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ENG2021-0360 ROW PERMIT CORRECTED ADDRESSRIGHT OF WAY EUC PERMIT City of • • • www.cityofedmonds.gov Description: COMCAST-OVERLASH, NEW RISER & VAULT FOR SERVICE TO S.P. ISSUED: 09/29/2021 Address: 7901 240TH ST SW EDMONDS WA 98026 EXPIRES: 03/29/2022 Permit rmit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00452000400800 i NAME TYPE NAME ADDRESS PHONE APPLICANT COMCAST 1525 75TH ST SW, EVERETT WA 98203 (425)921-8201 CONTRACTOR Cablecom LLC 20021 120TH AVE NE, SUITE 101, BOTHELL WA 98011 (360)668-1300 OWNER TWIN PIER LLC PO BOX 55545, SHORELINE WA 98155 (206)571-7777 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $0.00 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 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. RELEASED BY THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW DATE 11 /9/2021 Re -issued permit on 11/9/21 for correction to address only. No change to expiration date. Printed: Tuesday, November 09, 2021 10:24:17 AM 1 of 2 -KRWOF WAY EUC PERMIT City of • • • www.cityofedmonds. ov/425.771.0220 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 MEN RESULT A-1 JOB START X-2 ENGINEERING FINAL" E-7 TRAFFIC CTRL Printed: Tuesday, November 09, 2021 10:24:17 AM 2 of 2 ENG2021-0360 �/0 of EUkjoIV RECEIVED RIGHT OF WAY CONSTRUCTION PERMIT APPLICATION SEP 02 2021 Complete and submit this Application in accordance with the Submittal CITY OF EDMONDS 'Nc. is) Requirements outlined in Right -of -Way permit Handout E63. DEVELOPMENT SERVICES DEPARTMENT If any field is not applicable to your project, write "N/A" instead of leaving uiaiuc. All fields required. Incomplete Applications will be denied. SECTION A General• Project Name Aulck 240th Site Address or if no site address use Property Address at NW corner of project area: 8012 240TH ST SW Associated Permits: BLD PLN ENG Owner and Entity Holding•• • Name of Company COMCAST CABLE HOLDINGS Franchise Ordinance No: Point of Contact TERESA STEMLER Title PERMIT COORDINATOR Address 1525 75TH ST SW City EVERETT State WA Zip 98203 Phone 425-921-8201 Email TERESA_STEMLER@COMCAST.COM Contractor and Authorized ent of Owner (see note below) Name of Company CABLECOM.LLC Contractor Contacts During Construction Primary Name CABLECOM LLC - BRENT DIXON Agent Name Pauni Vaimili Title CONTRUCTION SUPERVISOR Title PERMIT COORDINATOR Mobile 425-870-4407 Address 20021 120th Ave NE Suite 101 Email brent.dixon@cablecomllc.net City BOTHELL I State WA Zip 98611 Secondary Name Phone 360-926-4902 Title Email snohomish.permitting@cablecomlIc.net Mobile City of Edmonds Business License No: N R - 021818 Email State License No: CABLEL*971 DP Contractor verifies it is currently bonded u/ Contractor verifies it currently has general liability insurance NOTE: ECDC18.6o.o2o requires that the Application be signed by a licensed and bonded contractor unless otherwise approved by the city engineer. ❑ Multifamily residential ❑ Commercial ❑ City project ❑ Single family residential subdivision ❑ Single family -other ❑ Industrial ❑ Demo and rebuild or from vacant land? ❑ Other, please specify: ❑ Utility Franchise Work associated with development (check one of the above boxes as well) ❑ Traffic Control Only (no associated development) Utility Franchise Work (no associated development) City of Edmonds ROW construction permit Application --Page 1 of 3 Updated 3/25/2021 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.) RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (Number of Months) Sidewalk 72 hours + LF x LF SF Alley 2 hours + LF x LF SF Parking 72 hours + LF x LF SF SECTION B - If you are not a utility company performing work in the City ROW, skip to SECTION C. 1. The work in the right of way is on or for the following type of facilities: : ❑ telecommunications t cable ❑ power ❑ gas ❑ water ❑ sewer ❑ storm Details 1. of Work to be Completed Does the utility owner have existing overhead infrastructure in the area of work? Yes No 2. Will any equipment be added underground or above ground (e.. pedestals, vaults, etc.)