG 2ND AVE (NORTHEAST BOUND LANE) 111 MAIN ST 15 Know what's below. Call before you dig. 4 0 10' 20' 30' SCALE: 1 "=30' X\ W20-1 TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED > 45 MPH I L=WS (W = LANE WIDTH & S = POSTED SPEED) POSTED SPEED < 45 MPH I L=(WS')/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 LENGTH (FEET) 155 200 250 305 360 425 1 - ROLL -AHEAD DISTANCE = R (FEET) R = 30' MINIMUM - 100' MAXIMUM MAXIMUM CHANNELIZING DEVICE SPACING (FEET) POSTED SPEED (MPH) 25/30 35/45 50 / 70 TAPER 20 30 40 TANGENT 40 60 80 ALLEY TpO�� REMAIN OPEN NEEDED ' EPAR VISIOEQUIRAT IL 2ND AVE •� R9-11a W""2'1 1-4L 171 PLACE SIGN AT FLAGGER ON SITE TO NEAREST ESCORT PEDESTRIANS INTERSECTION THROUGH WORK AREA SIGN SPACING = X (FEET)* FREEWAYS & EXPRESSWAYS 55 / 70 MPH 1500' ± (OR PER THE MUTCD) RURAL HIGHWAYS 60 / 65 MPH 800' ± RURAL ROADS 45 / 55 MPH 500' ± RURAL ROADS & URBAN ARTERIALS 35 / 40 MPH 350' ± RURAL ROADS, URBAN ARTERIALS RESIDENTIAL & BUSINESS DISTRICTS 25 / 30 MPH 200' ±** URBAN STREETS 25 MPH or LESS 100' ±** ALL SIGNS ARE 48" x 48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. * ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS, AND DRIVEWAYS. ** ADVANCED WARNING SIGNS IF FEASIBLE. IF CLOSURE OF ALLEY FFIC CONTROL PLAN SCOPE OF WORK: USE WORK AREA TO TRENCH NEW CONDUIT, INSTALL NEW VAULT, AND RESTORE SURFACE PER CITY OF EDMONDS STANDARDS. STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND 18' MIN CITY OF EDMONDS TCP REQUIREMENTS 1. SIGNS DEVICES AND SPACING SHALL CONFORM TO THE MUTCD. 2. PRIORITY PASSAGE SHALL BE PROVIDED TO EMERGENCY VEHICLES. 3. NOTIFY TRANSIT 5 DAYS IN ADVANCE OF CARPOOL SPACE / BUS ROUTE & STOP IMPACTS. 4. MUTCD DEFINED PROTECTIVE VEHICLE TO BE PLACED IN AN EFFECTIVE LOCATION TO PROTECT WORKERS (RECOMMENDED). 5. MAINTAIN 1 V VEHICLE TRAVEL LANE WIDTH AT ALL TIMES. 6. MAINTAIN 4' OF UNAFFECTED PEDESTRIAN TRAVEL LANE ON OPEN SIDEWALKS. 7. MAINTAIN 6' LANDING BEHIND OPEN ADA RAMPS AT ALL TIMES WHEN WORKING IN THEIR VICINITY. 8. FLAGGERS SHALL CONDUCT PEDESTRIAN TRAFFIC CONTROL AND ARE TO MAINTAIN OPEN SIDEWALKS AND ADA RAMPS. 9. IF OPEN SIDEWALKS AND ADA RAMPS CANNOT BE MAINTAINED, CONTRACTOR IS TO PROVIDE A PATH FOR PEDESTRIAN TRAVEL THROUGH / AROUND STAGING AREA AS DEFINED BY THE MUTCD. 10. ALL ADVANCED WARNING SIGNS SHALL BE MINIMUM 48"X48" BLACK ON FLUORESCENT 100 2ND AVE S L12� r2' MIN 11�' MIN e e v v v v v v b v v v v s e s e s e s e s e s e s e v e v e v v v v v a v v v v v v v v v v v v e v v • • ° l • ° e R6-1 a �woRHic E Y R9-9 CABLECOM CONTACT: JIM JEFFERSON 20021 12TH AVE NE, BOTHELL, WA 98011 C. 360.926.2680 JI M.JEFFERSON@CABLECOMLLC.NET HIGH VISIBILITY WARNING BEACON ° ° ° CHANNELIZING DEVICES (REQUIRED) FLAGGER / SPOTTER STATION - W20-1 SIGN