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APPROVED ENG2024-0080 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT of EdmondsNUMBER City www.edmondswa.gov i Description: ASTOUND - INSTALL NEW UNDERGROUNG SERVICE ISSUED: 08/13/2024 Address: 8429 196TH ST SW EDMONDS WA 98026 EXPIRES: 02/13/2025 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 27041800310200 NAME TYPE NAME ADDRESS PHONE APPLICANT JOHN ANDERSON 3700 MONTE VILLA PARKWAY, BOTHELL WA 98021 (425)236-5293 CONTACT MGC TECHNICAL 15365 NE 90TH ST STE T210, REDMOND WA 98052 (206)618-0651 CONTRACTOR DIVERSIFIED NORTHWEST INC PO BOX 685, LAKE STEVENS WA 98258 (425)710-0753 OWNER EDMONDS CITY OF 1601 5TH AVE, SEATTLE WA 98101 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE - PER PERMIT $45.00 $45.00 ENG - INSPECTIONS $756.00 $756.00 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: 08/13/2024 Printed: Tuesday, August 13, 2024 11:28:21 AM 1 of 2 RIGHT OF WAY EUC PERMIT PERMIT NUMBE3 City of Edmonds ,...Ave N, Edmonds WA 9:01 11:1 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 RESTOR LIMITS Printed: Tuesday, August 13, 2024 11:28:21 AM 2 of 2 RECEIVED Lti�y of ED%�O� ANC. 1 g90 SECTION A RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION Complete and submit this Application in accordance with the Submittal Requirements outlined in Right -of -Way permit Handout E63. Mar 05 2024 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 56942 - FIRE 16 - 8429196TH ST SW Site Address or if no site address use Property Address at NW corner of project area: 8429 196TH ST SW, EDMONDS, WA 98026 Associated Permits: BLD PLN ENG • applicable) Name of Company ASTOUND BROADBAND LLC Franchise Ordinance No: Point of Contact JOHN ANDERSON Title Construction Manager Address 650 College Rd E - Suite 3100 City Princeton State NJ Zip o8540 Phone 425.236.5293 Email JOHN.ANDERSON@ASTOUND.COM Contractor and Authorized Agent of Owner (see note below) Name of Company DIVERSIFIED NORTHWEST Contractor Contacts During Construction Primary Name MIKE PERRY Agent Name MIKE PERRY / JASPER EVERGREEN DURING PERMITTING Title CONSTRUCTION MANAGER Title CONSTRUCTION MANAGER / PERMIT MANAGER Mobile 2o6-571-1385 Address PO 685, Lake Stevens, WA 98258 Email mike@diversifiednw.com City LAKE STEVENS State WA Zip 9$�58 Secondary Name JASPER EVERGREEN Phone 2o6-571-1385 Title PERMIT MANAGER Email mike@diversifiednw.com / jasper@mgctechnical.com during permitting Mobile 2o6-618-o651 City of Edmonds Business License No: Email JASPER@MGCTECHNICAL.COM State License No: DIVERNIo32D5 ® Contractor verifies it is currently bonded Contractor verifies it currently has general liability insurance NOTE: ECDC 18.6o.02o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. ❑ Multifamily residential ❑ Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: ❑ Utility Franchise Work associated with development (check one of the above boxes as well) ❑ Traffic Control Only (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 ® Utility Franchise Work (no associated development) Project Description Include an overall narrative description of the proposed work. Be specific and detailed: Describe infrastructure to be impacted, such as, poles, wires, conduit, utility mains, etc. Include whether this is construction, maintenance, or repair. Include description of proposed construction methods, (e.g., bores, trenches, overhead wires proposed, depth for underground utilities, etc.) FROM PROPOSED RISER ON EXISTING POLE, TIE INTO EXISTING AERIAL STORAGE. RISER DOWN (1) 2" CONDUIT AND INSTALL (1) 2" CONDUIT USING OPEN TRENCH METHOD TO PROPOSED VAULT LOCATION. INSTALL (1) 2" CONDUIT NORTH, ACROSS 196TH ST SW AND TIE INTO EXISTING SITE CONDUIT STUB. PULL THROUGH EXISTING FACILITIES. RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + 17 LF JXJ S LF 136 SF .25 (1 week) Alley 72 hours + o LF JxJ o LF o SF Parking 72 hours + I o LF JxJ o LF 1 o 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: ® telecommunications ❑ cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm 1. CompletedDetails of Work to be Does the utility owner have existing overhead infrastructure in the area of work? • X 2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? X If yes, describe: PROPOSED 2 " X 6" VAULT PROPOSED CONDUIT RISER 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? X 4. Does the work involve rebuilding or relocating an existing aboveground utility system which connects a lot or commercial development to an existing underground common utility system? X 5. Does the work involve proposed additions to an aboveground utility system? If es: X Are the additions for the purpose of serving new commercial development? X Are the additions for the purpose of serving a single-family residential subdivision? X Details of • to be Completed ii ®i 6. Does your project involve rebuilding or replacing utility equipment which currently serves more than one lot or commercial development? X City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 If yes, answer the following questions related to project area, i.e. the actual area in which the project is proposed: 6a. Does your project involve wires/cables/lines? If yes: X How many are existing? 1 1 1 How many are to be added? i 6b. Does your project involve poles? If yes: X How many poles are existing in the project area? What is the height of the existing poles? How many poles are to be removed? 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? 