? V If yes, describe: vault to be placed 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? 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 Work to be Completed Yes No 6. Does your project involve rebuilding or replacing utility equipment which currently serves more than one lot or commercial development? If yes, answer the following questions related to project area, i.e. the actual area in which the project is proposed: 6a. Does your project involve wires/cables/lines? If yes: V How many are existing? I I How many are to be added? City of Edmonds ROW construction permit Application --Page 2 of 3 Updated 3/25/2021 6b. Does your project involve poles? If yes: How many poles are existing in the project area? 4 What is the height of the existing poles? 34'8" , 38', 38'5",37'9" How many poles are to be removed? o Are additional poles to be laced? How many? I I What is the height of the additional poles? 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: AaZ40Z,.6 VaZ � DATE: 09/02/2021 APPLICANT PRINTED NAME: Pauniyaimili 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 SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT-COM ADDRESS: 8012 240TH ST SW, EDMONDS, WA 98026 CONTACTS PROJECT NAME: JB0000734777 - PRINTS JAMESJEFFERSON CONSTRUCTION MANAGER - CABLECOM JAMES.JS.JEF VICINITY MAP FERSON@CABLECOMLLC.NET • Wr SPENCER KARINIEMI * •` ' u. 0, PROJECT MANAGER � � � • t� �. BOOKER ENGINEERING SPENCER@BOOKERENG.COM — : �~ Woodway Esperance 360.722.2852 ` - t[•f • � — 8012`240th St SW, v C. •Edmonds, WA 98026 y,p SHEET INDEX I. 1 -COVER SHEET (4 o i'�f te 'J Like 2 -GENERAL NOTES - p eD ;ii.r Forest P 3-LEGEND _ e0 Shoreline 4/5 - DESIGN VIEWS 1/2 r 1 �` • , 6/7 - TYPICALS 1/2 - • a 8/9 - SITE PHOTOGRAPHS 1/2 - — '1•T �- SHEET 4 :;�- SHEET 5 240TH ST SW SCOPE OF WORK 1 ' - " •: TIE INTO EXISTING UTILITY POLE NEAR 8012 240TH •- L+ r _ ir; ST SW. FROM POLE OVERLASH NEW CATV CABLE A TOTAL OF 373, (3 SPANS) EAST. PLACE NEW (1)4' •' RISER 25DOWN POLE NEAR 7910 240TH ST SW. �-- , '� ��'•/ • FROM POLE BORE A TOTAL OF 32' NORTH PLACING ' _ , •,,. `'� NEW (1)4" CONDUIT, CATV CABLE, AND 1 VAULT�r • lip J ' ALONG PATH. ALL CONSTRUCTION AND I �� RESTORATION TO MEET OR EXCEED CITY OF = EDMONDS STANDARDS. � ~ •" ` 'SEE MARK-UPS ON SITE PLAN v 1 RECEIVED 111N2]3d AiVd ]AdAS v AanO32i ).en sAllf-Illn • -�`� /kNV Ol NOISIAAWNO1_LV0O_1A2 'sAunI1n 311S NO _nd SEP 02 2021 ONUVOO-1 210d A�91SNOdSD2] ZJO-LO ' UN00/2]ANM0 .M' ZOZ/LZ/60 M.JV IVI vC3U ulvv IV all V VJ 1141.J 10 V Q= joeroad pad}iwied au}5ulanp san000 2:10d D�91SNOdSA2] SI 2J010`d J_LNO0/2J3NM0 SITE ao pasneo si jeyj spaepuels Alp aad 4310N S`d CIAA021ddV CITY OF EDMONDS Aem-;o-}y6u r(;IO ul s;uawanoadwi DEVELOPMENT a6eluoa;aosaljill'lno}abewep NOISIAIa 9NIHAANION3 SERVICES DEPARTMENT Ile eoeldeipedaa lle4s }ueollddy THE ACT UAL LOCATION OF EXISTING CONDUITAND REVISIONS CABLECOM ENGINEER: JAMES JEFFERSON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMSANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWNINTHESE ORIGINAL SDK BAF 08/23/21 ` C3: PROJECT NUMBER: JB0000734777 MONROE, WA 98272 PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE ____ ____ ____ 360.722.2852 NORTH CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE C O M C A S T LOCATION OF UNDERGROUND FACILITIES. 