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ENG2021-0127 ROW PERMITOF WAY EUC PERMIT PERMIT NUMBER City of Edmonds EdmondsRIGHT 98020ENG2021-0127 www.cityofedmonds.gov Description: COMCAST-TRANSFER TO NEW POLE, REMOVE SIDEWALK PANEL & ISSUED: 09/13/2021 PATCH Address: 630 MAIN ST EDMONDS WA 98020-3056 EXPIRES: 03/13/2022 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00434209700900 NAME TYPE NAME ADDRESS PHONE APPLICANT COMCAST 1525 75TH ST SW, EVERETT WA 98203 (425)921-8201 CONTRACTOR CANNON CONSTRUCTION INC 406 PORTER WAY, MILTON WA 98354 (253)248-1052 OWNER MCDONALD JOHN & SANDRA 630 MAIN ST, EDMONDS WA 98020 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 ENGINEERING INSPECTION FEE $220.00 $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. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 09/13/2021 VAIlAF9:1H ]1 DATE Printed: Monday, September 13, 2021 2:38:37 PM 1 of 2 -KRWOF WAY EUC PERMIT City of • • • •:• •ENG2021-01271 www.cityofedmonds.gov• • 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. 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. TRAFFIC CONTROL Traffic Control per approved plan and MUTCD. All Flaggers shall be certified. All utilities shall be located prior to any excavation. New locates shall be called for if at time of UTILITY LOCATES excavation, original locates are no longer identifiable. INSPECTIONS INSPECTION TYPE DATE RESULT COMPLETE A-1 JOB START X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL E-7 CONCRETE SIDEWALK E-7 RESTOR LIMITS Printed: Monday, September 13, 2021 2:38:37 PM 2 of 2 nF EVA,1(-), -,NC. I sc) u RECEIVED Apr 07 2021 ROW PERMIT NO.: ENG 2021-0127 CITY OFLOPM ETSERVI ISSUE DATE: 9/13/21 DEVELOPMENT SERVICES DEPARTMENT RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: DURBIN & MAIN CONTRACTOR: CANNON CONSTRUCTION INC Mailing Address' COMCAST: 410 Valley Ave NW Puyallup WA 98371 CANNON: 406 Porter Way Milton WA 98345 State License #: 601590363 City Business License #: CONTACT: COMCAST (APPLICANT): Jourden Lawrence CANNON (CONTRACTOR): Shannon Heaton Phone #' COMCAST: 425-924-8201 CANNON: 253-922-2787 Fax #: Email #• COMCAST: jourden_lawrence@comcast.com CANNON: sheaton@cannonconstructioninc.com ❑ Liability Insurance ❑ Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 630 MAIN ST. ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family 0 EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit9 ANY ASSOCIATED PERMITS? ❑ Other ❑ Yes ❑ No BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : TRANSFER EXISTING COMCAST SYSTEM TO NEW POLE. REMOVE & REPLACE SIDEWALK PANEL WITH TEMPORARY PATCH PER CITY OF EDMONDS SPECIFICATIONS. TRENCH OVER EXISTING RISER & CABLE. PLACE TAP, PEDESTAL & BLOCK SPLICE. PLACE 2" CONDUIT TO POLE. PLACE RISER & PULL NEW COAX HARDLINE. JT325224 WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO ❑ Year: PAVEMENT CUT: ❑ Yes X❑ No If yes, indicate size of cut: x CONCRETE CUT: ❑X Yes ❑ No If yes, indicate size of cut: 3.5' x 6' RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF X LF SF Alley 72 Hrs + LF X LF SF Parking 72 Hrs + LF X LF SF