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: �/� .CQIIZ�91 DATE: 2/21/2024 APPLICANT PRINTED NAME: JOHN ANDERSON APPLICANT TITLE: CONSTRUCTION MANAGER NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 Aono Hi SN01103dSNl lib' 3-443HOS 8516 196TH ST SW PARCEL NO. 00455200220800 Imbei sl elaano yjpiM Ilnj a uayj sauel Ianeaj yjoq OIXG say jed Aj!I!jn aaayM -AeMpeoi jo ouipalueo ayj 01 puaIxa IIeyS AL-IJOno ay} `auel laneaj au0 Aleigue lej sayojed Aj!I!jn aaayM 'aouecImisip jo a ayj uo bulpuedep paiinbei aq IIIAA Aelaano yjpiM ao ylpiM IlInj pue peuigwoo aq Ileys sayojed Am!m . _ All E v� ►� 1181611 V 1612 D 110.104•. Ry R V [03 OY,,V,\• \ • -loefad papuJuad ay} 6uunp sJn000 Jo pasneo sl leyl spJepuels Alp Jed AIRM-lO-IyBIJ Aj!0 ul sluawanoJdwl ,Rmnno — —nunv — Ro... — r�a�i'iri POTHOLE SHALL BE REQUIRED WHERE BORE PATH CROSSES ALL UNDERGROUND UTILITIES vzovez/so r 8420 196TH ST SW PARCEL NO. 27041900200100 1N311412JVd30 S301A2J3S 1N3114dO13A30 SCNOW03 dO.1110 .67n7 77 Ifi4/ O1 PROPOSED (1) 2" CONDUIT RISER ON EXISTING UTILITY POLE, PULL CABLE THROUGH. TIE INTO EXISTING AERIAL STORAGE. 2O PROPOSED INSTALL (1) 2" CONDUIT USING OPEN TRENCH METHOD. PULL CABLE THROUGH. O3 PROPOSED INSTALL (1) 24" X 36" VAULT, CORE VAULT AND PLACE CONDUIT FROM TRENCH. PULL FIBER CABLE THROUGH. 4O INTERCEPT EXISTING SITE CONDUIT STUB AND CONNECT CONDUIT FROM TRENCH, PULL CABLE THROUGH. O5 EXISTING CONDUIT, PROOF AND PULL CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT CONDUIT PRIOR TO CONSTRUCTION. RESTORATION NOTES ORESTORE LANDSCAPE PER CITY OF EDMONDS STANDARDS. OB RESTORE SIDEWALK PANEL PER CITY OF EDMONDS STANDARDS. ORESTORE ASPHALT PER CITY OF EDMONDS STANDARDS. OE RESTORE CURB & GUTTER PER CITY OF EDMONDS STANDARDS. • • -4 Know what's below.. 0 10' 20' 30' Call before you dig. SCALE: 1 "=30' i�,y SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND tl' ORIENTATION. SEE SHEET 96 FOR SITE PHOTOGRAPHS 3 1 1 1 1AS—BUILT 2 4/15/24 KW KAW REVISION # 1 1 1/26/24 KH MSC ORIGINAL NO. DATE ENGINEER I DRAFTER COMMENT .............. -A%. MG Astound Business Solutions ASTOUND ENGINEER: JOHN ANDERSON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NAME: 56942 - FIRE 16 - 8429196TH ST SW LOCATION: 8429 196TH ST SW EDMONDS, WA 98026 SHEET: 4 OF 6 �ISVNIVRJ4 aMdIO2J1NOO NOIS0213 210d 3181SNOdSD2J SI 2JOlO`d :UNOO2J3NMO 4310N SV GDAO Jdc]V NOISIAIa 01\112]DDNIJN3 ADDRESS: 8429 196TH ST SW, EDMONDS, WA 98026 PROJECT NAME: 56942 - FIRE 16 - 8429 196TH ST SW - PLANS 19 2rnd s: sw 192nl St 9m Sierra Dr 3 Wrrd Pi Sly F 3 Sierra Dr 194th St 5W P 4 co 00 3 194th :2 5: SHEET 4 i96th st sw I END START I 196th St S'N 24 5211 5 �. 