LOCATION AND FOR VEHICULAR AND PEDESTRIAN F+ IDENTIFICATION NUMBER TRAFFIC CONTROL R11-2- PLACE SIGN ON TYPE III BARRICADE AT SOUTH x ALLEYWAY ENTRANCE R11-4D z SIGN LEGEND ROAD WORK SHOULDER < > WORK W20-1 W21-5 W1-4L W1-4R 48"X48" 48"X48" 48" X 48" 43" X 48" FLAGGER ON SITE TO ESCORT PEDESTRIANS THROUGH WORK AREA 202 MAIN ST TPARKING AWAYAREA 2066845444 R6-1a EE 12"x36" R7-T39 36",24" STREET CLOSED STREET TO THRU TRAFFIC CLOSED DETOUR R11-2 36"x24" R11-4D 60"x48" SHORT-TERM STATIONARY WORK ZONE - SINGLE -LANE SHIFT AND ALLEY CLOSURE WITH PEDESTRIAN ESCORT (FOR URBANART TRAFFIC CONTROL PLAN #4 - USE SET-UP WHERE APPLICABLE ALONG 2ND AVE (NORTHEAST BOUND LANE) 12 112 ORK AREA 1100 SQ FT III IN IIII : 81 1211217 SIDEWALK CLOSED CROSS R9-11a UL AIL vvvv� 1-5 ORANGE UNLESS SPECIFIED OTHERWISE. 11. CHANNELIZATION DEVICES ARE TO CONFORM TO THE MUTCD (28" RETROREFLECTIVE CONES ARE SUGGESTED). 12. ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE AT GRADE INTERSECTIONS AND DRIVEWAYS. 13. STREET SHALL BE COMPLETELY CLEAR TO FULL WIDTH BETWEEN 3PM & 9AM WEEKDAYS, UNLESS EXTENDED HOURS ARE ALLOWED BY WRITTEN PERMISSION FROM LOCAL DOT AND TC. 14. LAW ENFORCEMENT OFFICERS ARE TO BE USED IN LIEU OF FLAGGERS TO CONTROL INTERSECTION TRAFFIC. MULTIPLE OFFICERS ARE TO BE USED FOR INTERSECTIONS ON HIGH IMPACT STREETS. 15. "NO PARKING" SIGNS TO BE PLACED ON CURB SPACE, INCLUDING PAID PARKING. 16. CONTRACTOR IS TO COORDINATE / FACILITATE DRIVEWAY / LOADING ZONE ACCESS. 17. PROTECTIVE VEHICLE SHALL MAINTAIN 500'-1000' OF SIGHT DISTANCE TO APPROACHING TRAFFIC. 18. CONTACT REGIONAL TRAFFIC OFFICE STAFF FOR ASSISTANCE WITH SPECIFIC IN LANE OPERATIONS SUCH AS STRIPING, FOG SEAL, ETC. THAT REQUIRE ADDITIONAL PLANS AND DETAILS. X Know what's below. Call before you dig. 4 0 10' 20' 30' SCALE: 1 "=30' ADDRESS: 202 MAIN ST, EDMONDS, WA 98020 PROJECT NAME: JB0000053298 - 202 MAIN ST - PLANS z v = s Edmonds Junior High School P �C c ti wt S/ na f � z c Sprague 5, Puget Scund RrackeSo. S�EET 6 tdinq P�oh ParkkSo��th S. i N Q Q ♦ e p N..♦♦ SHErF 4 a �r+pSr F �_ e a 4t,P111 _ Q St ti r SHEET 5 e Md`'s Qe P ��"`i L� larrrps Sr � Main A W cl mn st '^Da/ton St - - ¢ L Dayton St 3. w si n o Maple St r✓aPle it M,ap1e St Alit- s, ©z ,o m J.V SITE LOCATION CONTACTS CABLECOM CONTACT: JIM JEFFERSON 20021 12TH AVE NE, BOTHELL, WA 98011 C. 360.926.2680 J I M. J EFFE RSON @CABLECOM LLC. N ET COMCAST CONTACT: JOURDEN LAWRENCE 1525 75TH ST SW, # 200 EVERETT, WA 98203 C. 425.263.5344 JOURDEN_LAWRENCE@COMCAST.COM SHAWN PETTIBONE MGC TECHNICAL CONSULTING, INC. 6244 185TH AVE NE REDMOND, WA 98052 C.206.618.8732 SHAW N@MGCTECHN ICAL.COM SHEETINDEX 1. COVER SHEET / SITE LOCATION 2. LEGEND 3. GENERAL NOTES 4.