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ENG2021-0003 ROW PERMITRIGHT OF WAY EUC PERMIT PERMITNUMBER, City of Edmonds • ••� 1 11111 www.cityofedmonds.gov Description: COMCAST-PLACE NEW RISER AND PULL NEW CATV CABLE, NEW VAULT ISSUED: 03/01/2021 Address: 620 EDMONDS WAY EDMONDS WA 98020-4673 EXPIRES: 09/01/2021 Permit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 27032500307300 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 1ST SECURITY BANK 6920 220TH ST SW STE 208, MOUNTLAKE TERRACE WA 98043 FEE INFORMATION DESCRIPTION AMOUNT PAID CITY TECHNOLOGY FEE CHARGED PER PERMIT $40.00 $0.00 ENGINEERING INSPECTION FEE $110.00 $0.00 RIGHT OF WAY MINOR - EUC PERMIT FEE $110.00 $0.00 • REQUIREMENT TYPE NOTES TRAFFIC CONTROL Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by WAC 296-155-305 and must have certification verifying completion of the required training in their posession. RESTORATION Restoration is to be in accordance with City codes. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday - No Exceptions WARRANTY The contractor is responsible for workmanship and materials for a period of one year following the final inspection and acceptance of the work. 77 INSPECTION SCHEDULING: WWW.MYBUILDING PERMIT.COM 24 HR NOTICE REQUIRED INDEMNITY The Applicant has signed an application which states he/she holds the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including but not limited to the defense of any legal proceedings including defense costs and attorney fees by reason of granting this permit. THIS DOCUMENT IS NOT VALID UNTIL FEES ARE PAID AND THE CITY ENGINEER OR HIS/HER DEPUTY HAS SIGNED BELOW 03/01 /2021 RELEASED BY DATE Printed: Monday, March 01, 2021 12:45:06 PM 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. 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. 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. 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. INSPECTION TYPE DATE RESULT NOTES COMPLETE A-1 JOB START X-2 ENGINEERING FINAL" E-7 RESTOR LIMITS Printed: Monday, March 01, 2021 12:45:06 PM 2 of 2 of E L)'tly 4/6 RECEIVED jNC. 1890 JAN 06 2021 ROW PERMIT NO.: ENG 2021-0003 CITY OF EDMONDS DEVELOPMENT ISSUE] DATE: 3/1 /21 SERVICES DEPARTMENT RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: CONTRACTOR: COMCAST - CABLE COM Mailing Address: COMCAST-1525 75TH ST SW EVERETT, WA 98203 CABLE COM 20021 120TH AVE NE BOTHELL. WA 98001 State License #: CABLEL*971DP City Business License #: NR - 021818 CONTACT: COMCAST- JOURDEN LAWRENCE CABLE COM - SUNSHINE CRABBS Phone #: JOURDEN LAWRENCE - 425.921.8201 SUNSHINE CRABBS - 360.312.3259 Fax #: Email #: COMCAST -JOURDEN_LAWRENCE@COMCAST.COM CABLE COM-SNOHOMISH.PERMITTING@CABLECOMLLC.NET Liability Insurance Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 620 EDMONDS WAY ROW WORK ASSOCIATED WITH THE FOLLOWING TYPE OF PROJECT: ❑ Commercial ❑ Subdivision ❑ City Project ❑ Traffic Control (Only) ❑ Multi -Family ❑ Single Family Sf EUC (PUD, VERIZON, PSE, COMCAST, OVWSD): Is this permit part of a blanket permit? ANY ASSOCIATED PERMITS? ❑ Other ❑ Yes ❑ No BLD# ENG# DESCRIPTION OF PROPOSED WORK (Be Specific) : TIE IN NEAR EXISTING UTILITY POLE UP-01. PLACE NEW 4" RISER AND PULL NEW CATV CABLE 25' DOWN RISER. BORE 44' (SW) TO NEW VAULT LOCATION PLACING NEW (2)-2" CONDUIT AND CATV CABLE. OVERSET EXISTING CONDUIT WITH NEW 1730 VAULT VT-01. PROOF AND PULL CABLE INTO VT-01. ALL RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS. JB0000515341 WAS STREET OVERLAYED WITHIN THE LAST FIVE (5) YEARS? YES ❑ NO ❑ Year: PAVEMENT CUT: ❑ Yes 0 No If yes, indicate size of cut: x CONCRETE CUT: ❑ Yes 0 No If yes, indicate size of cut: x RIGHT-OF-WAY CLOSURE AREA TOTAL DURATION (NUMBER OF MONTHS) Sidewalk 48 Hrs + LF X LF SF Alley 72 Hrs + LF X LF SF Parking 72 Hrs + LF X LF SF APPLICANT TO READ AND SIGN *Traffic control and public safety shall be in accordance with City regulations as required by the City Engineer. Every flagger must be trained as required by (WAC) 296-155-305 and