19fith St 5W a v]4 x pbget D( ay 98th ;t SW `z k3aolewood Park w %A -19 9y a^iD 10/sw s MapFWO-od Or �0 co S s 19,9m St SW 3 2001h St Slti 20Uth St S1N °O SITE LOCATION CONTACTS ASTOUND CONTACT: JOHN ANDERSON 3700 MONTE VILLA PKWY BOTHELL, WA 98021 C. 425.236.5293 JOHN.ANDERSON@ASTOU N D.COM MATT FRASER MGC TECHNICAL CONSULTING, INC. 15635 NE 90TH ST, #210 REDMOND, WA 98052 C.206.618.5254 MATT@MGCTECHN ICAL.COM SHEETINDEX 1. COVER SHEET / SITE LOCATION 2. LEGEND 3. GENERALNOTES 4. DESIGN VIEW A 5. UNDERGROUND TYPICALS 6. SITE PHOTOGRAPHS SCOPE OF WORK: FROM PROPOSED RISER ON EXISTING POLE, TIE INTO EXISTING AERIAL STORAGE. RISER DOWN (1 2" CONDUIT AND INSTALL 1) 2" CO NDUI USING OPEN TRENCH METHOD TO PROPOSED VAULT LOCATION. INSTALL (1 2" CONDUIT NORTH, ACROSS 196TH ST SW ND TIE INTO EXISTING SITE CONDUIT STUB. PULL THROUGH EXISTING FACILITIES. • 3 AS —BUILT • 2 4/15/24 KW KAW REVISION # 1 1 1/26/24 KH MSC ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT Know what's below. Call before you dig. Astound - ................. Business Solutions _4 ASTOUND ENGINEER: JOHN ANDERSON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NAME: 56942 - FIRE 16 - 8429 196TH ST SW LOCATION: 8429 196TH ST SW 0 250' 500' EDMONDS, WA98026 PERMIT NUMBER: ENG2024-0080 DRAWING NAME: ASTOUND - 56942 - FIRE i6 - 8429 796TH ST SW - PLANS(REV).dwg SCALE: 1 "=500' CONFIDENTIAL/PROPRIETARY SHEET: 1 OF 6 1N3IAiHVd3C S301A213S 1N31AdO�3A30 SONOW03 HO A110 4-7n7 77 IlaV 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 TELEPHONE F/o F/o FIBER OPTIC 0m— E ELECTRIC SEW SANITARY SEWER (SEW) • 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 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 rrrrr WATER r r r r room Know what's below. Call before you dig. 1N3Ni2lVd30 S301AH3S 1N3iNd0_3n3G SONOlNO3 JO AiO 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. 1N3Ni2lVd30 S301AH3S 1N3iNd0_3n3G SONOlNO3 JO AiO +,7n7 77 Ax-/ UNDERGROUND TYPICALS DEPTH ' 24- mW, i1 1 35Y9- 0 0 room 24 0 Know what's bB�OW. 0 CB�� before you dig. 3 AS —BUILT 2 4/15/24 KW KAW REVISION # 1 1 1/26/24 KH MSC ORIGINAL NO. DATE ENGINEER DRAFTER COMMENT -An. mGC '°�`- Astounds 28 �- Business Solutions ASTOUND ENGINEER: JOHN ANDERSON ENGINEERING FIRM: MGC TECHNICAL CONSULTING INC. PROJECT NAME: 56942 - FIRE 16 - 8429 196TH ST SW 24x36 VAULT DETAIL LOCATION: 8429 196TH ST SW SCALE: NTS EDMONDS, WA98026 PERMIT NUMBER: ENG2024-0080 DRAWING NAME: ASTOUND - 56942 - FIRE 16 - 8429 196TH ST SW - PLANS(REV).dwg CONFIDENTIAL/PROPRIETARY SHEET: 5 OF 6 itE/oXP-'�._I0_N ' FULL. pEPrH �O DUMMY JOIMFINAL JOIM SHALL BE A NEAT SAW LlR STRAIGDNE. ALL ExPOSED VERTCALEDGES Q SWILL BE TACKED NEATLY PER PG SBH-22WSDOT STANDARD$PECIFICATONS 5-09.3({) (SEE NOTE$ 4 k 5)G'APPROVED TACK OR APPROVED EQUAL ANDFxEOPERwspoTsrDs-oa.3(ay SLOPE EXCAVATION TO AVOID UNDERMINING � EXISTING PAVEMENT. ..a . g' SEE WE STO DTL GU-410 EXISTING HMA / PLAN VIEW (NOT TO SCALE) O o� MATERIAL (1-1/4' MINUS) d E%ISTNG d <d 5' MIN MIN. 2R AW( 8- MIN CRUSHED SURFACE BASE COURSE (SEE NOTE 2 BELOW) MATERAL A CURB/GUTTER JOIM MATERAL 2' IXPANSION -y REDOING IMIERIAL (1-1/{' MINUS) SEE COE STD 2R CRUSHED SURFACE BASE COURSE (SEE NOTE 3) DTL TR-S20 