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ENG2023-0300 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds LM www.edmondswa.gov i Description: COMCAST - REMOVE CONDUIT FROM BO POLE ATTACH TO NEW POLE ISSUED: 07/31/2023 Address: 410 DAYTON ST EDMONDS WA 98020-3518 EXPIRES: 01/31/2024 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 27032300406900 NAME TYPE NAME ADDRESS PHONE APPLICANT DESIRE GEORGE 406 PORTER WAY, MILTON WA 98354 (253)922-2787 CONTACT CANNON CONSTRUCTION LLC 406 PORTER WAY, MILTON WA 98354 (253)922-2787 CONTRACTOR CANNON CONSTRUCTION INC 406 PORTER WAY, MILTON WA 98354 (253)248-1052 OWNER WINSLOW LLC 18445 16TH AVE NW, SHORELINE WA 98177 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE - PER PERMIT $45.00 $45.00 ENG - INSPECTIONS $504.00 $504.00 RIGHT-OF-WAY PERMIT - STANDARD $378.00 $378.00 REQUIREMENTS 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. RELEASED BY: MAJ DATE: 07/31/2023 Printed: Monday, July 31, 2023 10:28:28 AM 1 of 2 RIGHT OF WAY EUC PERMIT PERMIT NUMBE3 City of Edmonds ,...Ave N, Edmonds WA 9:01 1 11 www.edmondswa.gov • • CONDITIONS CONDITION TYPE 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:OOam to 6:OOpm on SOUND AND 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 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 COMPLETE A-1 JOB START E-7 TRAFFIC CTRL X-2 ENGINEERING FINAL** E-7 CONCRETE SIDEWALK E-7 CURB GUTTER E-7 DWY APPROACH E-7 RESTOR LIMITS Printed: Monday, July 31, 2023 10:28:28 AM 2 of 2 RECEIVED of EpM04O� SECTION A RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right-of-Wgy permit Handout E6�. Jun 27 2023 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 410 Dayton St Site Address or if no site address use Property Address at NW corner of project area: 410 Dayton St Edmond WA 98020 Associated Permits: BLD PLN ENG Owner and Entity Holding Name of Company Comcast Cable Communications Management Franchise Ordinance No: Point of Contact Jessamin Santos Title Permit Coordinator Address 410 Valley Ave NW City Puyallup State CIA Zip 98371 Phone 25.256.8843 Email jessamin—santos@cable.comcast.com Contractor and Authorized Agent of Owner Name of Company Cannon Construction (see note below) Contractor Contacts During Construction Primary Name Agent Name Desire George Title Title Permit Coordinator Mobile Address 406 Porter Way Email City Milton State WA Zip 98354 Secondary Name Phone 253-922-2787 ext Title Email dgeorge@teamcannon.com Mobile City of Edmonds Business License No: Email State License No: CANNOCL791 JK 0 Contractor verifies it is currently bonded 0 Contractor verifies it currently has general liability insurance NOTE: ECDC18.6o.o2o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. ❑ Multifamily residential ❑ Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: ❑ Utility Franchise Work associated with development (check one of the above boxes as welt ❑ Traffic Control Only (no associated development) X 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.) Wreckout (1) 2" riser & (1) 4" riser, Dig up and intercept 4" conduit and place (1) new 4" split duct riser on new pole, break out B'x9' concrete panel, reroute and place new conduit to vault RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk '72hours + LF I x LF SF Alley'72 hours + LF Ix I LF SF Parking 72 hours + LF Ix I 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: e telecommunications ❑ cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm Details of Work to be Completed 1. Does the utility owner have existing overhead infrastructure in the area of work? Yes X No 2. Will any equipment be added underground or above round (e.. pedestals, vaults, etc.)