2 CableCom PERMIT NUMBER: ---- o X ____ ____ ____ � Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY ---- ___- PROJECT LOCATION: 8012 240TH ST SW, EDMONDS, WA 98026 Call before you dig. 1 OF 9 AS BUILT SCALE: NTS 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. RECEIVE O 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. SEP 02 2021 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. CITY OF EDMONDS DEVELOPMENT 25. THIS PROJECT IS NOT A BALANCED EARTHWORK PROJECT. BOTH EXPORT AND IMPORT OF SOIL AND ROCK MATERIALS ARE REQUIRED. SERVICES DEPARTMEN THE ACT UAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: JAMES JEFFERSON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, • RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK BAF 08/23/21 `?i Eb PROJECT NUMBER: JB0000734777 MONROE, WA 98272 • PRINTS. PERSONS WORKING IN THE AREA COVERED Q"' 0 BY THIS DRAWING MUST CONTACT THE STATEWIDE ____ ____ ____ 360.722.2852 NORTH CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE C O M C A S T LOCATION OF UNDERGROUND FACILITIES. 2 CableC0111 PERMIT NUMBER: ---- o x ____ ____ ____ Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY I ---- ____ ____ PROJECT LOCATION: 8012 240TH ST SW, EDMONDS, WA 98026 Call before you dig. 2 OF 9 AS BUILT SCALE: NTS 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 - EXISTING • UTILITY POTHOLE BORE PIT - PROPOSED UTILITY POLE - PRPOSED (SIZE MAY VARY) LEGEND SYMBOLS CONT. LINETYPES n A AERIAL FIBER -EXISTING UTILITY CONTINUES q AERIAL FIBER - PROPOSED — - - - - - - — CONDUIT - EXISTING UTILITY ENDS — - - - - - - — CONDUIT - PROPOSED — — CENTER LINE/STATION LINE O CONSTRUCTION NOTE/RESTORATION CALLOUT R/W RIGHT OF WAY — — PARCEL BOUNDRY ( )() PHOTO LOCATION/ORIENTATION CALLOUT SEW SD SANITARY SEWER STORM DRAIN W WATER (XXX') DIMENSIONS FROM PREVIOUS PAGE G GAS STM STEAM CD= RETAINING WALL E ELECTRIC F/0 FIBER OPTIC NORTH ARROW T TELEPHONE ORT UNK UNKNOWN UTILITY X X FENCE INFORMATION TABLES HATCH PATTERNS #F IN: 0 OUT: 0 #F IN: 111 TAIL: #F TAIL: 0 OUT: 0 TITLE N A UTILITY1 0'-0" PROP UTILITY 1 0'-0" SEQUENTIAL IN/OUT CALLOUT � a o CONCRETE SIDEWALK o � a SEQUENTIAL IN/TAIL CALLOUT 0 0 0 0 0 GRAVEL SEQUENTIAL TAIL/OUT CALLOUT o 0 0 0 0 0 0 0 0 0 0 UTILITY POLE INFORMATION TABLE (NUMBER OF ATTACHMENTS MAY VARY) BRICK/COBBLE RECEIVE WATER BODY SEP 02 2021 r r r r CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMEN THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: JAMES JEFFERSON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKERENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK BAF 08/23/21 ® �� PROJECT NUMBER: JB0000734777 MONROE, WA 98272 PRINTS. PERSONS WORKING IN THE AREA COVERED - A N O R T H BY THIS DRAWING MUST CONTACT THE STATEWIDE 360.722.2852 CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE 1 ---- ---- ---- LOCATION OF UNDERGROUND FACILITIES. �,,1. PERMIT NUMBER: ---- O x Know what's below. SHEET NUMBER 2 COMCAST (�i�f nm CONFIDENTIAL/ PROPRIETARY PROJECT LOCATION: 8012 240TH ST SW, EDMONDS, WA 98026 Call before you dig. 3 OF 9 AS -BUILT --- - SCALE: NTS ° d d a a dd � D4 23927 80TH PL W o PARCEL# 00511500000700 . m. ° d. a ° ° d W V^ SEW .'T 1 -(1 H W W 2 --^-S4 00 R (102') 7R U x H- e 24006 79TH PL SW PARCEL# 27043100402900 L7 W— SEW 0 O O 7915 240TH ST SW O o PARCEL# 00452000400700 O O SD W SEW SEW A A T_ V r _W_ 240TH ST SW sEw 0 ff�rJ^� 7910 240TH PARCEL# 270431 r� A 9 x 4'X4'X3' DEEP OR� PIT g I� CONSTRUCTION NOTES O 102' OF NEW CATV CABLE OVERLASH CONTINUED FROM NOTE 4ON SHEET 2O EXISTING UTILITY POLE UP-03 O3 FROM UP-03 OVERLASH NEW CATV CABLE 130' (E) TO UP-04 4O EXISTING UTILITY POLE UP-04 7901 240TH ST SW PARCEL# 00452000400800 O PLACE NEW (1)4' RISER 25' DOWN UP-04 O FROM UP-04 BORE 32' (N) TO VT-01 PLACING NEW (1)4' *PARCEL UNDER CONDUIT AND CATV CABLE CONSTRUCTION O7 PLACE NEW 1730 VAULT VT-01 AT PROPOSED LOCATION VAULT SHALL BE PLACE ENTIRELY IN THE ROW UNLESS AN EASEMENT IS OBTAINED W R/W 4 x Il W 4 111 W W • POTHOLE UTILITY CROSSING PRIOR TO BORE/TRENCH. 