z] % n 6' MIN FOUNDATION (IF REQUIRED) IMPORT BACKFlLL SHNL BE COMPACTED TO 95R MAXIMUM DENSITY -- � u�f, r - � ' SEE NOTE 4 (SEE NOTE 2) 2' MIN 5/8' MINUS CSTC ON SEE NOTES 4 h 5 NATIVE $UBCRADE BEARING SOIL B' MIN 8' MIN TRENCH WIDTH SEE NOTE 9 SECTION VIEW - SEE NOTE t NOTES, 1 NOTES, (NOT TO SCALE) �1/8- TO 1/4' 1. SEE CITY OF EDMONDS MODIFICATIONS TO OMSgN 9 OF THE CURRENT WSOOT STANDARD SPECIFlGTONS FOR BACKFlWNG REWIREMENTS. ,, CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. SUBMIT PROCTOR MTO DENSITY TESTS FROM CERiTFlEO TESTING COMPANIES DOCUMENTING TiAT THE BACKFlLL 2. CONCRETE $WLLL BE CUSS 3000/COMMERCIAL MI%. � L/2- R"` NOTES: MEETS A MINIMUM OF 95% DENSITY PER ASTM 0 1557. 3. FINISH SHALL. BE LIGHT BROOM. 1. MA%IMUM WIDTH OF TRENCH AT TOP OF PIPE 3. LSBC DEPTH SHALL BE A MINIMUM OF 8', AND SWV1 BE INSTALLED IN MULTIPLE EQUAL THICKNESS DFTS NOT DUMMY JOINT • ,8' OR LESS FOR 8' AND SMALLER DIAMETER PIPE EXCEEDING 6'. 4. SIDEWALK THICKNESS SHALL BE 4'. (NOT TO SCALE) • 24' FOR 8' OWAETER PIPE • 38' FOR 12' DIAMETER PIPE 4. ROIDWgY HW DEPTH SHAD. BE A MINIMUM OF 4' FOR RESIDENTIAL ROADS AND 6' FOR COLLECTORSNilERWS. / 5. SIDEWALK THICKNESS AT DRN1lVAY5 AND DRNEWAY TRANSITIONS SHALL BE 6'. • O.D. PLUS 18' FOR PIPE WiCER THAN /2' NOMINAL DIAMETER 5. ALLEY HMA DEPTH SHN.L BE A MINIMUM OF 2. THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 2. REFER TO DMSION 9 OF MOOT STANDARD SPECIFICATIONS FOR MATERIAL GRADATION AND ADDITIONAL INFORMATION. THAN T SHALL MATCH IXISTINC. ]. LIDS FOR JUNCTION BOXES AND UIIDtt VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. 3. TRENCH BACKFlLL SHNL MEET A MINIMUM COMPACTION OF 95% DENSITY PER ASTAI D 1557. 6. UNLESS APPROVED BY THE ENGINEER, THE HIM SINCE BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT IXCEEOING 2'. 8. SEE COE STD DTL TR-550 MR POSSIBLE ROOT WRIER INSTALUTON. a. IF UNSTABLE MATERIAL IS ENCOUNTERED BELOW PIPE ZONE, CONTRACTOR SHNL REMOVE AND REFUGE AS REQUIRED BY CRY ENGINEER. ]. FNAL PAVEMENT JOINTS SHALL BE NEATLY 54W CUT AND UNIfORMILY SEALED WITH WSOOT STANDARD 9. NATIVE SUBGMOE BEARING SOIL AND CSTC $HALL BE COMPACTED T) 95R MAXIMUM DENSITY. SPECIFICATIONS 5-04.3(4)A APPROVED JOINT SEALANT OR APPROVED EQUAL 10. ALL EDGES AND JOINTS SHALL HAVE 1/2' RADIUS -,� CITY OF EDMONDS TYPICAL TRENCH SECTION REVISION DATE Af6B zoz, CITY OF EDMONDSTYPICALHMA 4"'S" AND UTILITY PATCHCONCRETE REVISION APRs zort�CITY OF EDMONDSAPRIL SIDEWALK REVISION DATE 2021 STANDARD STANDARD PUBLIC WORKS PUBLIC WORKS PUBLIC WORKS STANDARD DEPARTMENT DETAILDEPARTMENTDETAILDEPARTMENT DETAIL GU-4OO GU-41 O fs, T89� TR-531 APPROVED BY: R. ENGLISH APPROVED BY: R. ENGDSH APPROVED BY: R. ENGLISH 1N3W12iVd30 S301A2i3S 1N3WdOl3A30 SONOW03 dO.11lO 4-.7117 77 Ifi4/ SITE PHOTOGRAPHS PHOTO #1: FACING EAST ON SOUTH SIDE OF 196TH ST SW 1 d P 74 I PHOTO #2: FACING NORTH ON NORTH SIDE OF 196TH ST SW O1 PROPOSED (1) 2" CONDUIT RISER ON EXISTING UTILITY POLE, PULL CABLE THROUGH. TIE INTO EXISTING AERIAL STORAGE. 