? X If yes, describe: placing conduit uncierground to new pole 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 6. of Work to be Completed 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 project is proposed: 8x9 panel of sidewalk along Dayton St Yes x No 11 6a. Does your project involve wires/cables/lines? If yes: X How many are existing? I I How many are to be added? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 6b. Does your project involve poles? If yes: X How many poles are existing in the project area? 2 What is the height of the existing poles? 35 How many poles are to be removed? o 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: Desire George D..2!023062608375 -0,W DATE: 06i26/2023 APPLICANT PRINTED NAME: desire George APPLICANT TITLE: Permit Coordinator NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 00 3: W I N J 0 V J Q W 0 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM o PARKING LOT x o 120 RESTORATION LIMITS TO BE DETERMINED BY CITY ENGINEERING INSPECTOR S/W❑ OW O ROW S/W — OW /W - S OW SIDEWALK RI EWAY CB EOP- EOP EOP 0 IDEWALK I. PARKING 20 EOP „ EOP D DAYTO ND S T D MH 9' D D E 1 __-_-_— O - - - - - - - S --_— — M —_—_ ___ o CD 9E 0 ,A JAJ W Q -W - W W Q W CB PARKING PARKING 30' 14' U) S/W — �— EO CB PARKING C _ _ — C C C 3 C 2' EOP C S/W - - S/W C S/W DRIVEWAY S/W SIDEWALKS W 25 °25 RI SVAY 5' • SI(,VALK DRIVEWAY Ft'o R/Nvj - - - - - 0 o Ix 410 VIM o 0 420 400 IY OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY p UTILITIES MAY REQUIRE A SEPERATE PERMIT. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 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. ENGINEERING DIVISION APPROVED AS NOTED %I/ LV1,,J,,,44p 07/25/2023 VV RECEIVED Jun 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONSTRUCTION NOTES. 1O WRECKOUT (1) 2" RISER & (1) 4" RISER 2 DIG UP AND INTERCEPT 4" CONDUIT AND PLACE 2) (1) NEW 4" SPLIT DUCT RISER 3 BREAK OUT 8'X9' CONCRETE PANEL, REROUTE AND PLACE NEW CONDUIT TO VAULT **NEED RATCHET SET FOR VAULT C/G & SIDEWALK FORM INSPECTIONS REQUIRED LOCATION POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN O SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS STATION START STATIONING STARTS AT 10+00 THE INTERSECTION OF 4TH AVE S & DAYTON ST UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF T HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF S' HORIZONTAL CLEARANCE. / N \ W 4 E �S� Ce.�.�eNi.y Tlw Fufir�$wu�1965 CANNON COMPANIES e�:try I ou�ury I •rrEaxrry I �rwortu li COMCAST I&. Knowwhat's below. CALL before You dig. UJ O ci 04 Z as 1-004 W z O G G Z 4 Im��Q Z W a N O Z N W a x u K O z WLU a V a 0 ir -.irr CODE: 17-050 DATE: 06/22/23 PROJECT MANAGER: ZR DRAWN BY: HAYLEY W SCALE: I I I 0 10 20 CONSTRUCTION PLAN 5/ 7 V >J W 0 0 0 0 o F¢- a_ O M SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM PARKING LOT RESTORATION LIMITS TO BE DETERMINED BY CITY ENGINEERING INSPECTOR OWS1W O OW SIDEWALK TEOP- EOP PARKING O —J S/W RIVEWAY DAYTON ST 0 CD I + o o LO ~ ¢ PARKING PARKING C0 co 3/W II •tom— EOP s/W DRIVEWAY � - SIDEWAL � S.ROW SN 400 I I Q w OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING > ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. 0 G, OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 410 M 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. 