APPLICANT TO READ AND SIGN *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 is to 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. Indemnity: The Applicant has signed an application which states he/she hold 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 defense costs and attorney fees by reason of granting this permit. I have read the above statements and understand the permit requirements and acknowledge that I must follow all requirements in order for the permit to be valid. Shannon Heaton paea202904.07084549n ;eoo n 4/7/2021 SIGNATURE DATE Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM sh?'A'MO COMCAST JT325224 POLE TRANSFER Co*,mu, " " Tlt, Fwtwre, S i *,4S 19 8 S CANNON COMPANIES CONTACTS: CANNON COMPANIES Todd Gallant - (253)-468-5971 - tgallant@cannonconstructioninc.com SCOPE OF WORK: - TRANSFER EXISTING COMCAST SYSTEM TO NEW POLE SAFETY I QUALITY I INTEGRITY I TEAMWORK - REMOVE & REPLACE SIDEWALK PANEL WITH TEMPORARY PATCH PER CITY OF EDMONDS DURBIN & MAIN MAIN ST & DURBIN DR EDMONDS. WA 98020 PROJECT MAP: SPECIFICATIONS - TRENCH OVER EXISTING RISER & CABLE - PLACE TAP, PEDESTAL & BLOCK SPLICE - PLACE 2" CONDUIT TO POLE. PLACE NEW RISER & PULL NEW COAX HARDLINE - COMCAST IS RESPONSIBLE FOR POLE REMOVAL AND SIDEWALK RESTORATION. - CITY INSPECTOR TO DETERMINE LIMITS OF SIDEWALK RESTORATION. mords St Main St Frances Aoderso DdlyrOn St :orporation © 2021 TomTom CV �'' � j THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. BILL OF MATERIALS*: -COAX HARLINE: 36 FT. PROJECT DESCRIPTION - ROW* NEW AERIAL = 0 FT. OVERLASH = 0 FT. NEW UNDERGROUND = 11 FT. EXISTING UNDERGROUND = 0 FT. RISER (1) = 25 FT. TOTAL FOOTAGE = 36 FT. PROJECT DESCRIPTION -SITE* NEW BUILDING PATH WAY = 0 FT. EXISTING BUILDING PATH WAY = 0 FT. NEW UNDERGROUND = 0 FT. EXISTING UNDERGROUND = 0 FT. TOTAL FOOTAGE = 0 FT. TOTAL PROJECT FOOTAGE = 36 FT. *ALL FOOTAGES AND MATERIALS ARE ESTIMATED SHEET INDEX: 1 - COVER SHEET 2 - GENERAL NOTES 3 - LEGEND 4 - DETAILS 5 - DESIGN 6 - RESTORATION OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE ENGINEERING DIVISION APPROVED AS NOTED JX "10.44z 09/13/2021 VV 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. RECEIVED Apr 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT GENERAL NOTES 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 (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 9 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 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. GRAVEL AREAS 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 Apr 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT LEGEND LINE TYPES EXISTING FEATURES PROPOSED MARK-UP NOTATIONS LANE LINE UTILITY POLE �V VAULT - SMALL — STA 0+00 DISTANCE STATION CENTER LINE GLULAM UTILITY POLE ❑ VAULT -LARGE �X X� DISTANCE DIMENSION FL F FOGLINE �V/�V/�V VAULT - SMALL VAULT-25TA # CONSTRUCTION NOTE CALLOUT EOP EDGE OF PAVEMENT IBM VAULT-LARGE 444LA MANHOLE Fe P P POWER / VAULT - 25TA BORE PIT A CROSS SECTION SYMBOL CROSS SECTION NAME TS TS TRAFFIC SIGNAL ©/©/© PEDESTAL HF H-FRAME 7 CROSS SECTION SHOWN ON PAGE c c COMMUNICATION CAB