2O PROPOSED INSTALL (1) 2" CONDUIT USING OPEN TRENCH METHOD. PULL CABLE THROUGH. O3 PROPOSED INSTALL (1) 24" X 36" VAULT, CORE VAULT AND PLACE CONDUIT FROM TRENCH. PULL FIBER CABLE THROUGH. 4O INTERCEPT EXISTING SITE CONDUIT STUB AND CONNECT CONDUIT FROM TRENCH, PULL CABLE THROUGH. O5 EXISTING CONDUIT, PROOF AND PULL CABLE THROUGH. CONTRACTOR TO VERIFY CORRECT CONDUIT PRIOR TO CONSTRUCTION. 15 Know what's below. Call before you dig. 1N3VM:1Vd30 S30IM3S1N3WdO13n30 St7NOWl13 d0.1110 Hen TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) = A H E �DSD) POSTED SPEED < 45 MPH I L=(WS')/60 (W = LANE WIDTH & S = POSTED SPEED) MINIMUM LONGITUDINAL BUFFER SPACE = B (FEET) POSTED SPEED (MPH) 25 1 30 1 35 1 40 1 45 1 50 1 55 1 60 65 70 LENGTH (FEET) 155 1 200 1 250 1 305 1 360 1 425 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 _L0 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. do 13S SI 3NOZ Ai JOM �3 �181111VHS NOIlO�IqPSONI 1( 0 o r 0 0 xU 1� ( o A 7 11' MIN 1 11' _- _ - -_ -_ _1 .. - s ° e ° e o a � RI 1-2 ° PLACE SIGN ON TYPE III 0 BARRICADE SPOTTER ON SITE TO ESCORT - PEDESTRUGHWORK i ON 8516 196TH ST (((((( SCOPE OF WORK: ASTOUND CONTACT: USE WORK AREA TO INSTALL NEW VAULT & JOHN ANDERSON RISER, HOLE HOG UNDER ROADWAY & TRENCH 3700 MONTE VILLA PKWY CONDUIT, PULL FIBER CABLE THROUGH. BOTHELL, WA 98021 C. 425-236-5293 STREET USE PERMIT #: TBD BY CITY HN.ANDERS JOHN.ANDERSON@ASTOUND.COM HOURS: TBD BY CITY LEGEND a ■ a CHANNELIZING DEVICES ® ARROW BOARD - SEQUENTIAL CHEVRON MODE (REQUIRED) HIGH VISIBILITY WARNING BEACON (REQUIRED) FLAGGER / SPOTTER STATION - FOR VEHICULAR AND PEDESTRIAN W20-1 SIGN LOCATION AND TRAFFIC CONTROL F► IDENTIFICATION NUMBER 8429 196TH ST SW W16• s e _ e a e e 11' MIN e e ° SPOTTER ON SITE TO ESCORT PEDESTRIANS THROUGH WORK ZONE 50'-100' 423 ' t SO 0 i 0 CITY OF EDMUNDS 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 36"X36" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. _ ° e e ° W 16-7R ° ° e -t j 196 ST SW 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. w oa 1� l t <W o5 x 11 14 5 w I Iw 64 00 8420 196TH ST SW Eo IGN LEGEND pP� ROAD /</K CENTER I EOP/ r�JOo �O WORK LAN\ YYy pLD e AHEAD < > CLOSED lA AHEAD W20-1 W20—bR 36"X36" 36"X36'" 0 W16-7R R3-2 2"x36" 2^2r W1-4L W20-5C W1-4R 36"X36" 36"X36" 36"X36" SHORT-TERM STATIONARY WORK ZONE -MULTI-LANE CLOSURE WITH PEDESTRIAN ESCORT (FOR URBAN TRAFFIC CONTROL PLAN #1 - USE SET-UP WHERE APPLICABLE ALONG 196TH PL SW (ALL LANES) DETAIL 18 Know what's below. Call before you dig. -4 0 10' 20' 30' 40' SCALE: 1 "=40' NOTE CONTRACTOR TO UTILIZE SPOTTER FLAGGERS ON SITE TO ESCORT PEDESTRIANS THROUGH WORK ZONE. 1_X__1_X_1 S301Aa3S 1N3 WdO_13A30 SONOW03 UO A110 t7ZOZ ZZ jdy E)noj TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET) •S 1_4VAMdV4jTjUd RUVSPEED) 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 do l�iS SI 3N( 38 717IV HS 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. 