Loading...
APPROVED ENG2024-0058 ROW PERMITRIGHT OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds - N, Edmonds WA 9:01 11 • www.edmondswa.govi Description: COMCAST - TRENCH 486' OF NEW 2" CONDUIT ISSUED: 06/25/2024 Address: 21500 72ND AVE W EDMONDS WA 98026-7707 EXPIRES: 12/25/2024 Permit Type: RIGHT OF WAY EUC Permit Subtype: STANDARD Parcel Number: 00580700002300 WI 11-14111 a NAME TYPE NAME ADDRESS PHONE APPLICANT JESSAMIN SANTOS 1701 JOHN F KENNEDY BLVD, PHILADELPHIA PA 19108 (206)401-2188 CONTACT CABLECOM LLC 1429 AVENUE D 339, SNOHOMISH WA 98291 (360)670-4291 CONTRACTOR CABLECOM LLC 19910 NORTHCREEK PARKWAY N, BOTHHELL WA 98011 (363)608-6700 OWNER WELL CA WA LANDLORD LLC PO BOX 92129, SOUTH LAKE TX 76092 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE - PER PERMIT $45.00 $45.00 ENG - INSPECTIONS $630.00 $630.00 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: 06/25/2024 Printed: Tuesday, June 25, 2024 11:22:33 AM 1 of 2 RIGHT OF WAY EUC PERMIT PERMIT NUMBE3 City of Edmonds ,...Ave N, Edmonds WA 9:0ENG2024-0058 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** A-1 TESC AND MOBILIZE E-7 CONCRETE SIDEWALK E-7 CURB GUTTER E-7 DWY APPROACH E-7 RESTOR LIMITS Printed: Tuesday, June 25, 2024 11:22:33 AM 2 of 2 RECEIVED FEB 12 2024 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. 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 COMCAST - JB0001237956 Site Address or if no site address use Property Address at NW corner of project area: 21500 72ND AVE W, EDMONDS, WA 98026 Associated Permits: BLD PLN ENG Owner and Entity Holding Franchise (if applicable) Name of CompanyCOMCAST CABLE HOLDING Franchise Ordinance No: Point of Contact JESSAMIN SANTOS Title PERMIT COORDINATOR Address 1701 JOHN F KENNEDY BLVD City PHILADELPHIA State PA Zip 19108 Phone 206-401-2188 EmailWACONSTRUCTION JOINTUSE@COMCAST.COM Contractor and Authorized Agent of •wner (see note below) Name of Company CABLECOM LLC Contractor ContactsDuring Construction Primary Name CABLECOM LLC - MIKE FINCH Agent NameLEAH IHLENFELDT Title CONSTRUCTION SUPERVISOR Title PERMIT SUPERVISOR Mobile 360-965-5085 Address 1323 AVENUE D #339 Email MICHAEL.FINCH@CABLECOMLLC.NET CitySNOHOMISH State WA Zip98290 Secondary Name Phone 360-670-4291 Title Email SNOHOMISH.PERM ITTING@CABLECOMLLC. NET Mobile City of Edmonds Business License No: N R-021818 Email State License No: CABLEL-971 DP 91 Contractor verifies it is currently bonded 16 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 V� 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.) 'TRENCH PLACING NEW (l)-2" CONDUIT AND CATV CABLE. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS. RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF JxJ LF SF Alley 72 hours + LF I x I LF SF Parking 72 hours + I LF JxJ LF I 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 d cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm 1. CompletedDetails of Work to be Does the utility owner have existin overhead infrastructure in the area of work? • 2. Will any equipment be added underground or above ground (e.g. pedestals, vaults, etc.)? If yes, describe: PLACING NEW CONDUIT 3. Does the proposed work connect a lot or commercial development with utilities that serve more than one lot or commercial development? 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? V 5. Does the work involve proposed additions to an aboveground utility system? If es: Are the additions for the purpose of serving new commercial development? Are the additions for the purpose of serving a single-family residential subdivision? Details of • to be Completed Me 6. Does your project involve rebuilding or replacing utility equipment which currently serves more / than one lot or commercial development? V 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: _ / V How man are existing? How man are to be added? 