-6.DESIGN VIEWS A-C 7. UNDERGROUND TYPICALS 8. SITE PHOTOGRAPHS PHASE 1 SCOPE OF WORK SCOPE OF WORK: I RISER DOWN OFF THE UTILITY POLE AT THE NE CORNER OF 202 MAIN ST. OPEN TRENCH WEST TO PROPOSED VAULT WEST OF THE ALLEY. CONTINUE OPEN TRENCH TO 2ND AVE S AND PLACE VAULT IN SIDEWALK. CONTINUE OPEN TRENCH SOUTH TO 117 2ND AVE S. PLACE (2) 4" CONDUITS. FROM VAULT AT 2ND AND MAIN DIRECTIONAL BORE WEST PLACE VAULT NEAR ALLEY, OPEN TRENCH FROM VAULT TO 100 2 ST. REMOVE UTILITY POLES. PHASE 2: FUTURE SUBMITTAL REQUIRED FOR REMOVAL OF POLE AT ALLEY ADJACENT TO 110 MAIN ST. ANOTHER SUBMITTAL SHALL BE REQUIRED. room Know what's below. Call before you dig. 0 250' 500' 3 AS —BUILT 2 5/10/21 1 HF CH REVISION # 1 1 5/7/21 HF MRC ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT ccomicast b < < <e s M GCq CABLECOM ENGINEER: JIM JEFFERSON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NUMBER: JB0000053298 LOCATION: 202 MAIN ST EDMONDS, WA 98020 PERMIT NUMBER: SCALE: 1 "=500' DRAW ING NAME'. 11111111 - JB-11111-111 MAIN ST - PLANS. 1w6 CONFIDENTIAL/PROPRIETARY SHEET: 1 OF 8 LINETYPES SYMBOLS AERIAL FIBER - EXISTING AERIAL FIBER - ATTACH AERIAL FIBER - OVERLASH STRAND - EXISTING 0 — — STRAND - PROPOSED 0 — — — — — — CONDUIT - EXISTING — — — — — — CONDUIT - PROPOSED • INNERDUCT - EXISTING • INNERDUCT - PROPOSED G GAS W WATER T TELEPHONES F/0 F/0 FIBER OPTIC 0m— E ELECTRIC SEW SANITARY SEWER (SEW) a SD STORM DRAIN TV CABLE TV S TM STEAM OIL OIL UNK UNKNOWN UTILITY — X x FENCE —RAW RIGHT OF WAY —EOP EDGE OF PAVEMENT ABBREVIATIONS ASW ASPHALT SIDEWALK BIP BLACK IRON PIPE BSP BLACK STEEL PIPE CSW CONCRETE SIDEWALK ELECT. EOP ELECTRIC EDGE OF PAVEMENT • EOTW EDGE OF TRAVEL WAY FOC FACE Of CURB F/O FIBER OPTIC HDPE HIGH DENSITY POLYETHYLENE HH HANDHOLE JB JUNCTION BOX H H MH MANHOLE MP MILE POST ❑ O/S OFFSET PR POWER RISER PVC POLY VINYL CHLORIDE RGS RIGID GALVANIZED STEEL CONDUIT ROW RIGHT OF WAY SEW SANITARY SEWER SD STORM DRAIN STA. STATION 0 STM STEAM TEL TELECOM LEGEND RISER - EXISTING RISER - PROPOSED CATCH BASIN/INLET (RECTANGULAR) CATCH BASIN/INLET (ROUND) FIRE HYDRANT WATER/GAS VALVE LIGHT POST STREET LIGHT TRAFFIC LIGHT ARM TREE CULVERT WING WALL BRIDGE STREET SIGN ADA RAMP UTILITY POLE - EXISTING UTILITY POLE - PROPOSED TRAFFIC RATED VAULT - EXISTING (SIZE AND UTILITY TYPE MAY VARY) TRAFFIC RATED VAULT - PROPOSED (SIZE MAY VARY) HANDHOLE - EXISTING (SIZE AND UTILITY TYPE MAY VARY) HANDHOLE - PROPOSED (SIZE MAY VARY) PEDESTAL - EXISTING (SIZE AND UTILITY TYPE MAY VARY) PEDESTAL - PROPOSED (SIZE MAY VARY) WET UTILITY MANHOLE - EXISTING (SIZE AND UTILITY TYPE MAY VARY) BORE PIT - PROPOSED (SIZE MAY VARY) UTILITY POTHOLE TD O O 0' c><0 0' c>Q O O FDP FDP PB PB 0 L i TRANSMISSION/DISTRIBUTION POLE TRANSMISSION POLE DISTRIBUTION POLE GROUND/BOND AERIAL STORAGE - EXISTING AERIAL STORAGE - PROPOSED VAULT/BUILDING STORAGE - EXISTING VAULT/BUILDING STORAGE - PROPOSED POLE ANCHOR/DOWN GUY - EXISTING POLE ANCHOR/DOWN GUY - PROPOSED DOWN GUY TO EXISTING ANCHOR - PROPOSED SPLICE POINT - EXISTING SPLICE POINT - PROPOSED TERMINATION - EXISTING TERMINATION - PROPOSED PULLBOX - EXISTING PULLBOX - PROPOSED CONSTRUCTION NOTE / RESTORATION CALLOUT PHOTO -MARKER NORTH ARROW INFORMATION TABLES POLE NUMBER EXISTING UTILITY 0'-0" PROPOSED ATTACH 0'-0" #F IN: OUT: #F IN: TAIL: #F TAIL: OUT: UTILITY POLE INFORMATION TABLE (NUMBER OF ATTACHMENTS MAY VARY) SEQUENTIAL IN/OUT CALLOUT SEQUENTIAL IN/TAIL CALLOUT SEQUENTIAL TAIL/OUT CALLOUT HATCH PATTERNS CONCRETE SIDEWALK au E E E E E E E E E E F GRASS/VEGETATION E E E E E GRAVEL WATER r r r r room Know what's below. Call before you dig. GENERAL NOTES GENERAL NOTES: The locations of utilities shown on these drawing are only approximate. MGC TECHNICAL CONSULTING, INC. hereby disclaims any responsibility to third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact the statewide Call -Before -You -Dig System to ascertain the location of underground utilities prior to performing any excavation. 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF EDMONDS REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE CITY OF EDMONDS INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE CITY OF EDMONDS INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED. 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF EDMONDS AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. 5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON -SITE AT ALL TIMES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 7. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 9. FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF EDMONDS, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH CITY OF EDMONDS. 10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 11. PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE CITY OF EDMONDS INSPECTOR AT ALL TIMES. 13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS. 14. ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. 15. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF EDMONDS ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. 16. ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE CITY OF EDMONDS. room Know what's below. Call before you dig. Location of conduit to be CONSTRUCTION NOTES coordinated with Graphite lVault to be located outside / ° y SD ; ® ° contractor so as not to conflict lof ramp at SE corner of O PROPOSED (1) 4" RISERS. PULL FIBER CABLE THROUGH. 