32, 6 MAINTAIN MINIMUM VERTICAL CLEARANCE FROM EXISTING UTILITIES AT THE CROSSING. SEW SEW J�ZT� CITY CATCH BASIN 5 SD SD A R W R/W R/W a` 0 3'X4'X3' DEEP INTERCEPT PIT MINIMUM 5SEPERATION BETWEEN NEW CONDUIT ° AND CITY CATCH BASIN 7904 240TH ST SW ° PARCEL# 27043100402700 ° d a / a RESTORATION NOTES AO RESTORE SOFT SURFACE TO PRIOR CONDITION RECEIVE9 SEP 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMEN i.µ SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND i'I" ORIENTATION. SEE SHEET #8/9 FOR SITE PHOTOGRAPHS. THEAC UAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. REVISIONS CABLECOM ENGINEER: JAMES JEFFERSON BOOKER ENGINEERING LLC BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, • RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITES N WO KI NOT SHOWN IN THESE ORIGINAL SDK BAF 08/23/21 ?� PROJECT NUMBER: JB0000734777 MONROE, WA 98272 • PRINTS. PERSONS WORKING IN THE AREA COVERED 360.722.2852 o N o R T H BY THIS DRAWING MUST CONTACT THE CONFIRM THE CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE 2 -___ ____ ___- C O M C A S T caMecom LOCATION OF UNDERGROUND FACILITIES. PERMIT NUMBER: ---- O io' 2D' Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY ---- ---- ---- PROJECT LOCATION: 8012 240TH ST SW, EDMONDS, WA 98026 Call before you dig. 5 OF 9 AS BUILT SCALE: 1'=20' o 0 x 00 23926 80TH WAY W PARCEL# 00451900202006 = O D x 0 0 R/W R/W 1 0 a a 00000000_000000000 -0 0 0 mN o o ° = rho cD { } o = O N O O O U) O ° o� 0 A .O O 00 O v r ►_ 240TH ST SW 0 23927 80TH PL W PARCEL# 00511500000700 0 7, nnn{��nnnn A A N 141' Rio e e R/WO11 �� ❑■ O❑❑ ❑ 0 0 0 0 0 0 o o 0 0 o P 0 0 0 0 0 0 0 Q � o 0 ° 777q o 0 X 8012 240TH ST SW PARCEL# 00491100000411 0 O 0 0 0 0 0000 0000 0 0 �� fl0 X 00 0 g 0 0 8004 240TH ST SW o a 0 / PARCEL# 00491100000412 LU LU U) 'A O 2 D Q mo rn N) V O O A � o� r A C 0 ry c> 0 0 CONSTRUCTION NOTES O EXISTING UTILITY POLE UP-01 O FROM UP-01 OVERLASH NEW CATV CABLE 141' (E) TO UP-02 O EXISTING UTILITY POLE UP-02 O FROM UP-02 OVERLASH NEW CATV CABLE 102' (E) TO UP-03 RECEIVE9 SEP 02 20211 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMEN i.µ SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND i'I" ORIENTATION. SEE SHEET #8/9 FOR SITE PHOTOGRAPHS. THE ACT UAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: JAMES JEFFERSON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, • RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWNINTHESE ORIGINAL SDK BF 08/23/21 `?i �� PROJECT NUMBER: JB0000734777 MONROE, WA 98272 • PRINTS. PERSONS WORKING IN THE AREA COVERED 360.722.2852 o N O R T H BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE C O M C A S T LOCATION OF UNDERGROUND FACILITIES. 2 CableC0111 PERMIT NUMBER: ---- o io' z°' Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY PROJECT LOCATION: 8012 240TH ST SW, EDMONDS, WA 98026 Call before you dig. 4 OF 9 AS BUILT SCALE: 1 "=20' 3 BOLT CLINCHING CLAMP BOND MESSENGER TO POLE GROUND. MESSENGER CABLE COMMUNICATIONS CABLES ' LASH ALL CABLES TOGETHER WITH ALUMINUM WRAPPING TAPE AT 6' O.C. FROM SPLIT TO SPLIT IF MORE THAN ONE CABLE, LASH CABLE BUNDLE TO CABLE HANGER. TYPICALS LENGTH SHALL BE EQUAL TO OR GREATER THAN VERTICAL DISTANCE FROM BASE OF POLE TO CABLE ATTACHMENT POINT PLUS 22' �-AERIAL SPLICE BRACKET TYPICAL STRAND STORAGE FOR FIBER OPTIC CABLES FO CABLE MESSENGER CABLE AERIAL SPLICE TOP VIEW BRACKET AERIAL SLACK BRACKET DETAIL 5/8' EYE BOLT NOTE: 1. BRACKET RADIUS SHALL BE LARGER THAN CABLE MANUFACTURES MINIMUM BEND RADIUS FOR LONG TERM STORAGE OF LARGEST CABLE DIAMETER. LASHING WIRE 6' MIN. ALUMINUM WRAPPING TAPE (MIN. 4 TURNS REQUIRED AT ALL DEAD ENDS) AND CLAMP IF REDD. LASHING WIRE GROUND CLAMP ALUMINUM WRAPPING TAPE MESSENGER CABLE BONDED AND CLAMP IF REGO. TO POLE GROUND WOOD POLE TYPICAL CABLE CONTINUATION —SAME MESSENGER CABLE 5/8' U-BOLT �6"x 3" STEEL CLAMP STEEL POLE TYPICAL POLE ATTACHMENT FOR STEEL POLE I TOP VIEW ALUMINUM WRAPPING TAPE FO CABLE ALUMINUM WRAPPING TAPE `l\ 'ASIDE VIEW AERIAL SPLICE `AERIAL SPLICE MESSENGER BRACKET ENCLOSURE CABLE AERIAL SPLICE DETAIL NOTE: 1. AERIAL SLACK BRACKETS SHALL BE USED AT ALL AERIAL SPLICE LOCATIONS. 