0 120 0 OW 0 IDEWALK EOP 11 1� EOP 'till RESTORATION NOTES. RESTORE CONCRETE SIDEWALK PANELS PER CITY OF EDMONDS SPECIFICATIONS. -------f— — — -- C/G & SIDEWALK FORM 0 INSPECTIONS REQUIRED 30' - - - VAY ENGINEERING DIVISION RECEIVED APPROVED AS NOTED ,II Jun 27 2023 Jell Ulo✓xu..,,,p 07/25/2023 CITY OF EDMONDS VV DEVELOPMENT SERVICES DEPARTMENT LOCATION POTHOLE DISCLAIMER POTHOLING WILL BE PERFORMED IN O SOFT SURFACES WHEN APPLICABLE TO REDUCE HARD SURFACE RESTORATION. PATCH POTHOLE LOCATIONS PER LOCAL JURISDICTION SPECIFICATIONS STATION START STATIONING STARTS AT 10+00 THE INTERSECTION OF 4TH AVE S & DAYTON ST UTILITY LOCATION DISCLAIMER ALL LOCATIONS OF UTILITY SHOWN ARE APPROXIMATE. LOCATIONS OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATHWAY MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTH TO BE VERIFIED IN FIELD DURING TIME OF CONSTRUCTION WHEN TRENCHING DRAINAGE SYSTEM DISCLAIMER EXISTING DRAINAGE SYSTEM (GRATE INLET, DITCH, ETC.) SHALL BE PROTECTED AND FUNCTIONAL THROUGHOUT THE CONSTRUCTION PROJECT. IF ANY PARTS OF THE SYSTEM ARE IMPACTED BY CONSTRUCTION ACTIVITIES, THEY SHALL BE RESTORED TO THE ORIGINAL CONDITIONS. UTILITY NOTE WHEN CROSSING EXISTING SEWER, STORM MAIN, WATER, AND GAS UTILITIES, PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF 12" ABOVE AND 18" BELOW VERTICAL CLEARANCE (MEASURED FROM OUTSIDE EDGE OUTSIDE EDGE WHEN PARALLEL TO GAS UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF T HORIZONTAL CLEARANCE. WHEN PARALLEL TO ALL OTHER UTILITIES PROPOSED CONDUIT MUST MAINTAIN A MINIMUM OF S' HORIZONTAL CLEARANCE. / N \ W J E S C-fi dTIw F..w.r s' .ass CANNON COMPANIES e�:try I au�ury I nrrEaxrry I �rwortu li COMCAST I&. Knowwhat's below. CALL before you dig. UJ O ci CV Z 1- 004 W zN ocoz Q Z W a Z u 00 N w = K o z W 0 V 0- CODE: 17-050 DATE: 06/22/23 PROJECT MANAGER: ZR DRAWN BY: HAYLEY W SCALE: I I 0 10 20 RESTORATION PLAN 6/7 CONSTRUCTION NOTES. 1O WRECKOUT (1) 2" RISER & (1) 4" RISER DIG UP AND INTERCEPT 4" CONDUIT AND PLACE 2 2) (1) NEW 4" SPLIT DUCT RISER BREAK OUT 8'X9' CONCRETE PANEL, REROUTE 3 AND PLACE NEW CONDUIT TO VAULT **NEED RATCHET SET FOR VAULT RESTORATION NOTES: 1 R RESTORE CONCRETE SIDEWALK PANELS PER CITY OF EDMONDS SPECIFICATIONS. 1 R ,� . • is ' I') ' F' T r� Al l/- y .. wok y¢ " �\ U 7 2 /l PLACE NEW CONDUIT TO VAULT 2 BREAK OUT 8'X9' CONCRETE PANEL ROAD NAME - DAYTON ST ROAD NAME - DAYTON ST RECEIVED Jun 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT / N \ W 4 E �S� Ce.�.�eNi.y Tlw Fufir�$wu�1965 CANNON COMPANIES e�:try I au�ury I nrrEaxrry I �rwortu NO COMCAST I&. Know what's below. CALL before you dig. W N �Nf~00 Q opp4 W z ��' rn Z Q O G G O O O 0 Z W Q J tN 0 Z N Wo = �Z Lu° WR 0- CODE: 17-050 DATE: 06/22/23 PROJECT MANAGER: ZR DRAWN BY: HAYLEY W SCALE: NO SCALE SITE PHOTOS 7/ 7 PROJECT MAP: v D Q � L N L PAGE 5 0,�,.,.... v Q D L �N� W ' E �S� POLE INFORMATION: POLE COUNT = 2 TRANSMISSION = 0 POLES THAT NEED PERMIT = 0 DISTRIBUTION = 2 POLES THAT NEED MAKE READY = 0 BILLOF MATERIALS*. *ALL FOOTAGES AND MATERIALS ARE ESTIMATED II FIBER 57 FT + 20% STORAGE = 68 FT ROW FOOTAGES*: SITE FOOTAGES*: NEW AERIAL = OFT. NEW BUILDING PATHWAY = 0 FT. OVERLASH = OFT. EXISTING BUILDING PATHWAY = 0 FT. NEW UNDERGROUND = 7FT. NEW UNDERGROUND = 0 FT. EXISTING UNDERGROUND = OFT. EXISTING UNDERGROUND = 0 FT. RISER(2) = 50FT. TOTAL ROW FOOTAGE = OFT. TOTAL SITE FOOTAGE = 0 FT. I TOTAL PROJECT FOOTAGE = 57 FT. I Plant Maintenance J B0001507290 410 DAYTON ST Cow J -rk,& Fwttw& 5 i *� 19 8 5 CANNON COMPANIES SAFETY I QUALITY I INTEGRITY I TEAMWORK SITE ADDRESS: 410 DAYTON ST EDMONDS WA 98020 Know what's below. CALL before you