111 MAIN ST j ® w , .y 2nd Ave Main St REPAIR SURFACE PER CITY OF EDMONDS STANDARDS. PARCEL NO. / �I D. y with other conduit/infrastructure 0/ D I s located alon propertfronta e. 2 PROPOSED TRENCH (2) 4" CONDUITS. PULL FIBER CABLE 0858900100100 / ° d g p p y g THROUGH. REPAIR SURFACE PER CITY OF EDMONDS w TANDARDS. yyyyyy'y• . y y y'Y• P POSED 36"X42' VAULT. CORE VAULT AND PLACE //////// NDUIT FROM TRENCH. PULL FIBER CABLE THROUGH. NI a EPAIR SURFACE PER CITY OF EDMONDS STANDARDS. V D E D E E E _ 1 G ° y,. a ' d y w N O4 P OPOSED TRENCH (2) 4" CONDUITS. PULL FIBER CABLE E---E E-E ( .'E D D. D , o o - ROUGH. REPAIR SURFACE PER CITY OF EDMONDS 4. ' ..d .T_ D G .a :D°� .D° d G G E p j ° EE \ D D STANDARDS. D SD SD SD SD ° D SD ]fl01M1D[-- DOS PROPOSED 3'x5' BORE PIT. REPAIR SURFACE PER CITY OF S EDMONDS STANDARDS. N 6O PROPOSED DIRECTIONAL BORE. PLACE (1) 4' CONDUIT Maintain at least 6' horizontal wl AND PULL FIBER THROUGH. separation from back of hydrant N �I Do not excavate or disturb 3 W w blocking. 2+00 3+00 Per PUD pole attachment 7 RESTORATION NOTES 3 MAINST 1 O RESTORE LANDSCAPE PER CITY OF EDMONDS w UTILITY POLE TO BE REMOVED agreement STANDARDS. w w w w w— REPAIR ASPHALT PER LOCAL JURISDICTIONAL UTILITY POLE TO BE REMOVED ,w w LL O STANDARDS. w 6 �2 ° W �, _® gD �O .y D O REPAIR SIDEWALK PANEL PER LOCAL 3 = 4 D 9' D°.. D D blo JURI . SDICTIONAL STANDARDS . LG� 30' _ 91, .D 3 , 1 °d.D 2'y I dR T — — — ////// h D "I 1 h 4 G 3 G 4 G 3 G 2 9 CONTRACTOR NOTES Q 1. BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUT O w w .y a d C' 1 / CONTACTING THE LOCAL JURISDICTION. (BORE PROJECTS ONLY) 2. ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BE 4' i COMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN 2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION. 202 MAIN ST o / j 3. LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1' Put two conduits as close / VERTICALAND3' HORIZONTAL CLEARANCE WHEN WORKING S' D together aS pOSSlble. PARCEL NO. x 4 NEAR EXISTING GAS FACILITIES. 100454800101300 00 2ND AVE S / i d 3 / 4. LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTURE PARCEL NO. D. "I 3 g , G / j PRIOR TO CONSTRUCTION. 004548002009 / 4 c / / O POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM b 3 o j EXISTING UTILITIES. / 3 j °s Restoration to be coordinated with Graphite g' ' a , 2° 1 contractor. If Comcast work is not completed so' 1 sr ahead of contractor, then Comcast will be responsible for restoration, which includes IF RAMP IS DISTURBED, MATCH TO SHEET 5 work along 2nd and Main adjacent to 202 Main St, as well as in 2nd Ave. Concrete COMCAST SHALL BE sidewalk will need to be repaired per City o 10' 20' Call RESPONSIBLE FOR standards see attached standard detail Knobsbelow. Call before you dig. REPLACING RAMP PER TR-531). If any patches are made in asphalt SCALE: 1"=20' CITY STANDARDS. outside of the restoration for Graphite, then µ� SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND tt Comcast will be responsible for restoring ORIENTATION. SEE SHEET 98 FOR SITE PHOTOGRAPHS. those patches per City standards. 