2. ALL CABLES SHALL ENTER SPLICE CLOSURE AT SAME END. EYE TYPE STRANDVISE OR 3 BOLT CABLE CLAMP 6" MIN. MESSENGER CABLE STAINLESS STEEL BRACKET WITH 5/16" SHOULDER EYEBOLT. LOCKWASHER AND HEXNUT. 0 SQUARE CONCRETE POLE TYPICAL POLE ATTACHMENT FOR SQUARE CONCRETE POLE `LOWEST ELECTRICAL LINE OR BOTTOM 42" MIN. OF TRANSFORMER TRAFFIC COMMUNICATIONS 1' MIN. CABLE TELEPHONE OR TELEVISION CABLE MINIMUM CLEARANCE TO TELEPHONE OR TELEVISION CABLE CABLE EXTENSION BRACKET 5/8' EYE BOLT MEDIUM DUTY EYE TYPE STRANDVISE OR 3 BOLT CABLE CLAMP 6" MIN. MESSENGER CABLE WASHER, LOCK WASHER AND DOUBLE NUT LASHING WIRE ALUMINUM WRAPPING TAPE 6" MIN. (MIN. 4 TURNS REQUIRED AT ALL DEAD ENDS) AND CLAMP IF READ. WOOD POLE GROUND CLAM7 MESSENGER CABLE BONDED TO POLE GROUND WASHER, LOCK -WASHER AND DOUBLE NUT TYPICAL POLE ATTACHMENT DETAIL WOOD POLE FOR MESSENGER DEAD END OR TURNS NOTE: DEAD END ATTACHMENTS TO BE UTILIZED ON ALL TRANSFERS FROM UTILITY POLES TO SIGNAL POLES. ALTERNATE CABLE CONTINUATION —SEPARATE MESSENGER CABLE STAINLESS STEEL CLAMP LASHING WIRE WITH ONE 360' SPIRAL PER FOOT CLOCKWISE AND ONE 360' SPIRAL PER FOOT COUNTER -CLOCKWISE. COMMUNICATIONS CABLE LASH ALL CABLES TOGETHER WITH - ALUMINUM WRAPPING TAPE THROUGH RADIUS IF MORE THAN ONE CABLE. OVERHEAD GUY, SPAN WIRE OR MESSENGER "R MIN. ALUMINUM WRAPPING TAPE CABLE LASHED TO OVERHEAD MESSENGER CABLE LASHING WIRE WITH ONE 360' SPIRAL PER FOOT CLOCKWISE AND ONE 360° SPIRAL PER FOOT COUNTERCLOCKWISE. NOTE: ALL FIBER TRUNK CABLE SHALL BE DOUBLE LASHED. DROP CABLE FIBER OPTIC CABLES WITH OR MAY BE SINGLE LASHED WITHOUT OTHER CABLES TYPICAL CABLE LASHING DETAIL DOUBLE LASHING RECEIVE SEP 02 2021 : CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMEN THE ACT UAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: JAMES JEFFERSON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, • RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWNINTHESE ORIGINAL SDK BAF 08/23/21 `?i PROJECT NUMBER: JB0000734777 MONROE, WA 98272 • PRINTS. PERSONS WORKING IN THE AREA COVERED ---- Q"' _ 0 BV THIS DRAWING MUST CONTACT THE STATEWIDE 1 360.722.2852 NORTH CALL-BEFORE-OFU-DIG SYSTEM TO CONFIRM THE C O M C A S T LOCATION OF UNDERGROUND FACILITIES. 2 CableGom PERMIT NUMBER: ---- o x ____ ____ ____ � Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY ---- ___- ---- PROJECT LOCATION: 8012 240TH ST SW, EDMONDS, WA 98026 Call before you dig. 6 OF 9 AS BUILT SCALE: NTS TYPICALS Oldcastle Enclosure Solutions OLDCASTLE POLYMER 1730 ...... ....... ..... ........ ......... .............................. ..................................... (formerly H-Series' ) COVER Style: Material: Model: Weight: Std. Fasteners: Bolt Down Detail T 2, 7 �/16' A MIN WALL THICKNESS 11/4" FOOTING A B C D E 1730-12 12 17-1/4 30-1/4 28-3/16 15-3/16 1730-18 18 17-1/8 30-1/8 28 15 1730-24 24 17 30 27-3/4 14-3/4 Based upon lid and body combination, this unit can be Tier 15 or Tier 22. * T22 rating when paired with T22 polymer concrete lid. Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location. Revision 2/2018 Options: Surface: Performance: BODY Material: Model: Weight: Wall Type: Performance: Flush Solid Polymer Concrete 17" x 30" Tier 15: 62 lbs. Tier 22: 85 lbs. 1/2-13 Stainless Steel Hex Head Bolt, Washer and Floating Nut Logos and Special Markings Slip Resistant ANSI/SCTE-77, Tier 15 or Tier 22* Polymer Concrete 17" x 30" 12" Depth: 65 lbs. 18" Depth: 88 lbs. 24' Depth: 114 lbs. Straight ANSI/SCTE-77 Tier 22 M. Medium Duty: Incidental, Non -deliberate Traffic ®Heavy Duty: Incidental, Non -deliberate Traffic For use in non -vehicular traffic situations only. Actual load rating is determined by the box and cover combination. Weights and dimensions may vary slightly. 