CABINET WORK BEING DONE LOCATION PHOTO NOTE CALLOUT S SEWER LT STREET LIGHT D D DRAIN cw CROSSWALK LIGHT T� PHOTO LOCATOR SYMBOL DD DD DD DD DD DD DRAINAGE DITCH ® UTILITY RISER ^� c c GAS SHRUBBERY w w WATER CB CATCH BASIN T TELCOM CATCH BASIN WITH SOCK ST STEAM COMMUNICATION MANHOLE UK UNKNOWN UTILITY C? SEWER MANHOLE Row Row RIGHT OF WAY C DRAIN MANHOLE STRAW WATTLES C WATER MANHOLE - - - - - - FENCE FIRE HYDRANT HIGH VISIBILITY FENCE O/O/O/O UTILITY VALVE O O O O O O O O TRAFFIC CONES LANE DIRECTION INDICATOR mis■■ mommin■■ mommin■■ mommi■■ mommi■■ mommin■■ mommi PROPOSED NEW BORE — — — — — — — — — — — — — — — PROPOSED NEW TRENCH — — — — — — — — — — — — — — — PROPOSED NEW AERIAL STRAND RECEIVED Apr 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT RESTORATION TYPES F—I ASPHALT SURFACE ® CONCRETE ROADWAY PANEL F—I CONCRETE SIDEWALK PANEL ® LANDSCAPE EXISTING HARD PLAN VIEW SURFACE MAGNETIC LOCATOR TAPE (ENTIRE TRENCH LENGTH) (1) 10' PVC CONDUIT DIRECTION OF VEHICULAR TRAFFIC SECTIONS EXISTING AERIAL SURFACE RESTORATION POWER % 15" HDG POLE BRACKET W/ PIPE CLAMP BY PROPOSED CABLE LOCATION LOCATION (62017 a POWER -STRUT OR EQUAL) %% BACKFILL COMPACTED 1 2 4" MIN OFFSET FROM POLE. a TO 95% OF MAXIMUM N w EE >_ RELATIVE DENSITY OR Q N STO N EWAY MIX 1004. /\\/\\/\\/\\/\\ COMPACT TO 95% UNDER ROADWAYS OR7 LOCATION LOCATION 4 STO N EWAY MIX 351 3 % (1) 10' PVC CONDUIT OR 1 121 . 5" MIN �, / SECTIONS _SUP TO 2 CONDUITS EXISTING SURFACE CONDUIT VAAVAAVA VAAVAA VAjAAjAAjAAjAAj /AAjAAjAAjAAjAAjAAj` STANDOFF BRACKET CONDUIT CLAMP 15" MIN LENGTH\ /V 6"-12" PROPOSED CONDUIT V//VA//VA��VA//VA/ V//VA//VA//VA/VA//VAS/ CONTRACTOR TO VERIFY /ii�/i��\���A EXISTING UTILITY POLE SPECIFICATION WITH STANDARD DETAIL LOCAL JURISDICTION STANDARD DETAIL STANDARD DETAIL J TRENCH - HARD SURFACE RISER PLACEMENT UTILITY POLE RISER - # RECEIVED Apr 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPOSED PATH DISCLAIMERS 1. PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS 2. UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION STATION START EAST/WEST STATIONING STARTS AT 10+00 AT THE INTERSECTION OF W MAIN ST & DURBIN DR L:sT EOP LANDSCAPE - S 1 SIDEWALK EOP EOP O 00 O p - — — — �- — — — — — - - --------- — — — — — — — — — - - - - — — — - -- 4------------------------------------- TRANSFER EXISTING COMCAST SYSTEM TO NEW POLE D SIDEWALK S TRENCH OVER EXISTING RISER & CABLE LHIINUSCAPE PLACE TAP PEDESTAL & BLOCK SPLICE SCALE: 1"=10' 0' 5' 10' 20' UTILITY DISCLAIMER ALL LOCATIONS OF UTILITIES SHOWN ARE APPROXIMATE. LOCATION OF ALL UTILITIES TO BE VERIFIED PRIOR TO CONSTRUCTION. CALL UTILITY UNDERGROUND LOCATION CENTER AT 1-800-424-5555 630 w NNN rem CSWPP LEGEND ml CATCH BASIN WITH SOCK NATIVE TRENCH MATERIAL SHALL BE COVER WITH PROTECTIVE TARP AND SECURED WITH SANDBAGS TO PREVENT RAIN WATER ABSORPTION. R 25' cn W v W MAIN ST D LANDSCAPE SIDEWALK LANDSCAPE PLACE 2" CONDUIT TO POLE. PLACE NEW RISER & PULL NEW COAX HARDLINE 0 0 0r W_ w S/�"A ROW — w- DURBIN & MAIN JT325224 MAIN ST & DURBIN AVE EDMONDS WA 98020 DATE REVISION BY QC 3/15/2021 WK AH 4119 MCAST CANNON COMPANIES DESIGN 5 OF 6 