6b. Does your project involve poles? If yes: 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: 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: Ta- C��aq DATE: 2/7/2024 APPLICANT PRINTED NAME: LENAIZA ENRIQUEZ APPLICANT TITLE: PERMIT COORDINATOR NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE City of Edmonds ROW construction permit Application --Page 3 of 3 Updated 3/25/2021 7A Y V ■N IN �l (/1 SEW SEW (/1 W W R/W R/W 2JOlO9dSNI ONI2EIDNION3 AiIO AS LNIAH9U9(1 99 Ol SlIAIl NOUVb ]O1S92] SEW SEW 72ND AVE W w /W 0 21558 HIGHWAY 99 PARCEL# 00580700002201 /W 7 SEW R/W SEW SEW 3 DVNMJ(1 (INV _IMJ1NO0 NOISOJ3 b03 3�91SNOdS32J SI 2:]OiOd JiN00/b3NM0 R/W— CONSTRUCTION NOTES O TRENCH PLACING NEW CATV CABLE AND (1)-2" CONDUIT. RESTORATION NOTES AO RESTORE SOFT SURFACE TO PRIOR CONDITIONS. CONTRACTOR RIFYING 'lIW2i3d 3i"d Id3S `d 3ianoaj kvn S3111iiin PROPERTY LINES ALNDBTHE LOCOATION, NSIBLE DIMENFORSION, AND DEPTH OF EXISTINGON ANV Ol NOISIA� IWNO11VOO�32i 'S3111iiin 311S NO alb' THESE PLA SL OR NOT, BY LIOCATINGLITIESHTHEEUTILI ESHOSJ AND THEV AND ON11VOO-I �103 3�81SNOdS31 J 2]=ti1N00/2i3NMO PRIOR SURVTOING ONSTRUCOTION..NTAL UTILITIES AND T RICAL OPERTY LIO ES SHOWN ON THESE PLANS ARE BASED UPON UNVERIFIED PUBLIC INFORMATION AND ARE APPROXIMATE. .µ SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND Z0'/ [ 7/n0 iI ORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS. loafoad pa111Luaad a41 6uunp san000 C C 7 THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS ao pasneo sI 1ey1 spaepuels 113 Ad BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. C BLE I N MON BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE Aenn-;o-1y61a �110 ul sluauaanoad 16778 146TH ST SE #190, • o RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ADR 01/31/242�eld I UOj d P OJO�.l10GP�fY�73 MONROE, WA 98272 • m p PRINTS. PERSONS WORKING IN THE AREA COVERED By THIS DRAWING MUST CONTACT THE STATEWIDE 1 SDK ADR 03/25/24 360.722.2852 CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE C O M C A S T 0 LOCATION O U-DIG SYSTEM TFCONFIIES. RMIT NUMBER. ---- O lO ZOO 2 SDK JMF 05/03/24 C Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY I AS -BUILT ---- PROJECT LOCATION: 21500 72ND AVE W, EDMONDS, WA 98026 Call before you dig. 4 OF 8 SCALE: 1 ' =20' •10TA l HE)nMJHicSN 1103dSN1lb 31f14 D 0 2 0 in m -SEW W W SEW Q a v —W 21400 72ND AVE W PARCEL# 00580700002301 m O/W OW� ° a a SD SD - -W W W SEW —SEW 72ND AVE W R/W R/W R/W R/W R/W 21558 HIGHWAY 99 21431 72ND AVE W PARCEL# 00580700002201 PARCEL# 00580700002205 2]OlO�IdSNI ONI2EEINION�l Ai10 AS IINIMEUDG �38 Ol Si1A1_1 NOUVb JOlS�]2J O R9W R/W a v 0 ° a SD SEW CONSTRUCTION NOTES O TRENCH PLACING NEW CATV CABLE AND (1)-2" CONDUIT. RESTORATION NOTES AO RESTORE SOFT SURFACE TO PRIOR CONDITIONS. A O LU LLJ Og RESTORE CONCRETE CURB TO CITY OF EDMONDS CONDITIONS. R/W 161 W U 0 O RESTORE ASPHALT ROADWAY TO CITY OF EDMONDS STANDARDS. a > 0 10, a = Op RESTORE SECTION OF CONCRETE SIDEWALK TO CITY OF EDMONDS STANDARDS. 1 SD Q W TS W SEWEW v 4. R/W a v a 21420 HIGHWAY 99 PARCEL# 00580700002206 o° o a 21401 72ND AVE W PARCEL# 00580700002208 39VNIV10 4NV_1OZJ1NO0 NOISOJ3 210=1 3_181SNOdS32 SI 21010` ZJlNOO2J3NM0 CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING AND THEAND 'lIWZJ3d 3iVd 13d3S v 32JIf1032J A m S3111�iin DEP HERTY OF ALLEEXISTING UTILIITI STI WHETDHERNSION, SHOWN ON THESE PLANS NOT, BY LOCATING THE ANV Ol NOISIA3WN01iV001321 'S311nin 311S NO 11`d SURVEYING THOE HORIZONTAL AND VERTICALLIOCATIOND PROPERTY LINES JNIiVOO1 �J03 3181SNOdS32J 2J01 VHiNOORJ3NMO PSHOWN ONOHESE PLANS ARIE LITIES B SEDDUPON UNVERIFIED PUBLIC INFORMATION AND ARE APPROXIMATE. .µ SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND i'I" ORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS. THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. Jo pasneo sI �el{� spJepue;$ Alp Ja BLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 16778 146TH ST SE #190, • a RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY 1(b �O-;� JdLU p FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ADR 01/31/24 a uoJlI Jo salll n o ai°euae OJ MONROE, WA 98272 • m _ PRINTS. PERSONS WORKING IN THE AREA COVERED i .