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ENG2022-0293 ROW PERMITOF WAY EUC PERMIT o PERMIT NU City of Edmonds "��Q 121 5th Ave N, . •:�RIGHT ' 6- www.cityofedmonds.gov Description: COMCAST-REMOVE POLE W/REPAIR, PULL CABLE EXISTING CONDUIT ISSUED: 08/01/2022 Address: 414 7TH AVE N EDMONDS WA 98020-3011 EXPIRES: 02/01/2023 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00434208400100 CONTACTS NAME TYPE NAME ADDRESS PHONE APPLICANT TERESA STEMLER 1525 75TH ST SW STE 200, EVERETT WA 98203 (425)770-0020 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 LYLE M & ELIZABETH MUNDAY 414 7TH AVE N, EDMONDS WA 98020 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 08/01 /2022 RELEASED BY DATE Printed: Monday, August 01, 2022 3:51:00 PM 1 of 2 oe e n,y RIGHT OF WAY EUC PERMIT sAd - City of Edmonds Edmonds 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 X-2 ENGINEERING FINAL" E-7 RESTOR LIMITS E-7 CONCRETE SIDEWALK Printed: Monday, August 01, 2022 3:51:00 PM 2 of 2 RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION RECEIVED Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E6�. Jun 13 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. ;3XIM111M.1] Project Name EDMONDS PLANT MAINTENANCE Site Address or if no site address use Property Address at NW corner of project area: 283 7TH AVE N Associated Permits: BLD PLN ENG Owner and Entity Holding Franchise (if applicable) Name of Company Comcast Cable Communications Management Franchise Ordinance No: Point of Contact,lessamin Santos Title Permit Coordinator Address 1525 75th St SW, Ste 200 City Everett State WA Zip 98P03 Phone206-401-2188 Emailjessamin_santos@comcast.com Contractor and Authorized Agent of Name of Company Cannon Construction Primary Name Agent Name David Standring Title Title Permit Coordinator Mobile Address 406 Porter Way Email City Milton State WA Zip 98354 Secondary Name Phone 253-922-2787 ext 286 Title Email permitting@teamcannon.com Mobile City of Edmonds Business License No: Email State License No: CANNOCL791 JK 0 Contractor verifies it is currently bonded 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 well) e 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 6b. I 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? 40' How many poles are to be removed? I Are additional oles to be laced? o How man ? o I What is the height of the additionalpoles? na 6c. Are any poles to be modified/rebuilt/replaced? If yes: How many? 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: David Standring 0.1.'I3022.%10N.35:21 Ma DATE: 06/10/2022 APPLICANT PRINTED NAME: David Standring APPLICANT TITLE: Permitting Coordinator NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 SCHEDULE ALL INSPECTIONS THROUGH MYBUILD/NGPERMIT.COM JB0000999519 EDMONDS PLANT MAINTENANCE COMCAST PLANT MAINTENANCE CONTACTS: CANNON COMPANIES Silas Schroeder - 253-709-3302 - sschroeder@teamcannon.com RECEIVED Jun 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCOPE OF WORK: 1. PROOF AND PULL NEW HARDLINE COAX THROUGH EXISTING CONDUIT. SPLICE AT TAP IN PED & SPLICE SPLITTER AT POLE 2. PLACE NEW RISER AT NEW POLE ANDRESPLICE NEW COAX AT SPLITTER ENGINEERING DIVISION 3. REMOVE OLD RISER & POLE. REPLACE 19'X6' .����..�� -� *'OTED SIDWALK PANEL _ 17/27/2022 SHEET INDEX: ENGINEERING INSPECTOR 1 - COVER SHEET 4 - DESIGN TO DETERMINE 2 - LEGEND RESTORATION LIMITS 3 - GENERAL NOTES PRIOR TO FINAL. POLE INFORMATION: POLE COUNT = 1 TRANSMISSION = 0 POLES THAT NEED PERMIT = 0 DISTRIBUTION = 1 POLES THAT NEED MAKE READY = 0 BILL OF MATERIALS*: HARDLINE COAX: 150 FT ALL FOOTAGES AND MATERIALS ARE ESTIMATED ROW FOOTAGES*: SITE FOOTAGES*: NEW AERIAL = 0 FT. NEW BUILDING PATHWAY = 0 FT. OVERLASH = 0 FT. EXISTING BUILDING PATHWAY = 0 FT. NEW UNDERGROUND = 0 FT. NEW UNDERGROUND = 0 FT. EXISTING UNDERGROUND = 125 FT. EXISTING UNDERGROUND = 0 FT. RISER (1) = 25 FT. TOTAL ROW FOOTAGE = 150 FT. TOTAL SITE FOOTAGE = 0 FT. TOTAL PROJECT FOOTAGE = 150 FT. 283 7TH AVE N EDMONDS, WA 98020 Daley St PROJECT MAP: PAG E El Pfoyfield 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. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. Mai n sL Dayton St Tke, FwFure, Si,v� 19SS CANNON COMPANIES SAFETY I QUALITY I INTEGRITY I TEAMWORK w! FO ow Bell _. t Bel Frances Anderson Park N D o e—I I'rl THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED BY CANNON COMPANIES LINE TYPES EXISTING FEATURES LANE LINE UTILITY POLE CENTER LINE GLULAM UTILITY POLE FOGLINE �V/�VV VAULT - SMALL EOP EDGE OF PAVEMENT ❑/FRO VAULT-LARGE P P POWER / VAULT -25TA TS TS TRAFFIC SIGNAL ©/n/LPI PEDESTAL c c COMMUNICATION CAB CABINET S SEWER LT STREET LIGHT D D DRAIN c© CROSSWALK LIGHT DD DD DD DD DD DRAINAGE DITCH ® UTILITY RISER w G G GAS - SHRUBBERY w w WATER TREE T T TELCOM CB CATCH BASIN sT STEAM CATCH BASIN WITH SOCK UK UNKNOWN UTILITY Ci COMMUNICATION MANHOLE ROW RIGHT OF WAY O SEWER MANHOLE STRAW WATTLES O DRAIN MANHOLE FENCE �� WATER MANHOLE HIGH VISIBILITY FENCE Iv, FIRE HYDRANT TRAFFIC CONES / /O UTILITY VALVE ---------------------- PROPOSED NEW BORE LANE DIRECTION INDICATOR PROPOSED NEW TRENCH EXISTING SPLICE CASE EXISTING UNDERGROUND PATHWAY 00 EXISTING FIBER/COAX STORAGE — — — — — — — — — — — — — PROPOSED NEW AERIAL STRAND EXISTING AERIAL PATHWAY LEGEND EXISTING - CONTINUED �V VAULT - SMALL ❑ VAULT -LARGE VAULT-25TA ❑ 444LA MANHOLE m233LA MANHOLE ID VAULT - SMALL VAULT -LARGE EM VAULT-25TA ❑ 444LA MANHOLE Fol 233LA MANHOLE CBORE PIT HF H-FRAME ►, PROPOSED SPLICE CASE 00 PROPOSED FIBER/COAX STORAGE MARK-UP NOTATIONS - STA 0+00 DISTANCE STATION �xx DISTANCE DIMENSION CONSTRUCTION NOTE CALLOUT A CROSS SECTION SYMBOL CROSS SECTION NAME 7 CROSS SECTION SHOWN ON PAGE , WORK BEING DONE PHOTO NOTE CALLOUT LOCATION 40 PHOTO LOCATOR SYMBOL RESTORATION TYPES ASPHALT SURFACE ❑ CONCRETE ROADWAY PANEL ❑ LANDSCAPE RECEIVED Jun 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W °3 LU LU a 0 � V z Z 0 Q Z � V 0 010 , I O ,1 ^ V 1 V 0 U W 111 0 a O Z 04 Z CI Fz0 Q N Z W O Z 0) ma3 LLI H o z L.= H Z_ O J r G Q O fLMZ m U0 Z �"- O W Z �L Q W J a u d m Z w O Z LU w 0 o U a w a a a 0 PROJECT CODE 17-050 DATE: 5/4/22 BMWN BY: JONNY MYRICK APPROVED BY: SILAS SCHROEDER HALE 1:10 LEGEND 0 0 0 2 OF 4 GFNFRAI NnTFS 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 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 (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % TO 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 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. Cel 7e\11 awil rimW 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 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 RECEIVED 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. Jun 13 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT till Y Ix o W °3 a � w 0 u. V z �_. Z 0 a Z QLU LL V N O U W W V a O z N o> �z0 Z a N z W O Z IF Ra3 LU C zFrn Z O g�c a O d M z C C c G N z C W Z a W J d a m z Oz w LULL w OC o z F U w o II w a a 0 w PROJECT CODES 17A-050 DATE'. 5/4/22 DRAWNB9i JONNY MYRICK APPROVED BY SILAS SCHROEDER ALE NITS GENERAL NOTES 0 0 0 3 OF 4 do3 DALEY ST MO�J I IF ANY PORTION OF DRIVEWAY APPROACH IS REMOVED OR DAMAGED, A PORTION OR ALL OF DRIVEWAY APPROACH MAY BE REQUIRED TO BE REPLACED. ----------- I I I � I I ENGINEERING INSPECTOR TO DETERMINE RESTORATION LIMITS PRIOR TO FINAL. 