02018 Oldcastle, Inc. `I) Oldcastle Enclosure Solutions OPTIONS PRODUCT LOAD RATING NOTES AVAILABLE POLYMER COVER: Flush Solid Flush 2-Piece (Uni-Half) Flush Pedestal Provision AVAILABLE STEEL COVER: One Piece FASTENER OPTIONS FOR COVERS: Penta Head Bolt Oldcastle Enclosures Vandal Resistant Bolt Penta Coil Thread Boll: Captive Bolt Retainer ADD ON OPTIONS: EMS Marker (E) Mouseholes/Knockout:s Rack Mount (A) Cable Racks/Cable Arms (B) Unistrut (C) Pulling Eye - 1,000 to and 3,000 Ib (D) Ground Buss (F ) Dividers Racking Provision Lid Gaskets* Solid Bottom Custom Marking Plate (Polymer) *Lid Gaskets inhibit water flow into the box, they do not make enclosure fully waterproof. OLDCASTLE POLYMER 1730 ......... .......... (formerly H-Series' ) ® Hex Head Penta Head Vandal Resistant A B C D E F Medium Duty: Incidental, Non -deliberate traffic For use in non -vehicular traffic situations only. Actual load rating is determined by the box and cover combination. Heavy Duty: Incidental, Non -deliberate traffic For use in non -vehicular traffic situations only. Actual load rating is determined by the box and cover combination. Actual load rating is determined by the box and cover combination. Weights and dimensions mail vary slightly ..................................................................................................................................................................................... All information contained on this sheet is current at the time of publication. Oldcastle reserves the right to discontinue or update product information without notice. 02018 Old —tie, Inc. RECEIVE SEP 02 20211 CITY OF EDMONDS DEVELOPMENT RVICES DEPARTMEN THEACTUAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: JAMES JEFFERSON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK BAF 08/23/21 C3PROJECT NUMBER: JB0000734777 MONROE, WA 98272 lu. PRINTS. PERSONS WORKING IN THE AREA COVERED E N O R T H By THIS DRAWING MUST CONTACT THE STATEWIDE 360.722.2852 CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE 1 ---- ---- ---- LOCATIONOFUNDERGROUNDFACILITIES. 2 ---- C O M C A S T Cable _nm PERMIT NUMBER: ---- 0 x Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY PROJECT LOCATION: 8012 240TH ST SW, EDMONDS, WA 98026 Call before you dig. 7 OF 9 AS -BUILT --- - SCALE: NTS SITE PHOTOGRAPHS PHOTO #1: FACING (S) ON THE (N) SIDE OF 240TH ST SW NEAR 23926 80TH WAY W PHOTO #3: FACING (S) ON THE (N) SIDE OF 240TH ST SW NEAR 23927 80TH PL W PHOTO #2: FACING (S) ON THE (N) SIDE OF 240TH ST SW NEAR 23927 80TH PL W PHOTO #4: FACING (SW) ON THE (N) SIDE OF 240TH ST SW NEAR 7901 240TH ST SW /°► (102') _ am kL CONSTRUCTION NOTES O EXISTING UTILITY POLE UP-01 O FROM UP-01 OVERLASH NEW CATV CABLE 141' (E) TO UP-02 O3 EXISTING UTILITY POLE UP-02 4O FROM UP-02 OVERLASH NEW CATV CABLE 102' (E) TO UP-03 O EXISTING UTILITY POLE UP-03 O FROM UP-03 OVERLASH NEW CATV CABLE 130' (E) TO UP-04 O7 EXISTING UTILITY POLE UP-04 O8 PLACE NEW (1)4' RISER 25' DOWN UP-04 RECEIVE9 SEP 02 20211 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMEN THE ACT UAL LOCATION OF EXISTING CONDUIT AND REVISIONS CABLECOM ENGINEER: JAMES JEFFERSON BOOKER ENGINEERING LLC CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWNINTHESE ORIGINAL SDK BAF 08/23/21 `?i �� PROJECT NUMBER: JB0000734777 MONROE, WA 98272 PRINTS. PERSONS WORKING IN THE AREA COVERED Q"' BY THIS DRAWING MUST CONTACT THE STATEWIDE ____ ____ ____ 360.722.2852 NORTH CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE C O M C A S T LOCATION OF UNDERGROUND FACILITIES. 