� ; p 360.722.2852 C THIS DRAWING MUST CONTACT THE STATEWIDE 1 SDK ADR 03/25/24 oeld r ollddy CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE C O M C A S T LOCATION OF UNDERGROUND FACILITIES. 2 SDK JMF 05/03/24 ablecmRMIT NUMBER: ---- 0 10' z°' Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY ---- ---- ---- PROJECT LOCATION: 21500 72ND AVE W, EDMONDS, WA 98026 Call beforeyou dig. 5 OF 8 AS BUILT SCALE: 1'=20' 'AYV H DmJHi SNOUCIDdSNI �w EnnODHOS 21400 72ND AVE W _ /'— PARCEL# 00580700002301 21300 72ND AVE W, PARCEL# 00580700000300 D 0 0 A B40 0 O W 0 /W 0 (161')W 0 �W R/W 4'� n R/W /W R/W cn 2 Im I I I p a° ° a ° 4 1 7, a a p ° a. — ° a a. ® D01 1 4 SD SD w w EW SEW p pQ ° a R/W EW- SEW 21401 72ND AVE W PARCEL# 00580700002208 W 72ND AVE W W SEW a p � 4 O ° a oa. p a v ° a. 3AM �2iOlS3 DRIVEWAY A�vREPLACED WITH AN ADA ��``�II��� A APPROACH PER CITY STANDARD DETAIL TR-541 IN W so �V SEW SEW SEW SEW �V W FF 4 R W R W W 7100 212TH ST SW 0 PARCEL# 00580700000500 DDVNI`d 10 GNV102i1N00 NOIMtli ] bOJ 3181SNOdSM] SI b010`d JiNOO/b3NMO CONSTRUCTION NOTES O TRENCH PLACING NEW CATV CABLE AND (1)-2" CONDUIT. RESTORATION NOTES AO RESTORE SOFT SURFACE TO PRIOR CONDITIONS. Og RESTORE CONCRETE SIDEWALK TO CITY OF EDMONDS STANDARDS. RIFYING 1IMi3d 31`d:13d3S v 3anC)3?J AVN S3111111f1 CONTRACTOR FORPROPERTY LINES ALNDBTHE LOCOATION, NSIBLE DIMENSION, AND DEPTH OF EXISTINGON ANV Ol NOISIA3?J/N01iV0013?J 'S3111-iiin 311S NO 11`d THESE PLA SLOR NOT, BY LIOCATINGLITIESHTHEEUTILI ESHOSJAND THEAND JNIiVOO-1 iJOJ 3181SNOdS3?J ?J010"iNOO/i13NMO PRIOR SURVTOING ONSTRUCOTION..NTAL UTILITIES AND T RICAL OPERTY LIO ES SHOWN ON THESE PLANS ARE BASED UPON UNVERIFIED PUBLIC INFORMATION AND ARE APPROXIMATE. .µ SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ;oafoad pa;;lwaad ay; 6ulanp san000If"TZOZ/ � Z/9OMmly'dlfrl i'I" ORIENTATION. SEE SHEET #8 FOR SITE PHOTOGRAPHS. THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS jo pasneo sl;ey; spaepue;s AJID as BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. ABL N VI RMON BOOKER ENGINEERING DISCLAIMS ANY AeM-;o-;y6u Aj!0 ul s;uaLuanoadwl z NO. ENGINEER DRAFTER DATE 16778 146TH ST SE #190, • o RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ADR 01/31/24;�da�d R0111�CD1�I�l�I.U�'fYpCf.�'$� MONROE, WA 98272 • m p PRINTS. PERSONS WORKING IN THE AREA COVERED IjjjIlIpz By THIS DRAWING MUST CONTACT THE STATEWIDE 1 SDK ADR 03/25/24 I V 360.722.2852 CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE C O M C A S T LOCATION OF UNDERGROUND FACILITIES. ERMIT NUMBER. ---- 0 10 20 Know what's below. SHEET NUMBER 2 SDK JMF 05/03/24 CONFIDENTIAL/ PROPRIETARY ---- ____ ____ PROJECT LOCATION: 21500 72ND AVE W, EDMONDS, WA 98026 Calbefore dig. 6 OF 8 AS -BUILT SCALE: 1 ' = 20' �I 5' MIN -I -II MINIM �5' MIN_ I 1 �I I� �I I-�1• i•�l F"-}7• 1,�-�I I----�1• C EXCAVATED AREA LJ CURB OR EDGE OF PAVEMENT EXCAVATED 5' MIN AREA 1' 1' 1' 1' PARKING 1 LANE EXCAVATED AREA C PARKING LANE CRACKS EXISTING PATCH LESS THAN 5' WIDE RESTORATION LIMIT EXCAVATED AREA NOTES: 1. REPAIR AREA MAY BE MODIFIED WITH WRITTEN APPROVAL BY CITY DEPENDING ON CONDITIONS OR SCHEDULED CONSTRUCTION MAINTENANCE 2. ADJUST ALL UTILITY CASTINGS TO FINISHED GRADE AND RESTORE ALL EXISTING SURFACE IMPROVEMENTS INCLUDING STRIPING, SIGNAGE, AND OTHER MARKINGS OR DELINEATORS. 3. UTILITY PATCHES WITHIN 20' OF EACH OTHER SHALL BE COMBINED INTO A SINGLE FULL LANE GRIND AND OVERLAY. 4. TEE CUT PATCHES SHALL BE 4 INCHES OR MATCH EXISTING, WHICHEVER IS GREATER. 5. REEORATION LIMITS SHALL BE DETERMINED BY THE CITY ENGINEERING INSPECTOR. PAVEMENT CORES: 1. 2-INCH DIAMETER HOLE OR SMALLER - FILL WITH SAND AND COMPACT WITH A ROD, SEAL WITH HOT CRACK SEAL FOR TOP 6 INCHES AND MATCH PAVEMENT SURFACE. 