dig. CONTACTS: COMCAST COMMUNICATION Casey Brown - (425)-263-5345 - Casey_Brown2@cable.comcast.com CANNON COMPANIES Zack Rollins - (253) 754-1914- zrollins@teamcannon.com SCOPE OF WORK: - WRECKOUT (1) 2" RISER & (1) 4" RISER - DIG UP AND INTERCEPT 4" CONDUIT AND PLACE (1) NEW 4" SPLIT DUCT RISER - BREAK OUT 8'X9' CONCRETE PANEL, REROUTE AND PLACE NEW CONDUIT TO VAULT **NEED RATCHET SET FOR VAULT SHEET INDEX 1 - COVER 7 2 - GENERAL NOTES 3 - LEGEND 4 - DETAILS 5 - CONSTRUCTION PLAN 6 - RESTORATION PLAN SITE PHOTOS RECEIVED Jun 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COMCAST STANDARD 1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES. 4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES. 5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM. 6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE. 7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS. 8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED. 11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. TRAFFIC CONTROL 1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS. 2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING NON -WORKING HOURS EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN. SITE PREPARATION 1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE. 2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE). 3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. TRENCH EXCAVATION AND BACKFILL 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON -TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC -BEARING LOCATIONS. 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. UTILITY DUCT 1. BURIED DUCT SHALL BE SCHEDULE 80 PVC OR EQUIVALENT, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % VAULT. 2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION. 3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE. 4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC -GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM -RATED. CEMENT CONCRETE PAVEMENT 1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF EACH JURISDICTION. ASPHALT CONCRETE PAVEMENT 1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION. GRAVELAREAS 1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION. SITE RESTORATION 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES. 2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN -KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL. 3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO CONSTRUCTION. WATER QUALITY 1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S WATER QUALITY STANDARDS 2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE. DIRECTIONAL BORING 1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS. 2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. FIRE PROTECTION 1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT. 2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE -RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT. AERIAL INSTALLATION 1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION. 3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. RECEIVED Jun 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Ce.