12JOM JA N] �I GA2lI c IlAdS IONiN 2 nIzI) q2 0� I I I h R3-2t I 0 ° als ° .° - .. 8429 196TH ST SW 2' MIN L/2 L o_6vYd ° a WW16-7R ® R3-2 0 x e 8516 196TH ST SCOPE OF WORK: USE WORK AREA TO HOLE HOG UNDER ROADWAY & TRENCH CONDUIT, PULL FIBER CABLE THROUGH. STREET USE PERMIT #: TBD BY CITY HOURS: TBD BY CITY LEGEND a ■ a CHANNELIZING DEVICES HIGH VISIBILITY WARNING BEACON (REQUIRED) W20-1 SIGN LOCATION AND F► IDENTIFICATION NUMBER ASTOUND CONTACT: JOHN ANDERSON 3700 MONTE VILLA PKWY BOTHELL, WA 98021 C.425-236-5293 JOHN.ANDERSON@ASTOUND.COM CITY OF EDMUNDS 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 36"X36" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. RK AREA SQ FT 8420 196TH ST SW SIGN LEGEND ROAD CENTER WORK> < LANE EAD CLOSED > < �$ HEAD W16-7R 1� x 6" W20-1 W20-5C w1-aIQ�lO/�N �Q��IA02i C30"V 36"X36" 36"X36" 363' N'0IS�/\�� IVIOE�NION_q SHORT-TERM STATIONARY WORK ZONE - MULTI -LANE CLOSURE (FOR URBAN STREET) TRAFFIC CONTROL PLAN #2 - USE SET-UP WHERE APPLICABLE ALONG 196TH PL SW (ALL LANES) -t t 196 ST SW 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 E°P c / oQ/ a Know what's below. Call before you dig. -4 0 10' 20' 30' 40' SCALE: 1 "=40' — —Xv — N S301Aa3S 1N3 WdOl3A30 SONOWO3 UO A110 t7ZOZ ZZ jdy N H9 TEMPORARY TRAFFIC CONTROL ZONE ELEMENTS MINIMUM TAPER LENGTH = L (FEET A T POSTED SPEED < 45 MPH 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 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. CITY OF EDMUNDS 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 36"X36" BLACK ON FLUORESCENT ORANGE UNLESS SPECIFIED OTHERWISE. W It do 13S SI dNOZ N1 JOM 213A3N31!M G32:J O3d 1 --VHS 38 N0Il03dSNI 0IJJb211 ° o 22 I o I � 19525 86TH AVE W a 11, MIN_ b _ SPOTTER ON SITE TO ESCORT ° DO o PEDESTRIANS THROUGH WORK ZONE o ° ° R3-2 ■II ° R3-2 ° WORK N—J------- --- --- ---------- 50-100 — _ _ ', --- -- ° AREA In 196 ST SW ° ° ° ° • . ° ° - , ° °� • ° ° • • 11/MIN ° • ° ° ■ U2 L/2 f� — — — — — — — — — — — — — — — ° ° o 20 j 8516 196TH ST I I SCOPE OF WORK: ASTOUND CONTACT: USE WORK AREA TO INSTALL NEW VAULT, HOLE HOG UNDER ROADWAY JOHN ANDERSON & TRENCH CONDUIT, INTERCEPT EXISTING CONDUIT STUB & CONNECT 3700 MONTE VILLA PKWY CONDUIT FROM TRENCH, PULL FIBER CABLE THROUGH. BOTHELL, WA 98021 C.425-236-5293 STREET USE PERMIT #: TBD BY CITY JOHN.ANDERSON@ASTOUND.COM HOURS: TBD BY CITY LEGEND SIGN LEGS a ■ a CHANNELIZING DEVICES ARROW BOARD - SEQUENTIAL AA ® CHEVRON MODE (REQUIRED) bZOZ/gz HIGH VISIBILITY WARNING BEACON (REQUIRED) FLAGGER / SPOTTER STATION - ROAD CENTER RIGHT FOR VEHICULAR AND PEDESTRIAN 3I J