2 CableC0111 PERMIT NUMBER: ---- o x ____ ____ ____ Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY ---- ____ ____ PROJECT LOCATION: 8012 240TH ST SW, EDMONDS, WA 98026 Call before you dig. 8 OF 9 AS BUILT SCALE: NTS PHOTO #5: FACING (S) ON THE (S) SIDE OF 240TH ST SE NEAR 7910 240TH ST SW SITE PHOTOGRAPHS PHOTO #6: FACING (S) ON THE (N) SIDE OF 240TH ST SE NEAR 7915 240TH ST SW Y4 L,LLH mii-i" BORE PIT 1 iY r, 'e(32') CONSTRUCTION NOTES O PLACE NEW (1)4' RISER 25' DOWN UP-04 O FROM UP-04 BORE 32' (N) TO VT-01 PLACING NEW (1)4- CONDUIT AND CATV CABLE O3 PLACE NEW 1730 VAULT VT-01 AT PROPOSED LOCATION RESTORATION NOTES AO RESTORE SOFT SURFACE TO PRIOR CONDITION RECEIVE9 SEP 02 20211 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMEN THEAC CABLES ALLOCAYTION OF EXISTING FROMTHELOCATION CONDUIT AND REVISIONS CABLECOM ENGINEER: JAMES JEFFERSON BOOKER ENGINEERING LLC MAYBOOKER ENGINEERING DISCLAIMS ANY NO. ENGINEER DRAFTER DATE 1129 W MAPLE ST #150, • RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE ORIGINAL SDK BAF 08/23/21 *4 ?i �� PROJECT NUMBER: JB0000734777 MONROE, WA 98272 • PRINTS. PERSONS WORKING IN THE AREA COVERED Q"' o BY THIS DRAWING MUST CONTACT THE STATEWIDE ____ ____ ____ 360.722.2852 NORTH CALL -BEFORE -YOU -DIG SYSTEM TO CONFIRM THE C O M C A S T LOCATION OF UNDERGROUND FACILITIES. 2 CableC0111 PERMIT NUMBER: ---- o x ____ ____ ____ Know what's below. SHEET NUMBER CONFIDENTIAL/ PROPRIETARY ---- ____ ____ PROJECT LOCATION: 8012 240TH ST SW, EDMONDS, WA 98026 Call before you dig. 9 OF 9 AS BUILT SCALE: NTS TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: ARRINGTON MALUFAU CABLECOM ARRINGTON.MALUFAU@CABLECOMLLC.NET JOB NUMBER: JB0000734777 JOB ADDRESS: 8012 240TH ST SW, EDMONDS DESCRIPTION: POTHOLE AT UTILITY CROSSINGS LEGEND TRAFFIC CONES b ® TEMP SIGN LOCATION WORK VEHICLE WORK AREA FLAGGING STATION ROAD W20-1 WORK AHEAD 23918 BE W34 PREPARED a TO STOP -JJLV X a W20-7 O OD 23917 23927 A 10, 10' 9AnTW QT Q\A/ 23927 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 1 125 180 245 320 540 600 TYPE OF TCP: WORK HOURS PHASE OF WORK: POTHOLE CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (M (MPH) 120 125 130 135 140 145 150 155 160 165 LENGTH (FEET) 1115 1155 12001250130513601425149515701645 7915 1' ♦ 4'. _ : 4' 4'— 5, 7910 4- 4' 7910 SPOTTER TO ASSIST VEHICLES LEAVING 7910 DRIVEWAYS a W20-7 � X BE PREPARED W3-4 TO STOP ROAD WORK W20-1 AHEAD NOTES: 1. ALL SIGNS ARE 36"48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB 7904 SIGN SPACING = X RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'± RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS 7825 7824 W20-7 W20-4 W20-1 ell ONE LANE ROAD ROAD WORK To AHEAD AHEAD 6ZOZ/LZ/60 G3UON S`d GDAMiddV NOISVV4 JNND3 INIJN3 BOOKER SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR — E N 131 N E E R I N G 360-722-2852 7818 RECEIVE9 SEP 02 20211 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMEN SHEET NUMBER 1 OF 4 TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: ARRINGTON MALUFAU CABLECOM ARRINGTON.MALUFAU@CABLECOMLLC.NET JOB NUMBER: JB0000734777 JOB ADDRESS: 8012 240TH ST SW, EDMONDS DESCRIPTION: POTHOLE AT UTILITY CROSSINGS LEGEND TRAFFIC CONES b ® TEMP SIGN LOCATION WORK VEHICLE WORK AREA FLAGGING STATION ROAD W20-1 WORK AHEAD 23918 W3-4<@> 23928 X a W20-7 O OD 23917 23927 A 10, 10' 9AnTW QT Q\A/ 23927 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 1 125 180 245 320 540 600 TYPE OF TCP: WORK HOURS PHASE OF WORK: POTHOLE CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (M (MPH) 120 125 130 135 140 145 150 155 160 165 LENGTH (FEET) 1115 1155 12001250130513601425149515701645 7915 1 4' 17910 7910 SPOTTER TO ASSIST VEHICLES LEAVING 7910 DRIVEWAYS a W20-7 � X BE PREPARED W3-4 TO STOP ROAD WORK W20-1 AHEAD 1 • • 7904 SIGN SPACING = X RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'± RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS W20-7 W20-4 W20-1 < > <2> ROADWORK AHEAD X' _X. 725 I i 78 7824 7818 RECEIVE9 SEP 02 20211 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMEN NOTES: 1. ALL SIGNS ARE 36"48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED B=BOOKER SPENCER KARINIEMI 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, TRAFFIC CONTROL