+erAin9 T Iw FW uw Siwae iv85 i CANNON COMPANIES s�ery I auunv � swim � �rxionK li COMCAST I$. Know what's below. CALL before you dig. W N �HU Z Q coc 1-00 W T. H Z 000Z a m o o p L '�� Z W a J f1 V 0 z� O Z � LULUo a � U w o d u a Q 0 CODE, 17-050 DATE. 06/22/23 PROJECT MANAGER: ZR DRAWN BY: HAYLEY W SCALE: NO SCALE GENERAL NOTES 2/7 LINE TYPES PARCEL LINES BUILDING OUTLINE LANE LINE CENTER LINE / STATION LINE FOG LINE EOP EOP EDGE OF PAVEMENT Row Row RIGHT OF WAY SIDEWALK CROSSWALK FENCE L GUARD RAIL P POWER Ts TRAFFIC SIGNAL O COMMUNICATION T T TELECOMMUNICATION S S SEWER MAIN SS Ss SIDE SEWER D D DRAIN MAIN DID DD DRAINAGE DITCH G G GAS OIL OIL OIL ST ST STEAM W W WATER UNIC UNIC UNKNOWN UTILITY STRAW WATTLES 0 0 0 0 0 0 0 o n n TRAFFIC CONES PROPOSED NEW CONDUIT PROPOSED NEW STRUCTURE EXISTING CONDUIT/INFRASTRUCTURE PROPOSED NEW AERIAL STRAND EXISTING AERIAL SYMBOLS 0/0 UTILITY POLE (EXIST / NEW) ®/® UTILITY RISER (EXIST / NEW) SL STREET LIGHT CW CROSS WALK SIGNAL ."YA,�t 3e SHRUBBERY TREE CB CATCH BASIN CATCH BASIN W/ SOCK FIRE HYDRANT �M WATER METER MH MANHOLE OV UTILITY VALVE 17X30 VAULT 24X36 VAULT 36X48 VAULT 4X4 VAULT 25-TA VAULT 35-TA VAULT 253-TA VAULT 233-LA ® 444-LA LINK VAULT (SIZE MAY VARY) DH DOG HOUSE TH TIGER HOUSE CAB CABINET [P] PEDESTAL BOREPIT BOREPIT (SIZE MAY VARY) �. EXISTING SPLICE CASE �. NEW SPLICE CASE NEW COAX TAP 2V NEW STORAGE POLE ANCHOR/GUY PROPOSED 339' FOOTAGE NOTE (339') FOOTAGE NOTE OVER MULTIPLE SHEETS O UTILITY POTHOLE STREET SIGN IN \\ NORTH ARROW LANE DIRECTION INDICATOR 0 o BUS STOP LOCATION MARK-UP NOTATIONS - STA 0+00 DISTANCE STATION # --� DISTANCE DIMENSION POLE # CALLOUT CONSTRUCTION NOTE CALLOUT CROSS SECTION SYMBOL A CROSS SECTION NAME CROSS SECTION PAGE WORK BEING DONE PHOTO NOTE CALLOUT LOCATION 40 J PHOTO LOCATOR/ORIENTATION ��/// CALLOUT HATCH PATTERNS El CONCRETE ASPHALT El CONCRETE PANELS ® BRICK/COBBLE ® LANDSCAPE GRAVEL ❑ LIMITS OF RESTORATION RECEIVED Jun 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Ce. A-OTI-F.6. Siwac]A85 CANNON COMPANIES s TvIQll mI KrOWm I WArxTOW A 100 COMCAST is. Know what's below. CALL before you dig. Uj O V CV 0)HU Z Q COO 1 -00 W T. H Z 00 z a m O O p Z W a J d V a Z O Z v) w = u � o wLU o a N a a 0 CODE: 17-050 DATE' 06/22/23 PE.ECTMANA H ZR DRAWN BY: HAYLEY W SCALE: NO SCALE LEGEND 3/7 PLAN VIEW 12" MIN. ZONE OF INFLUENCE 12" MIN 8" MIN CONCRETE (MATCH CL EX IF GREATER DIRECTION OF VEHICULAR TRAFFIC ° a ° a • , . ° e ° 8 LOCATION LOCATION 1 2 LOCATION LOCATION 4 3 5" MIN -UP TO 2 CONDUITS CONDUIT STANDOFF BRACKET CONDUIT CLAMP 1S" MIN LENGTH LEX CONCRETE SURFACE Z 12' _ 24" n STANDARD DETAIL n STANDARD DETAIL RISER PLACEMENT ` CONCRETE TRENCH DETAIL 6" MIN COMPACT MINERAL AGGREGATE TYPE 2 COMPACTED BACKFILL RECEIVED Jun 27 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT COnw 6-6 Tk.FWW SiA 1985 CANNON COMPANIES e�ceET I auunT I �lE�oxm I iF.rYroxc ii COMCAST Know what's below. CALL before you dig. W N V Q CDt~NCCOO O 0 Q O 3 H Ln N Z Z Q O G C m O O 0 z ul Q u ci z� oz � u LU cr o Z U a w a a r a 0 cooE: 1 7.0: onrE: 06/22/23 PROJECT MANAGER: ZR DRAWN BY: HAYLEY W SCALE: NO SCALE DETAILS 4/7 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM SIGN SPACING = X (1) RURAL ROADS & URBAN ARTERIALS 35 140 MPH 350't RURAL ROADS, URBAN ARTERIALS, 25 130 MPH 200't (2) RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100't (2) (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERSECTIONS AND DRIVEWAYS. (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. LEGEND K TEMPORARY SIGN LOCATION O CHANNELIZING DEVICES PROTECTIVE VEHICLE BY MINIMUM SHOULDER TAPER LENGTH = 1-13 (feet) SHOULDER Posted Speed (mph) VADTH (feet) 25 1 30 1 35 1 40 1 45 1 50 1 55 1 60 1 65 1 70 8' 40 1 40 1 60 1 90 1 - - - - - - 10' 40 1 60 1 90 1 90 1 _ USE A 3 DEVICES TAPER FOR SHOULDERS LESS THEN 8' TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER WORK ZONE IS SET UP BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 