3 1 1 1AS—BUILT Restoration limits to be determined by City 2 5/10/21 HF CH REVISION # 1 1 5/7/21 HF MRC ORIGINAL Inspector. NO. DATE ENGINEER DRAFTER COMMENT ***NON-SKID VAULT LID REQUIRED*** DESIGN VIEW A \ 123 2ND AVE S PARCEL NO. 00454800102000 DESIGN VIEW B ***NON-SKID VAULT LID REQUIRED*** 100 2ND AVE S PARCEL NO. 00454800200901 CONSTRUCTION NOTES O PROPOSED 36"X42" VAULT. CORE VAULT AND PLACE CONDUIT FROM TRENCH. PULL FIBER CABLE THROUGH. REPAIR SURFACE PER CITY OF EDMONDS STANDARDS. O PROPOSED TRENCH (2) 4" CONDUITS. PULL FIBER CABLE THROUGH. REPAIR SURFACE PER CITY OF EDMONDS STANDARDS. RESTORATION NOTES ORESTORE LANDSCAPE PER CITY OF EDMONDS STANDARDS. OG REPAIR ASPHALT PER LOCAL JURISDICTIONAL STANDARDS. • <0 Know what's below. 0 10' 20' Call before you dig. SCALE: 1 "=20' .µ SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND tt ORIENTATION. SEE SHEET 98 FOR SITE PHOTOGRAPHS. j 16' 111 MAIN ST PARCEL NO. j w / 00858900100100 d O D SD SD 5D N N O M MAIN ST a D+ O 1+00 a w w w w ? w w w w w w o� - 4 4L.ABID1❑ VD's=O __�Q tziw —N 0 POLE SHALL BE REMOVED UNDER PHASE 2 OF THIS PROJECT. COMCAST REQUIRED TO SUBMIT 110 MAIN ST PHASE 2 APPLICATION. PARCEL No. 00863300010100 DESIGN VIEW C 3 STUB CONDUIT AT EDGE OF a w BUILDING Come into pole as LL parallel and/or perpendicular to ROW as possible. 1 ***NON-SKID VAULT LID REQUIRED*** Construction notes 3 & 5 mixed up. Gomcast will be responsible Tor restoring sidewalk to City standards (see attached standard detail TR-531): � Full width panels to be replaced to at least nearest dummy joint(s) or w w expansion joint(s). 2 co Separate pour for sidewalk and curb -gutter required (see attached = U standard detail 520). H Restoration limits to be determined by City inspector. CONSTRUCTION NOTES O PROPOSED (1) 4" RISERS. PULL FIBER CABLE THROUGH. REPAIR SURFACE PER CITY OF EDMONDS STANDARDS. PROPOSED 36"X42" VAULT. CORE VAULT AND PLACE CONDUIT FROM TRENCH. PULL FIBER CABLE THROUGH. REPAIR SURFACE PER CITY OF EDMONDS STANDARDS. O4 PROPOSED TRENCH (2) 4" CONDUITS. PULL FIBER CABLE THROUGH. REPAIR SURFACE PER CITY OF EDMONDS STANDARDS. 4D PROPOSED 3'x5' BORE PIT. REPAIR SURFACE PER CITY OF EDMONDS STANDARDS. 6O PROPOSED DIRECTIONAL BORE. PLACE (1) 4" CONDUIT AND PULL FIBER THROUGH. RESTORATION NOTES OPAIR SIDEWALK PANEL PER LOCAL J RISDICTIONAL STANDARDS. CONTRACTOR NOTES 1. BORE CONTRACTOR MAY NOT CHANGE BORE PATH WITHOUT CONTACTING THE LOCAL JURISDICTION. (BORE PROJECTS ONLY) 2. ALL EXCAVATION WITHIN DRIP LINE OF TREE SHALL BE COMPLETED VIA VAC TRUCK. PROTECT ROOTS GREATER THAN 2" WITH BURLAP. REMOVE BURLAP AFTER CONSTRUCTION. 