2. 2-INCH TO 12-INCH DIAMETER - FILL ENTIRE HOE WITH A FAST SET NON -SHRINK GROUT. BLACK DYE IS PREFFERED. 3. GREATER THAN 12-INCH DIAMETER - FILL WITH CRUSHED ROCK AND MATCH EXISTING PAVEMENT DEPTH WITH HMA. _� REVISION DATE ASPHALT REPAIR CITY OF EDMONDS SEPTEMBER 2023 PUBLIC WORKS STANDARD DEPARTMENT DETAIL FSt. 189,3 APPROVED BY: R. ENGLISH TR-592 TYPICALS FINAL JOINT SHALL BE A NEAT STRAIGHT HMA CLASS 1/2" LINE. ALL EXPOSED VERTICAL EDGES SHALL PG 5811-22 BE TACKED NEATLY PER WSDOT STANDARD (SEE NOTES 4 & 5) V SPECIFICATIONS 5-04.3(5)A APPROVED TACK OR APPROVED EQUAL AND SEALED PER WSDOT STD 5-04.3(5)C. SLOPE EXCAVATION 1' TO AVOID UNDERMINING EXISTING PAVEMENT. EXISTING HMA .Q . a ... Q EXISTINGa '. °d , d MATERIAL \\\/ CRUSHED SURFACE BASE IMPORT OR NATIVE MATERIAL BACKSHALL BE COMPACTED COURSE PER WSDOT STD TO 995% 5% MAXIMUM DENSITY SPEC 9-03.9(3) (SEE NOTE 2) (SEE NOTE 3) TRENCH WIDTH NOTES: 1. SEE CITY OF EDMONDS MODIFICATIONS TO DIVISION 9 OF THE CURRENT WSDOT STANDARD SPECIFICATIONS FOR BACKFILLING REQUIREMENTS. 2. SUBMIT PROCTOR AND DENSITY TESTS FROM CERTIFIED TESTING COMPANIES DOCUMENTING THAT THE BACKFILL MEETS A MINIMUM OF 95% DENSITY PER ASTM D 1557. 3. CSBC DEPTH SHALL BE A MINIMUM 6" OR MATCH EXISTING WHICHEVER IS GREATER. WHEN MATCHING EXISTING CSBC DEPTH GREATER THEN 6", THEN CSBC SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 6". 4. ROADWAY HMA DEPTH SHALL BE A MINIMUM OF 4" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 4" SHALL MATCH EXISTING. 5. ALLEY HMA DEPTH SHALL BE A MINIMUM OF 2" THICK. UNLESS APPROVED BY THE ENGINEER, ANY DEPTH GREATER THAN 2" SHALL MATCH EXISTING. 6. UNLESS APPROVED BY THE ENGINEER, THE HMA SHALL BE INSTALLED IN MULTIPLE EQUAL THICKNESS LIFTS NOT EXCEEDING 2". 7. FINAL PAVEMENT JOINTS SHALL BE NEATLY AND UNIFORMILY SEALED WITH WSDOT STANDARD SPECIFICATIONS 5-04.3(5)C APPROVED JOINT SEALANT OR APPROVED EQUAL. TYPICAL HMA AND REVISION DATE FEBRUARY 2020 CITY OF EDMONDS UTILITY PATCH STANDARD PUBLIC WORKS DEPARTMENT DETAIL 'St. 189'� GU-410 APPROVED BY: R. ENGLISH 1/2" FULL DEPTH 10' EXPANSION DUMMY JOINT JOINT ° d d I `I e I a I a PLAN VIEW (NOT TO SCALE) 1' 5' MIN MIN. 2z MAx FULL DEPTH 1/2" EXPANSION CURB/GUTTER JOINT MATERIAL !M' SEE COE STD 2% MAX ry�i DTL TR-520 - d . �. 1/2" R d a 2" MIN 5/8" MINUS CSTC ON SEE NOTES 4 & 5 NATIVE SUBGRADE BEARING SOIL SEE NOTE 9 SECTION VIEW NOTES: (NOT TO SCALE) /8" TO 1/4" 1. CITY INSPECTION REQUIRED ON FORM WORK PRIOR TO POUR. 2. CONCRETE SHALL BE CLASS 3000/C0MMERCIAL MIX. " 1./2" jt°• 3. FINISH SHALL BE LIGHT BROOM. DUMMY JOINT 4. SIDEWALK THICKNESS SHALL BE 4". (NOT TO SCALE) 5. SIDEWALK THICKNESS AT DRIVEWAYS AND DRIVEWAY TRANSITIONS SHALL BE 6". 6. CURB AND GUTTER SHALL BE POURED SEPARATELY FROM SIDEWALK. 7. LIDS FOR JUNCTION BOXES AND UTILITY VAULTS SHALL BE NON-SKID AS SPECIFIED BY ENGINEER. B. SEE COE STD DTL TR-550 FOR POSSIBLE ROOT BARRIER INSTALLATION. S. NATIVE SUBGRADE BEARING SOIL AND CSTC SHALL BE COMPACTED TO 95% MAXIMUM DENSITY. 10. ALL EDGES AND JOINTS SHALL HAVE 1/2" RADIUS -sue REVISION DATE ,*�CITY OF EDMONDS APRIL 2021 CONCRETE SIDEWALK PUBLIC WORKS STANDARD DEPARTMENT DETAIL Fs{ 189� APPROVED BY: R. ENGLISH TR-531 THEAC CABLES ALLOCAYTION OF EXISTING FROMTHELOCATION CONDUIT AND REVISIONS CABLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING LLC MAYBOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 16778 146TH ST SE #190, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ADR 01/31/24 PROJECT NUMBER: JB0001237956 MONROE, WA 98272 o PRINTS. PERSONS WORKING IN THE AREA COVERED .. BY THIS DRAWING MUST CONTACT THE STATEWIDE CANNON COMPANIES 360.722.2852 CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE 1 SDK ADR 03/25/24 C O M C A S T LOCATION OF UNDERGROUND FACILITIES. PERMIT NUMBER: ---- 2 SDK JMF 05/03/24 Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- ---- ---- PROJECT LOCATION: 21500 72ND AVE W, EDMONDS, WA 