a 1 �/ &Hd LANE W20-1 SIGN LOCATION AND TRAFFIC CONTROL OVA �I � CLOSED F► IDENTIFICATION NUMBER AHEAD W20-1 W20-5C W20-5R 36"X36" 36"X36" 36"X36" SHORT-TERM STATIONARY WORK ZONE - MULTI -LANE SHIFT WITH PEDESTRIAN ESCORT (FOR URBAN TRAFFIC CONTROL PLAN #3 - USE SET-UP WHERE APPLICABLE ALONG 196TH PL SW (ALL LANES) WORK AREA 1 340 SO FT R3-2 ° • PARKING FROM TO TOW AWAY AREA PHONE 306-664-5444 W16-7R 12%36" R32 R7—T39 W4-2R 2,Cx2,C 36"x24" 36"X36" 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. ° 8429 196TH ST SW SPOTTERS ON SITE TO ESCORT PEDESTRIANS THROUGH WORK ZONE 3-2 NOTE CONTRACTOR TO UTILIZE SPOTTER FLAGGERS ON SITE TO ESCORT PEDESTRIANS THROUGH WORK ZONE. I 2 1 �r ° 8420 196TH ST SW • Know what's below. Call before you dig. -4 0 10' 20' 30' 40' SCALE: 1 "=40' S301Aa3S 1N3 WdO_13A3O SONOWO3 UO A110 t7ZOZ ZZ jdy RECEIVED /// Mar 05 2024 CITYELO M EDMONDS CITY OF EDMONDS MyBuildingPermit.com DEVELOPMENT SERVICES DEPARTMENT Right -of -Way Application #1446193 - 56942 - FIRE 16 - 8429 196TH ST SW Applicant First Name Last Name Company Name JOHN ANDERSON ASTOUND BROADBAND Number Street Apartment or Suite Number E-mail Address 3700 MONTE VILLA PARKWAY JOHN.ANDERSON@ASTOUND.COM City State Zip Phone Number Extension BOTHELL WA 98021 (425) 236-5293 Contractor Company Name DIVERSIFIED NORTHWEST INC Number Street Apartment or Suite Number P O BOX 4433 City State Zip Phone Number Extension EVERETT WA 98204 (206) 751-1385 State License Number License Expiration Date UBI # E-mail Address DIVERN1032D5 6/6/2024 Rn17RRR47 mike@diversifiednw.com Project Location Number Street Floor Number Suite or Room Number 8429 196TH ST SW City Zip Code County Parcel Number EDMONDS 98026 27041800310200 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 EDMONDS CITY OF Number Street Apartment or Suite Number 1601 5TH AVE City State Zip SEATTLE WA 98101 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: 2/21/2024 Submitted By: JOHN ANDERSON Page 1 of 2 i CITY OF EDMONDS MyBuildingPermit.com Right -of -Way Application #1446193 - 56942 - FIRE 16 - 8429 196TH ST SW Project Contact Company Name: MGC TECHNICAL Name: JASPER EVERGREEN Email: JASPER@MGCTECHNICAL.COM Address: 15365 NE 90th St STE Phone #: (206) 618-0651 T210 REDMOND WA 98052 Project Type Utility Purveyor Activity Type Utility Work Scope of Work Disturbance of Surface Project Name: 56942 - FIRE 16 - 8429 196TH ST SW FOR "56942 - FIRE 16 - 8429 196TH ST SW" - FROM PROPOSED RISER ON EXISTING Description of POLE TIE INTO EXISTING AERIAL STORAGE. RISER DOWN (1) 2" CONDUIT AND Work: INSTALL (1) 2" CONDUIT USING OPEN TRENCH METHOD TO PROPOSED VAULT LOCATION. INSTALL (1) 2" CONDUIT NORTH, ACROSS 196TH ST SW AND TIE INTO EXISTING SITE CONDUIT STUB. PULL THROUGH EXISTING FACILITIES. Project Details Project Information Job Number 56942 - FIRE 16 Page 2 of 2