1 30 1 35 1 40 1 45 1 50 1 55 1 60 1 65 1 70 LENGTH (feet) 155 200 1 250 305 360 425 495 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE WEIGHT 9,900 TO 22,000 Ibs. HOST VEHICLE WEIGHT > 22,000 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH > 55 MPH 100' 123' 172' 74' 100' 150, PROTECTIVE VEHICLE (WORK VEHICLE) = R NO SPECIFIED DISTANCE REQUIRED DAYTON ST Z b � ® 0 0 O 0 O O 0 0 O WORK AREA X X i L/3 B R 50, 48' ROAD WORK AHEA/48' SHOULDER WORK 48„ W21-5 CHANNELIZATION DEVICE SPACING feet MPH TAPER TANGENT 35/40 30 60 25/30 20 1 40 ENGINEERING DIVISION RECEIVED APPROVED AS NOTED Jun 27 2023 jdl W�� p 07/25/2023 v -U CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NOTES 1. DEVICE SPACING FOR THE DOWNSTREAM TAPER SHALL BE 20'(FT). SHOULDER CLOSURE - LOW SPEED 2. ALL SIGNS ARE BLACK ON ORANGE. (40 MPH OR LESS) NOT TO SCALE ure - Low Soeed (40 MPHI or Less)\TC-5.dan � xnx vxv �I/ TC5� Washington State .... Department of Transportation or TRAFFIC CONTROL PLAN x RECEIVED Jun 27 2023 CITY OFDEVELOPMENT EDMONDS CITY OF EDMONDS MyBuildingPermit.com DEVELOPMENT SERVICES DEPARTMENT Right -of -Way Application #1338330 - JB0001507290-PLANT MAINTENANCE Applicant First Name Last Name Company Name Desire George Cannon Construction LLC Number Street Apartment or Suite Number E-mail Address 406 Porter Way dgeorge@teamcannon.com City State Zip Phone Number Extension Milton WA 98354 (253) 922-2787 Contractor Company Name CANNON CONSTRUCTION LLC Number Street Apartment or Suite Number 406 Porter Way City State Zip Phone Number Extension Milton WA 98354 (253) 754-1914 State License Number License Expiration Date UBI # E-mail Address CANNOCL791JK 4/12/2025 FD15gf13F;3 zrollins@teamcannon.com Project Location Number Street Floor Number Suite or Room Number 410 DAYTON ST City Zip Code County Parcel Number EDMONDS 98020 27032300406900 Associated Building Permit Number Tenant Name Additional Information (i.e. equipment location or special instructions)_ Work Location Property Owner First Name Last Name or Company Name WINSLOW LLC Number Street Apartment or Suite Number 18445 16TH AVE NW City State Zip SHORELINE WA 98177 Certification Statement - The applicant states: I certify that I am the owner of this property or the owner's authorized agent. If acting as an authorized agent, I further certify that I have full power and authority to file this application and to perform, on behalf of the owner, all acts required to enable the jurisdiction to process and review such application. I have furnished true and correct information. I will comply with all provisions of law and ordinance governing this type of application. If the scope of work requires a licensed contractor to perform the work, the information will be provided prior to permit issuance. Date Submitted: 6/26/2023 Submitted By: Desire George Page 1 of 2 i CITY OF EDMONDS MyBuildingPermit.com Right -of -Way Application #1338330 - JB0001507290-PLANT MAINTENANCE Project Contact Company Name: Cannon Construction LLC Name: Desire George Email: dgeorge@teamcannon.com Address: 406 Porter Way Phone #: (253) 922-2787 Milton WA 98354 Project Type Utility Purveyor Activity Type Utility Work Project Name: JB0001507290-PLANT MAINTENANCE Scope of Work Disturbance of Surface Description of - WRECKOUT (1) 2" RISER & (1) 4" RISER - DIG UP AND INTERCEPT 4" CONDUIT AND Work: PLACE (1) NEW 4" SPLIT DUCT RISER - BREAK OUT 8'X9' CONCRETE PANEL, REROUTE AND PLACE NEW CONDUIT TO VAULT Project Details Project Information Job Number JB0001507290 Page 2 of 2