98026 Call before you dig. 7 OF 8 PHOTO #1: FACING (N) ON THE (N) SIDE OF 216TH ST SW. PHOTO #3: FACING (N) ON THE (W) SIDE OF 72ND AVE W. SITE PHOTOGRAPHS PHOTO #2: FACING (N) ON THE (W) SIDE OF 72ND AVE W. PHOTO #4: FACING (N) ON THE (W) SIDE OF 72ND AVE W. CONSTRUCTION NOTES O TRENCH PLACING NEW CATV CABLE AND (1)-2" CONDUIT. THEAC UAL LOCATION OF EXISTING CONDUIT CABLES MAY VARY FROM THE LOCATION SHOWND ANREVISIONS CABLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING LLC BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1i 16778 146TH ST SE #190, • RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ADR 01/31/24 � PROJECT NUMBER: J60001237956 MONROE, WA 98272 • PRINTS. PERSONS WORKING IN THE AREA COVERED o By THIS DRAWING MUST CONTACT THE STATEWIDE 360.722.2852 CALL-BEFORE-YOUNDER SYSTEM ROUND CONFIRM THE 1 SDK ADR 05/03/24 C O M C A S T LOCATION OF UNDERGROUND FACILITIES. CableCom � PERMIT NUMBER: ---- Know what's below. SHEET NUMBER 2 SDK JMF 05/03/24 CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- ---- ---- PROJECT LOCATION: 21500 72ND AVE W, EDMONDS, WA 98026 Call before you dig. 8 OF 8 ,m•]01VAT" I& KEVIN HARMON CONSTRUCTION MANAGER CABLECOM KEVIN. HARMON@CABLECOMLLC.NET 360.322.2805 SPENCER KARINIEMI OPERATIONS MANAGER BOOKER ENGINEERING SPENCER@BOOKERENG.COM 360.722.2852 SHEETINDEX 1 - COVER SHEET 2 - GENERAL NOTES 3-LEGEND 4/6 - DESIGN VIEWS 1/3 7 - TYPICALS 8 - SITE PHOTOGRAPHS SCOPE OF WORK TRENCH PLACING NEW (1)-2" CONDUIT AND CATV CABLE. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS. ADDRESS: 21500 72ND AVE W, EDMONDS, WA 98026 PROJECT NAME: JB0001237956 - PRINTS � _ l 00 0 213TH PL SW LU Via! •x N 1Y,.e A7 I— �N W 1 1 VICINITYlII ARCI OT3A3C R�� aea,a�eme, Eama� ® �ONOIA03 JO A a��r, o �°0.�0 6. _ _ _ '•..� a=:. C s ,a 6 , p `sw,=o.Eam,,,� 1 1 LI 9 .. aaoa,meme9 • ,• • ��,� r T ' z�ssin nsv� on.e,aNlness cam, p ms�sw �. _£ Aso umlex Gmo W T V E ♦.. az®� Q 6iod �RMt1�'Q �aOoa=V�wpmee.. ..... �•,�aoo��EC C i�xe,po�.�s��'�sa �� Q9 F c •.. V R66 I II J r - Q t 1.� ✓.. Ln Fy 7 T t W — 1 .T 'A U) E k- I I Y 4i N {tF A'r ' Olt r �7 o 13 w )W — • t+ SITE LOCATION THE ACT UAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1i 16778 146TH ST SE #190, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ADR 01/31/24 ` PROJECT NUMBER: JB0001237956 MONROE, WA 98272 PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEW IDE 360.722.2852 N O R T H CALL-BEFORE-OFYOUNDERGROUND CONFIRM THE 1 SDK ADR 03/25/24 O O M C A S T LOCATION OF UNDERGROUND FACILITIES. cablecom PERMIT NUMBER: ---- Know what's below. SHEET NUMBER 2 SDK JMF 05/03/24 CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- ---- ---- PROJECT LOCATION: 21500 72ND AVE W, EDMONDS, WA 98026 Call before you dig. 1 OF 8 GENERAL NOTES 1. ALL MATERIALS AND WORK SHOWN ON THESE PLANS SHALL CONFORM TO THE CITY OF EDMONDS STANDARD PLANS AND DETAILS, THE FOLLOWING SPECIFICATIONS AND CODES, AND ALL OTHER APPLICABLE LOCAL MUNICIPAL, STATE, AND FEDERAL CODES, RULES AND REGULATIONS: ---- CURRENT INTERNATIONAL BUILDING CODE (IBC) ---- 2016 WSDOT/APWA STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION ---- WASHINGTON STATE DEPARTMENT OF ECOLOGY STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN (CURRENT EDITION) 2. STANDARD PLAN AND TYPE NUMBERS INDICATED ON THESE DRAWINGS REFER TO CITY OF EDMONDS STANDARD DETAILS, UNLESS NOTED OTHERWISE 3. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOBSITE WHENEVER CONSTRUCTION IS IN PROGRESS. 4. DEVIATIONS FROM THESE PLANS MUST BE APPROVED BY THE ENGINEER OF RECORD AND THE LOCAL GOVERNING AUTHORITY. 5. CONTRACTOR SHALL RECORD ALL APPROVED DEVIATIONS FROM THESE PLANS ON A SET OF "AS -BUILT" DRAWINGS AND SHALL SUMMARIZE ALL ASBUILT CONDITIONS ON ONE SET OF REPRODUCIBLE DRAWINGS FOR SUBMITTAL TO THE OWNER PRIOR PROJECT COMPLETION AND ACCEPTANCE. A SET OF AS -BUILT DRAWINGS SHALL BE SUBMITTED TO THE CITY OF EDMONDS PRIOR TO FINAL APPROVAL OF THE BUILDING OCCUPANCY/FINAL PROJECT APPROVAL. 