1 � -- M02J --- N DRIVEWAY 3 z w a CONSTRUCTION NOTES: 1. PROOF AND PULL NEW HARDLINE COAX THROUGH EXISTING CONDUIT. SPLICE AT TAP IN PED & SPLICE SPLITTER AT POLE 2. PLACE NEW RISER AT NEW POLE ANDRESPLICE NEW COAX AT SPLITTER 3. REMOVE OLD RISER & POLE. REPLACE 19'X6' SIDWALK PANEL -ROW 414 ENGINEERING DIVISION ���... ,�� A " ' "7TED � 17/27/2022 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. I I I 716 I III OWNER/CONTRACTOR IS F ESPONSIBLE FOR EROSION CONTROL AND DRAINAGE y 1 25DRIVEWAY � 125' v ROW 19 I RECEIVED I Jun 13 2d22 I I CITY OF EDMO�IDS DEVELOPMENTSEVICES DEPARTMEN tn °3 o W N a c� W U z Z 0 a Z a / V N Vi Q U O U W LY V a o Z N Of FZpop Z a In Z W (n Z � �a3 LU C Z F H Z J r 0 Q o a M Z O CC G 7 G N z p H o W Z W J d m oZ 7 a LULL w oC o z U w� 0 a a 0 w PROIEC, CODE: l.E 7-050 DATE: e/^/22 Y DRAWN- JJONNY MYRICK APPROVED av: SILASSCHROEDER SCALE: .E :.E 0 DESIGN 0 0 0 4 Or 4 SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE j SPEED MIT O 0 25 W ROW— NROAD ROW ROW— _ EOP EOP Mold 628 MON 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. MOld MOld UNKNOWN OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. CERTt= Fykc CO(Vf7R0= R RECEIVED RVISp CANNON CONSTRUCTION INC. Jun 13 2022 ,gN70N10 CgRCN 31311202`' CITY OF EDMONDS �f ED/ 1272g EXP DEVELOPMENT SERVICES `'�- DEPARTMENT DALEY ST ENGINEERING DIVISION ...,7TED 17/27/2022 656 DRIVEWAY MON— NW CORNER OF MAIN ST / y� IR 7TH AVE N INTERSECTION: 0 W V I u 0 v THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN FLAGGING 2-LANE ROAD THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED NO SIDEWALK AVAILABLE ON _ THE EAST SIDE OF STREET NORTH OF DALEY ST DALEY 7ew� CLOSEDII R9-11AL CROSS HERE BY THE PUBLIC AUTHORITY HAVING JURISDICTION I I � I � I d03 Row SPRAGUE ST EOP EOP wzo-, W3-4 Q.= ROAD AHOEAD SITE NOTES R2-, SIGN SPACING = X (FEET) LONGITUDINAL BUFFER SPACE = B Maintain driveway access at all timesM,m Place temporary "NO PARKING" signs at least 72 hours prior to work Sidewalks to remain open during road work unless noted otherwise j 25 j 316 1 71 FREEWAYS &EXPRESSWAYS 50/70 MPH 1500'+/-(ORASPERMUTCD) SPEED 25 30 35 40 45 50 55 60 65 70 RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- LENGTH 155 200 250 305 360 425 495 570 780 840 RURAL ROADS &URBAN ARTERIALS 35/40 MPH 350'+/- MINIMUM TAPER LENGTH IN FEET = L DISCLAIMER All traffic control setups, sign spacing, and procedures will conform TRAFFIC CONTROL ADDITIONAL NOTES RURAL ROADS &URBAN ARTERIALS 25/30 MPH 200' +/- LANE POSTED SPEED LIMIT (MPH) For aerial work, there will be a moving traffic control setup RESIDENTAL &BUSINESS DISTRICTS WIDTH 25 30 35 40 45 50 55 60 65 70 to the specifications stated in the federal Manual on Uniform Traffic Control Devices (M.U.T.C.D) - Will coordinate with businesses that will be affected by construction 10 105 150 205 270 450 500 550 - URBAN STREETS 25 MPH OR LESS 100' +/- Cities and various municipalities may have also adopted specialized guidelines for traffic control within their jurisdiction. It is the Will have spotter on site to escort pedestrians through work zone All work will stop while pedestrians are escorted through ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED 11 115 160 225 295 495 550 605 660 - (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE responsibility of the on -site traffic control personnel to verify if any work zones 1 2 125 180 245 320 540 600 660 720 780 840 INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. special conditions exist. - Will have n0 more than two work areas active at a time d03 LEGEND Work Vehicle Work Area �� mo M Flagger Spotter EOP N 741 Y 0' Vi W _ Q N IL LU W ►L V z Z 0 Z 0 Q � V N V ) V O U W Z LU V o Z N Of F Z Z Q pp ZLUM Z Of �Q?� c ZFN 4 Z_ c o a M Z a 101 1 O N C0 G Z � o W Z W J d m zw oz 7,< LULL w o Z wDc E a a 0 PROJECT CODE: .E 7-050 DATE: 5/4/22 DRAWN- JONNY MYRICK APPROVED av: SILAS SCHROEDER SCALE: 1:50 TCP I I 0 0 0 1 Or 1