3. LOCATE AND PROTECT ALL GAS FACILITIES. MAINTAIN 1' VERTICAL AND 3' HORIZONTAL CLEARANCE WHEN WORKING NEAR EXISTING GAS FACILITIES. 4. LOCATE AND PROTECT ALL STREET LIGHT INFRASTRUCTURE PRIOR TO CONSTRUCTION. O POTHOLE UTILITY CROSSING PRIOR TO BORE. MAINTAIN MINIMUM 2' VERTICAL CLEARANCE AT THE CROSSING FROM EXISTING UTILITIES. • • �* Know what's below. 0 10' 20' Call before you dig. SCALE: 1"=20' SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND \Y/ ORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS. -1 6" MIN. [-- 1 36" MIN. DEPTH ___ 4" WARNING TAPE BACKFILL (8" LAYERS) BACKFILL (COMPACTED @ 90 % ) HDPE DUCT CLEAN BACKFILL BACKFILL (COMPACTED EARTH @ 90 % ) TYPICAL TRENCH IN SOIL DETAIL SCALE: NTS �• K�akoul ***NON-SKID VAULT LID REQUIRED*** � [ A A UNDERGROUND TYPICALS EX. CONCRETE - NOTE: REFER TO CC STD PLAN 404A PANEL WIDTH PER PLAN 12" 12" MIN. ZONE OF INFLUENCE MIN. REPLACE EX. CURB I PER STD PLAN 41 OC 12" PCC CLASS 6.5 (CL 1-1/2") 6" MIN. TYPE 2 CRUSHED ..._.._... ROCK COMPACTED BACKFILL 6" 6" SAND COVER 6r.f''' ... 6" SAND BEDDING TYPICAL CONCRETE TRENCH DETAIL SCALE: NTS f B ` i4/ 3/4'0 IMYq Nrrt S•S•S•S•S•S•• '�4Q4Q4Q4Q4Q4Q4' COVER No. 3642.TL m b m. VAULT 1 9" 2 9Er Noo.. 3642-BL 11- Mla.. 7" Iqh wi«Iwa "•rm sM:. 9tlr1tn00k0Y` , Eeon 5" 44 9CM i8• �• - i8• I •� SECTTTIESON AA �� SECTION BB 3642LA VAULT DETAIL SCALE: NTS 3" HMA (CL 2') (MATCH EX. IF GREATER) n� n" EX. ASPHALT SURFACE � 12" MIN. 11" HMA (CL 2" OR 1) 6" MIN. COMPACT MINERAL AGGREGATE TYPE 2 — COMPACTED BACKFILL III II I 6" SAND COVER "'":"e;:<,` 6" SAND BEDDING :;; ' 12" 24" TYPICAL ASPHALT TRENCH DETAIL SCALE:NTS 3' room Know what's below. Call before you dig. SITE PHOTOGRAPHS CONSTRUCTION NOTES O1 PROPOSED (1) 4" RISER. PULL FIBER CABLE THROUGH. REPAIR SURFACE PER CITY OF EDMONDS STANDARDS. O2 PROPOSED TRENCH (2) 4" CONDUITS. PULL FIBER CABLE THROUGH. REPAIR SURFACE PER CITY OF EDMONDS STANDARDS. O3 PROPOSED 36"X42' VAULT. CORE VAULT AND PLACE CONDUIT FROM TRENCH. PULL FIBER CABLE THROUGH. REPAIR SURFACE PER CITY OF EDMONDS STANDARDS. 4O PROPOSED TRENCH (2) 4" CONDUITS. PULL FIBER CABLE PHOTO #1: FACING SOUTHWEST ON SOUTHWEST SIDE OF MAIN ST PHOTO #2: FACING SOUTHWEST ON SOUTHWEST SIDE OF MAIN ST THROUGH. REPAIR SURFACE PER CITY OF EDMONDS r STANDARDS. a 4Is I I'l liI. I I d O PROPOSED 3'x5' BORE PIT. REPAIR SURFACE PER CITY OF " EDMONDS STANDARDS. 6O PROPOSED DIRECTIONAL BORE. PLACE (1) 4' CONDUIT AND PULL FIBER THROUGH. O.. ;, _9.gti. ���N� - 1 :.slii eiliwi❖!•_2i _ 2mom 3 PHOTO #3: FACING SOUTH ON EAST SIDE OF 2ND AVE S a PHOTO #4: FACING SOUTHEAST ON SOUTHWEST SIDE OF MAIN ST 1r• - 3 — 4 5 • • Know whafs below. Call before you dig. 1/2" FULL DEPTH 10' EXPANSION JOINT DUMMY JOINT d a v a d d d a v d a a � d a a a d a a 10' O.C. 5' O.C. PLAN VIEW (NOT TO SCALE) 1' 5' MIN MIN. 2% MAX FULL DEPTH 1/2" EXPANSION CURB/GUTTER SEE COE STD JOINT MATERIAL ?1i DTL TR-520 2% MAX a ?