SUPERVISOR 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB IIIIIIIIIIIIIIIIIIIIIIIIiEN 131 N E E R IN 13 360-722-2852 SHEET NUMBER 2 OF 4 TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: ARRINGTON MALUFAU CABLECOM ARRINGTON.MALUFAU@CABLECOMLLC.NET JOB NUMBER: JB0000734777 JOB ADDRESS: 8012 240TH ST SW, EDMONDS DESCRIPTION: OVERLASH BETWEEN POLES LEGEND TRAFFIC CONES b ® TEMP SIGN LOCATION WORK VEHICLE • UTILITY POLE FLAGGING STATION NORTH ' LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 1 125 180 245 320 540 600 TYPE OF TCP: WORK HOURS PHASE OF WORK: OVERLASH SPOTTER TO ASSIST VEHICLES LEAVING DRIVEWAYS CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (MPH) 120 125 130 135 140 145 150 155 60 65 LENGTH (FEET) 115 155 200 250 305 360 425 495 570 645 SIGN SPACING = X RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'± RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS 7915 7910 .: 8, 7904 • 7910 _ 6' 7910 W20-7 X ONE LANE ROAD W20-4 AHEAD <9> W20-1 NOTES: 1. ALL SIGNS ARE 36"48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB PEDESTRIAN ESCORT: STOP WORK, SECURE PASSABLE ADA COMPLIANT PEDESTRIAN ACCESS ON EXISTING SIDEWALK (4' MIN.). CLEAR ZONE MUST BE FREE OF OVERHEAD HAZARDS WHEN PEDESTRIANS ARE MOVING THROUGH THE WORK ZONE. 7825 7824 BOOKER SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR - E N G I N E E R I N G 360-722-2852 W 20-4 W20_7 ONE LANE �/20_1 ROAD AHEAD ROAD WORK AHEAD 18 RECEIVE SEP 02 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMEN SHEET NUMBER 3 OF 4 TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: ARRINGTON MALUFAU CABLECOM ARRINGTON.MALUFAU@CABLECOMLLC.NET JOB NUMBER: JB0000734777 JOB ADDRESS: 8012 240TH ST SW, EDMONDS DESCRIPTION: BORE FROM POLE TO VAULT ROAD W20-1< > WORK AHEAD BE W3-4 PREPARED TO STOP W20-7 Ito] LEGEND TRAFFIC CONES b ® TEMP SIGN LOCATION WORK VEHICLE WORK AREA FLAGGING STATION 23917 23927 A 23927 LANE MINIMUM TAPER LENGTH = L (FEET) WIDTH POSTED SPEED (MPH) (FEET) 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 1 125 180 245 320 540 600 TYPE OF TCP: WORK HOURS PHASE OF WORK: BORE CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 BUFFER DATA LONGITUDINAL BUFFER SPACE = B SPEED (M (MPH) 120 125 130 135 140 145 150 155 160 165 LENGTH (FEET) 1115 1155 12001250130513601425149515701645 6, 7915 LJ8' 17910 7910 SPOTTER TO ASSIST VEHICLES LEAVING 7910 DRIVEWAYS a W20-7 � X ONE LANE ROAD W20-4 AHEAD ROAD WORK W20-1 AHEAD SIGN SPACING = X RURAL ROADS 45/55 MPH 500'± RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350'± RURAL ROADS & URBAN ARTERIALS 25/30 MPH 200'± RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100'± (1) ALL SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT -GRADE INTERSECTIONS AND DRIVEWAYS (2) THIS SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS W20-7 W20-4 . ONE LANE 1n, ROAD AHEAD X � 782E N N 7904 1 1 7824 W20-1 ROAD WORK AHEAD X�� I � 7818 RECEIVE9 SEP 02 20211 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMEN NOTES: 1. ALL SIGNS ARE 36"48" ACROSS 2. ASTERISK DENOTES X, L, OR B DISTANCES ARE NOT TO SCALE 3. CONTRACTOR SHALL ALWAYS PROVIDE ACCESS TO DRIVEWAYS 4. STANDARD ADVANCE WARNING SIGNS SHALL BE USED FOR PLATES OR ROUGH ROAD DURING AFTER-HOURS, INCLUDING "MOTORCYCLIST" SIGN 5. FLAGGERS SHALL BE USED IN ACCORDANCE WITH WAC 468-95-302. UPO WILL BE REQUIRED IF A TRAFFIC SIGNAL COULD BE COUNTERMANDED B=BOOKER SPENCER KARINIEMI 6. IF ONLY ONE LANE IS OPEN IN A DIRECTION, THAT LANE SHALL BE A MINIMUM OF 11' WIDE, UNLESS SPOTTER/FLAGGERS ARE USED, IN WHICH CASE THE LANE CAN BE A MINIMUM OF 10, TRAFFIC CONTROL SUPERVISOR 7. SIDEWALKS ARE EITHER OPEN OR NOT OPEN. A SIDEWALK IS CLOSED IF A MINIMUM 4' PATH CANNOT BE MAINTAINED MEASURED FROM PROPERTY LINE, OR 5.5' IF CREATED FROM FACE OF CURB IIIIIIIIIIIIIIIIIIIIIIIIiENSINEERING 360-722-2852 SHEET NUMBER 4 OF 4