PROPOSED PATH DISCLAIMERS 1. PROPOSED PATH MAY CHANGE AT TIME OF CONSTRUCTION DUE TO UTILITY LOCATIONS AND INSPECTOR REQUIREMENTS - 2. UNKNOWN UTILITY DEPTHS TO BE VERIFIED IN FILED DURING TIME OF CONSTRUCTION STATION START EAST/WEST STATIONING STARTS AT 10+00 AT THE INTERSECTION OF W MAIN ST & DURBIN DR xeT EOP LANDSCAPE nL vv SIDEWALK EOP EOP O 00 O p QQ Q MAIN ST --- - ------------ f - - - - ----- - - ------ - - -------------------------------- _w w w -- w w v v w W w w w - ---- v� n D CB D ° LANDSCAPE m D ECPP -- D C � � � m� G q SIDEWALK SIDEWALK 6' u U ° U LANDSCAPE s� da LANDS s 2 7 CAPE REMOVE &REPLACE SIDEWALK c 5' T PANEL WITH TEMP PATCH PER CITY m OF EDMONDS SPECIFICATIONS c'1 RESTORE LANDSCAPE PER CITY OF O o� EDMONDS SPECIFICATIONS 0 T q �� J� DE � SCALE: 1"=10 m DURBIN &MAIN JT325224 �� N MAIN ST & DURBIN AVE °' S' 1°' 2°' ��� EDMONDS WA 98020 CSWPP LEGEND uJ ��� ,��- DATE REVISION BY QC UTILITY DISCLAIMER Q 12� 3/15/2021 WK AH ALL LOCATIONS OF UTILITIES SHOWN ARE CATCH BASIN WITH SOCK APPROXIMATE. LOCATION OF ALL UTILITIES _ TO BE VERIFIED PRIOR TO CONSTRUCTION. �?A CALL UTILITY UNDERGROUND LOCATION NATIVE TRENCH MATERIAL SHALL BE COVER WITH CANNON COMPANIES CENTER AT 1-800-424-5555 PROTECTIVE TARP AND SECURED WITH SANDBAGS C O M CAST TO PREVENT RAIN WATER ABSORPTION. m o RESORATI ON 6 OF O 6 SITE SPECIFIC TRAFFIC CONTROL PLAN *** TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup - Will coordinate with business that will be affected by construction. - Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. DRIVEWAY EOP EOP cno ROW LONGITUDINAL BUFFER SPACE - B SPEED 25 30 35 40 45 50 55 60 65 70 ROAD WORK AHEAD LENGTH 155 200 250 305 360 425 495 570 780 840 MINIMUM TAPER LENGTH IN FEET = L LANE POSTED SPEED LIMIT (MPH) WIDTH 25 30 35 40 45 50 55 60 65 70 10 105 150 205 270 450 500 550 - - - 11 111511601225129514951550160516601 - I - 12 125 180 245 320 540 600 660 720 780 840 SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS 25/30 MPH RESIDENTAL & BUSINESS DISTRICTS 200' +/ URBAN STREETS 25 MPH OR LESS 100' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. SITE NOTES: THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN [UNDERGROUND & OVERHEAD WORK] 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED CONTROL TYPE: SHOULDER WORK TWO-LANE ROAD PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, BY THE PUBLIC AUTHORITY HAVING JURISDICTION UNLESS NOTED OTHERWISE W20-1 I // \\ W21-5 SHOULDER WORK 626 RECEIVED Apr 07 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT NO PARKING FROM TO TOW -AWAY AREA PHONE (CONTACT #) NAME OF FIRM 000-0000 ENGINEERING DIVISION APPROVED AS NOTED Jill (V,&,y,,j,442 09/13/2021 VV WT 630 GERT PFFIC CGNTRO SUPERV/SOR CANNON CONSTRUCTION INC. OFFMgNN #012732 EXP 3j3112025 SPEED LIMIT 25 0 Z In 0 EOP W20-1 ROAD WORK AHEAD MAIN ST ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OF THE ON -SITE TRAFFIC CONTROL PERSONNEL TO SEE IF AND ANY SPECIAL CONDITIONS EXIST 25 MPH DURBIN & MAIN IJT325224 MAIN ST & DURBIN AVE w EDMONDS WA 98020 DATE REVISION BY F QC 3/15/2021 WK I AH COMCASTCANNON COMPANIES TCP 1 OF 1