�M a 1 /.2„ R d v a a a as as ao as as as aa�J a 2" MIN 5/8" MINUS CSTC ON SEE NOTES 4 & 5 NATIVE SUBGRADE BEARING SOIL SEE NOTE 9 SECTION VIEW NOTES: (NOT TO SCALE) 1 /8" TO 1 /4" 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. o a l 1/2" 3. FINISH SHALL BE LIGHT BROOM. DUMMY JOINT 4. SIDEWALK THICKNESS SHALL BE 4". (NOT TO SCALE) 5. SIDEWALK THICKNESS AT DRIVEWAYS AND DRIVEWAY TRANSITIONS SHALL BE 6". 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON—SKID AS SPECIFIED BY ENGINEER. 8. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. 9. NATIVE SUBGRADE BEARING SOIL AND CSTC SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES AND JOINTS SHALL HAVE 1/2" RADIUS REVISION DATE CITY OF EDMONDS APRIL 2021 CONCRETE SIDEWALK PUBLIC WORKS STANDARD DEPARTMENT DETAIL FS t . 18 9� APPROVED BY: R. ENGLISH T R — 5 31 2' MINIMUM SAWCUT R =1/2" 2" OF 5/8" MINUS CSTC NOTES: STANDARD TYPE "A" CURB/GUTTER (NOT TO SCALE) HMA DEPTH SHALL BE 4" FOR RESIDENTIAL ROADS AND 6" FOR ARTERIALS AND COLLECTORS SEE NOTE 12 6" CSTC OR CSBC PER WSDOT STD SPEC 9-03.9(3) SEE NOTE 13 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. FORMS SHALL BE TRUE TO LINE AND GRADE AND SECURELY STAKED. 3. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED ADJACENT TO ANY STRUCTURE. 4. FULL DEPTH EXPANSION JOINTS SHALL BE PLACED EVERY 10 FEET. 5. FULL DEPTH EXPANSION JOINTS SHALL HAVE 1/2" WIDE PREMOLDED JOINT FILLER. 6. CONCRETE SHALL BE CLASS 3000/COMMERCIAL MIX. 7. FINISH SHALL BE LIGHT BROOM. 8. CURB AND GUTTER SHALL BE SPRAYED WITH CLEAR CURING COMPOUND OR SHALL BE COVERED AND KEPT MOIST FOR 72 HOURS. 9. REMOVAL/REPLACEMENT OF CONCRETE CURB SHALL BE FROM EXPANSION JOINT TO EXPANSION JOINT, UNLESS OTHERWISE DIRECTED BY CITY ENGINEER. 10. A 2-FT MINIMUM ASPHALT SAWCUT MAY BE REQUIRED WHEN EXISTING PAVEMENT WOULD ABUT NEW CURB/GUTTER. 11. CURB/GUTTER SHALL BE 18" OR AS DIRECTED BY CITY ENGINEER. REFER TO CITY STANDARD CONCRETE CURB AND GUTTER DETAIL TR-520. 12. FINAL JOINT SHALL BE A NEAT SAW CUT STRAIGHT LINE. ALL EXPOSED VERTICAL EDGES SHALL BE TACKED NEATLY PER WSDOT STANDARD SPECIFICATION 5-04.3(4) APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(4)A. 13. CSTC SHALL BE INSTALLED UNDER HMA WHEN HMA SAWCUT IS REQUIRED. CSBC SHALL BE INSTALLED UNDER HMA WHEN FULL ROAD RECONSTRUCTION IS REQUIRED. 14. NATIVE AND GRAVEL SUBGRADE SHALL BE COMPACTED TO A MINIMUM OF 95% MAX DENSITY. `St. JB9- tjAPRIL SION DATE CITY OF EDMONDS VERTICAL 2021 CONCRETE CURB PUBLIC WORKS AND GUTTER STANDARD DEPARTMENT DETAI L APPROVED BY: R. ENGLISH T R- 5 2 0