6. ELEVATIONS SHOWN ARE IN FEET. SEE SURVEY FOR BENCHMARK INFORMATION. 7. THE LOCATIONS OF EXISTING UTILITIES AND SITE FEATURES SHOWN HEREON HAVE BEEN FURNISHED BY OTHERS BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN AND TO FURTHER DISCOVER AND PROTECT ANY OTHER UTILITIES NOT SHOWN HEREON WHICH MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. CONTRACTOR SHALL VERIFY LOCATION, DEPTH, SIZE, TYPE AND CONDITION OF EXISTING UTILITY LINES AT CONNECTION OR CROSSING POINTS BEFORE TRENCHING FOR NEW UTILITIES. ENGINEER ASSUMES NO RESPONSIBILITY FOR THE COMPLETENESS OR ACCURACY OF THE EXISTING UTILITIES AND SITE FEATURES PRESENTED ON THESE DRAWINGS. ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF CONFLICTS THAT ARISE. 8. CONTRACTOR SHALL LOCATE AND PROTECT ALL UTILITIES DURING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATION SERVICE (1-800-424-5555) AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 9. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS AT THE PROJECT SITE BEFORE STARTING WORK AND SHALL NOTIFY OWNER'S REPRESENTATIVE OF ANY DISCREPANCIES. 10. PIPE LENGTHS WHERE SHOWN ARE APPROXIMATE AND MAY CHANGE DUE TO FIELD CONDITIONS. 11. CONTRACTOR SHALL OBTAIN A COPY OF THE GEOTECHNICAL REPORT (WHERE APPLICABLE) AND SHALL THOROUGHLY FAMILIARIZE HIMSELF WITH THE CONTENTS THEREOF. ALL SITE WORK SHALL BE PERFORMED IN STRICT COMPLIANCE WITH THE RECOMMENDATIONS OF THIS REPORT. 12. STRUCTURAL FILL MATERIAL AND PLACEMENT SHALL CONFORM TO THE RECOMMENDATIONS OF THE PROJECT GEOTECHNICAL REPORT. 13. SUBGRADE SOILS IN ALL AREAS WHERE RAIN GARDENS, INFILTRATION OR PERVIOUS PAVEMENT IS TO BE PLACED SHALL BE DELINEATED AND PROTECTED AT ALL TIMES FROM COMPACTIVE ACTIVITIES (i.e. HEAVY EQUIPMENT, STOCKPILING). 14. MANHOLES, CATCH BASINS, UTILITIES AND PAVEMENT SHALL BEAR ON MEDIUM DENSE TO VERY DENSE NATIVE SOIL OR COMPACTED STRUCTURAL FILL. IF SOIL IS DISTURBED, SOFT, LOOSE, WET OR IF ORGANIC MATERIAL IS PRESENT AT SUBGRADE ELEVATION, REMOVE AND REPLACE WITH COMPACTED STRUCTURAL FILL PER GEOTECHNICAL REPORT. 15. SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR DIMENSIONS AND LOCATIONS OF BUILDINGS, LANDSCAPED AREAS AND OTHER PROPOSED OR EXISTING SITE FEATURES. 16. SEE ARCHITECTURAL DRAWINGS FOR PERIMETER FOUNDATION DRAINS. FOUNDATION DRAINS SHALL BE INDEPENDENT OF OTHER SITE DRAIN LINES AND SHALL BE TIGHTLINED TO THE STORM DRAIN SYSTEM WHERE INDICATED ON THE PLANS. 17. ALL REQUIRED STORMWATER FACILITIES MUST BE CONSTRUCTED AND IN OPERATION PRIOR TO INSTALLATION OF ANY PAVEMENT UNLESS OTHERWISE APPROVED BY THE ENGINEER. 18. ALL ROOF DRAINS, PERIMETER FOUNDATION DRAINS, CATCH BASINS AND OTHER EXTERNAL DRAINS SHALL BE CONNECTED TO THE STORM DRAINAGE SYSTEM, UNLESS NOTED OTHERWISE. 19. ALL FOOTING DRAINS SERVING BUILDINGS, WALLS, ROCKERIES, ETC. SHALL CONNECT TO THE DRAINAGE SYSTEM DOWNSTREAM OF THE SITE STORMWATER DETENTION SYSTEM. 20. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL PERMITS REQUIRED FOR INSTALLATION OF ALL SITE IMPROVEMENTS INDICATED ON THESE DRAWINGS. 21. A SEPARATE IRRIGATION PERMIT MUST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, PROVIDE TO THE CITY WATER QUALITY TECHNICIAN, A COPY OF THE BACKFLOW TEST REPORT. TEST REPORTS CAN BE FAXED TO 425-744-6057 OR EMAILED TO JEFF.KOBLYK@EDMONDSWA.GOV. BACKFLOW TESTING SHALL BE COMPLETED BY THE OWNER ANNUALLY THEREAFTER. 22. AS A MINIMUM REQUIREMENT, ALL DISTURBED AREAS ON AND OFF SITE SHALL BE RETURNED TO THE EQUIVALENT OF THEIR PRECONSTRUCTION CONDITION IN ACCORDANCE WITH APPROPRIATE REQUIREMENTS AND STANDARDS. 23. ALL DISTURBED SOIL AREAS SHALL BE COMPOST AMENDED AND SEEDED OR STABILIZED BY OTHER ACCEPTABLE METHODS FOR THE PREVENTION OF ONSITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. SEE EROSION CONTROL PLANS FOR SPECIFIC GRADING AND EROSION CONTROL REQUIREMENTS. 24. THE CONTRACTOR SHALL KEEP OFF -SITE STREETS CLEAN AT ALL TIMES BY SWEEPING. WASHING OF THESE STREETS WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL. 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. THE ACT UAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1i 16778 146TH ST SE #190, • RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ADR 01/31/24 ` PROJECT NUMBER: J60001237956 MONROE, WA 98272 • PRINTS. PERSONS WORKING IN THE AREA COVERED o BY THIS DRAWING MUST CONTACT THE STATEWIDE 360.722.2852 CALL-BEFORE-OFUNDERGROUND CONFIRM THE 1 SDK ADR 05/03/24 C O M C A S T LOCATION OF UNDERGROUND FACILITIES. CableCom � PERMIT NUMBER: ---- Know what's below. SHEET NUMBER 2 SDK JMF 05/03/24 CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- ---- ---- PROJECT LOCATION: 21500 72ND AVE W, EDMONDS, WA 98026 Call before you dig. 2 OF 8 SYMBOLS CATCH BASIN/INLET ® RISER — EXISTING ® RISER — PROPOSED FIRE HYDRANT POLE ANCHOR/DOWN GUY —EXISTING WATER/GAS VALVE POLE ANCHOR/DOWN GUY — PROPOSED LIGHT POST POLE ANCHOR/DOWN GUY — EXISTING STREET SIGN 01 AERIAL STORAGE — EXISTING ...... 0, AERIAL STORAGE — PROPOSED ADA RAMP SPLICE POINT — EXISTING SPLICE POINT — PROPOSED BUSH V UTILITY VAULT — EXISTING (SIZE MAY VARY) HEDGE UTILITY VAULT — PROPOSED (SIZE MAY VARY) UTILITY PEDESTAL — EXISTING O (SIZE MAY VARY) TREE UTILITY PEDESTAL — PROPOSED o D © (SIZE MAY VARY) OUNDERGROUND STORAGE — EXISTING OTREE STUMP OUNDERGROUND STORAGE — PROPOSED UTILITY POLE — ® UTILITY POTHOLE EXISTING BORE/TRENCH —PROPOSED UTILITY POLE — (SIZE MAY VARY) PROPOSED LEGEND SYMBOLS CONT. LINETYPES RESTORATION LIMITS A AERIAL FIBER —EXISTING (SIZE MAY VARY) A AERIAL FIBER — PROPOSED n — — — — — — — — CONDUIT — EXISTING I UTILITY CONTINUES — — — — — — — — CONDUIT — PROPOSED CENTER LINE/STATION LINE — UTILITY ENDS R/W RIGHT OF WAY PARCEL BOUNDARY SEW SANITARY SEWER OCONSTRUCTION NOTE/RESTORATION CALLOUT SD STORM DRAIN W WATER (X) PHOTO LOCATION/ORIENTATION CALLOUT G GAS I/ STM STEAM (XXX') DIMENSIONS FROM PREVIOUS PAGE E ELECTRIC F/0 FIBER OPTIC RETAINING WALL T TELEPHONE UNK UNKNOWN UTILITY X X FENCE NORTH ARROW ORT HATCH PATTERNS INFORMATION TABLES 0 oa a o CONCRETE SIDEWALK o � a CD CD CD CD O GRAVEL O O O O O 0 0 0 0 0 0 BRICK/COBBLE WATER BODY #F IN: 0 OUT: 0 #F IN: 0 TAIL: 0 #F TAIL: 0 OUT: 0 TITLE N/A UTILITY1 0'-0" PROP UTILITY 1 0'-0" SEQUENTIAL IN/OUT CALLOUT SEQUENTIAL IN/TAIL CALLOUT SEQUENTIAL TAIL/OUT CALLOUT UTILITY POLE INFORMATION TABLE (NUMBER OF ATTACHMENTS MAY VARY) THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: KEVIN HARMON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 16778 146TH ST SE #190, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK ADR 01/31/24 `�� C� PROJECT NUMBER: JB0001237956 MONROE, WA 98272 PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE 360.722.2852 CALL-BEFORE-OFUNDER SYSTEM ROUND CONFIRM E 1 SDK ADR 05/03/24 C O M C A S T PERMIT NUMBER: ---- LOCATION OF UNDERGROUND FACILITIES. I� 2 SDK JMF 05/03/24 -able Olil � Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY AS -BUILT ---- --__ ---- PROJECT LOCATION: 21500 72ND AVE W, EDMONDS, WA 98026 Call before you dig. 3 OF 8 TRAFFIC CONTROL Completed By: LEN ENRIQUEZ Address: 21500 72ND AVE W, EDMONDS, WA 98026 Completion Date: 2/7/2024 Private Exterior Footages: Job Type: Select New Aerial Coax: 0 Overlash Coax: 0 New UG Fiber: 0 New Aerial Fiber: 0 Overlash Fiber: 0 Existing UG Fiber: 0 Empty Conduit Only: 0 New UG Coax: 0 Existing UG Coax: 0 Are Additional Pages Needed: No Job Subtype: Select Survey Scope: Post -Sale Project Manager: Select Source System: JB0001237956 Legend New Ped New Vault Existing U/G Existing Aerial New U/G New Aerial Interior Path Exterior Building Path Footage Break Fiber Splice Point Storage Loop Riser Pole Lock Box Footage Text Box Callout Arrow New Tap Phase Identifier Power Suppy Hard Surface Cut El 0 150' Text PS' • 1 Provide Clear Private Exterior Construction Details TENCH PLACING NEW (1)-2" CONDUIT AND CAN ISLE. ALL CONSTRUCTION AND RESTORATION TO EET OR EXCEED CITY OF EDMONDS STANDARDS. SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 25 30 35 40 45 5C 55 60 65 70 LENGTH (%040 155 2W 250 305 MO 425 4% 570 645 730 TRANSPORTABLE ATTENUATOR ROLL AHEAD DISTANCE = R HOST VEHICLE VEIGHT 9.900 TO 22.000 Ibs. HOST VEHICLE WbIGHT > 22.003 Ibs. < 45 MPH 45-55 MPH > 55 MPH < 45 MPH 45-55 MPH 55 MPH 10C 12 3 177 "1 100 150' PROTECTIVE VEHICLE (WORK VEHICLE) = R 17- NO SPECIFIED DIStANCE REOUIRED X I X I X ONE TE ROAD I< AHEAD 49 48" W20-I 481 ROAD eE WORK PREPARED AHEAD TO STOP 401 48' W2M11 W20.78 W:6.78 (OPTIONAL If 40 MPH OR LESS) LEGEND FLAGGING STATION p TEMPORARY SIGN LOCATION CHANNELIZINO DEVICES ® PROTECTIVE VEHICLE un SIGN SPACING = X (1) RURAL HIG~YS 60 16B MPH a00A RURAL ROADS 4S 155 MPN 500A RURAL ROADS A URSAN ARTERALS 35 140 MPH 330A RURAL ROADS. URBAN ARTERIALS /� MPH RESDENTIAL a BUSINESS DISTRICTS 200A (2) URRAN STREETS 2S MPH OR LESS 100A (2) 11) ALL SPACING MAY BL ADJUSTED TO ACCOMMODATE IVTERSEC'IOftS AVD URIVLIVAYS. 1Z THIS SPACING MAY BE REDUCED IN LROAN AREAS TO FIT ROADVMY CONDITIONS. SU TO IOU I1 6 DEVICE JI MI 1 00 SOTO 100 6 DEVICL RECEIVED FEB 12 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W20-78 ;OPTIONAL IF 40 MPH OR LESS) 48• 40' eE ROAD RED PREPAWORK TO STOP AHEAD 484V . yy78 ONE LANE W20-1 ROAD \\ AHEAD \ AS- 48• W2C-7A W20-4 x x x x 72ND AVE W x I S307 70 kA >�� 4e ITT / W20.7A TRAFFIC CONTROL INSPECTION SHALL BE REQUIRED WHENEVER WORK ZONE IS SET UP ENGINEERING DIVISION APPROVED AS NOTED 1p11 LVZgX,a1..44.g 06/21/2024 VV ONE —LANE, TWO—WAY TRAFFIC CONTROL WITH FLAGGERS NOT TO SCALE CHANNELIZATION DEVICE SPACING FEET MPH TAPFR I TANC.FAT ic•DS 10 TO 23 00 15.45 10 TD 20 60 2S•3^ 10 TO 20 47 I. All. SIGNS ARE BLACK ON ORANGE Z EXTENDING THE CHANNEL12ING DEVICE TAPER ACROSS SHOULDER IS RECOMMENDED. 3. NIGHT WORK REQUIRES ADDITIONAL ROAD•NAY LIGH71NO AT FLAGGING STATIONS. SEE THE STANDARD SPECIFICATIONS FOR ADDITIONAL DETAILS. 4. SEE SPECIAL PROVISIONS FOR WORK HOUR RESTRICTIONS. AWAL •Ti Washington State Department of Transportation TC1' TRAFFIC CONTROL PLAN 1 RECEIVED FEB 12 2024 CITY OF EDMONDS M BuildingPermit.com CITY OF EDMONDS DEVELOPMENT Right -of -Way Application #1439508 - COMCAST - JB0001237956 - BOMVICES DEPARTMENT Applicant First Name Last Name Company Name JESSAMIN SANTOS COMCAST Number Street Apartment or Suite Number E-mail Address 1701 JOHN F KENNEDY BLVD WACONSTRUCTI0N JOINTUSE@COMC City State Zip Phone Number Extension PHILADELPHIA PA 19108 (206) 401-2188 Contractor Company Name Cablecom LLC Number Street Apartment or Suite Number 1429 AVENUE D 339 City State Zip Phone Number Extension SNOHOMISH WA 98291 (360) 670-4291 (360) 454-3163 State License Number License Expiration Date UBI # E-mail Address CABLEL*971 DP 8/21/2025 FD99RSS79 SNOHOMISH.PERM ITTING@CABLECO Project Location Number Street Floor Number Suite or Room Number 21500 72ND AVE W City Zip Code County Parcel Number EDMONDS 98026 00580700002300 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 * WELL CA WA LANDLORD LLC Number Street Apartment or Suite Number PO BOX 92129 City State Zip SOUTHLAKE TX 76092 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: 2/7/2024 Submitted By: JESSAMIN SANTOS Page 1 of 2 i CITY OF EDMONDS MyBuildingPermit.com Right -of -Way Application #1439508 - COMCAST - JB0001237956 - BORE Project Contact Company CABLECOM LLC Name: Name: LEAH Email: SNOHOMISH.PERM ITTING@CABLECOMLLC.NET IHLENFELDT Address: 1429 AVENUE D Phone (360) 670-4291 339 #: SNOHOMISH WA 98291 Project Type Activity Type Scope of Work Utility Purveyor Utility Work Disturbance of Surface Project Name: COMCAST - JB0001237956 -BORE Description of TRENCH PLACING NEW (1)-2" CONDUIT AND CATV CABLE. ALL CONSTRUCTION Work: AND RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS Project Details Project Information Job Number JB0001237956 Page 2 of 2