must have certification verifying completion of the required training in their possession. *Restoration is to be in accordance with City codes and Standards. All street -cut trench work shall be patched with asphalt or City approved material prior to the end of the workday — NO EXCEPTIONS. Indemnity: The Applicant has signed an application which states he/she hold the City of Edmonds harmless from injuries, damages or claims of any kind or description whatsoever, foreseen or unforeseen, that may be made against the City of Edmonds or any of its departments or employees, including defense costs and attorney fees by reason of granting this permit. I have read the above statements and understand the permit requirements and acknowledge that I must follow all requirements in order for the permit to be valid. SIGNATURE DATE 1 /4/2021 Contractor or Agent NO WORK SHALL BEGIN PRIOR TO PERMIT ISSUANCE 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. 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. CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L FEET POSTED SPEED MPH 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B TYPE OF TCP: WORK HOURS SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 PHASE OF WORK: BORE, POTHOLE LENGTH (FEET) 115512001250 1305 1360142514951570 16451 730 ROA W20-1 < WORK AH W20 4 ONE LANE ROAD AHEAD W3-4 W20-7<i� LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE ❑ WORK AREA FLAGGING STATION RESTORATION LIMITS TO BE DETERMINED BY CITY INSPECTOR. SCHEDULE INSPECTION AFTER BORING IS COMPLETE. 1.'3IN ROAD WORK AHEAD W20-1 NOTES: 557 X* 556 W20-4 PARADISE LN 560 X* X. �j W20-7 W3-4 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES 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 •4, • • 8': o 0 5 50, 05' ENGINEERING DIVISION APPROVED AS NOTED 02/24/2021 5. FLAGGERS SHALL BE USED IN ACCORDNACE 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 1 V 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 W20-7 620 W3-4 X* TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JOEY TAMBANUA CABLECOM JOEY.TAMBANUA@CABLECOMLLC.NET JOB NUMBER: JB0000515341 JOB ADDRESS: 620 EDMONDS WAY DESCRIPTION: BORE FROM VAULT TO POLE. CONTINUE BORE TO SHEET 2. POTHOLE PER UTILITY LOCATION. W20-4 W20-1 ROAD WORK AHEAD X' RECEIVED JAN 06 2021 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Page 1 of 2 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. CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L FEET POSTED SPEED MPH 25 30 35 40 45 50 10 105 150 205 270 450 500 11 115 165 225 295 495 550 12 125 180 245 320 540 600 BUFFER DATA LONGITUDINAL BUFFER SPACE = B TYPE OF TCP: WORK HOURS SPEED (MPH) 25 30 35 40 45 50 55 60 65 70 PHASE OF WORK: BORE, POTHOLE LENGTH (FEET) 115512001250 1305 1360142514951570 16451 730 W3-4 25SPEED LIMIT 557 PARADISE LN 556 W20-4 W20-7 W3-4 ROA W20-1 < WORK AH W20-4 ONE LANE ROAD AHEAD • W20-7 X* NOTES: 1. ALL SIGNS ARE 36" - 48" ACROSS 2. ASTERIX DENOTATES 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 ACCORDNACE 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 1 V 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 LEGEND TRAFFIC CONES TEMP SIGN LOCATION WORK VEHICLE • UTILITY POLE FLAGGING STATION ❑ WORK AREA TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: JOEY TAMBANUA CABLECOM JOEY.TAMBANUA@CABLECOMLLC.NET JOB NUMBER: JB0000515341 JOB ADDRESS: 620 EDMONDS WAY DESCRIPTION: BORE FROM VAULT TO POLE. POTHOLE PER UTILITY LOCATION. W20-7 W20-4 W20-1 �� ONE LAN\. WORK ROAD AH� AHEAD X. X* X` 619 a RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Page 2 of 2 CONTACTS ADDRESS: 620 EDMONDS WAY, EDMONDS, WA 98020 PROJECT NAME: J B0000515341 SITE LOCATION CHRIS ATKINSON SUPERVISOR CABLECOM CHRIS.ATKINSON@CABLECOMLLC.NET 360.926.3437 SPENCER KARINIEMI PROJECT MANAGER WAECO ENGINEERING SPENCER�WAECOENG.COM 360.722.28 2 SITE INDEX 1 - COVER SHEET/SITE LOCATION 2-LEGEND 3-GENERAL NOTES 4 - DESIGN VIEW 1 5 - TYPICALS 6 - SITE PHOTOGRAPHS SCOPE OF WORK TIE IN NEAR EXISTING UTILITY POLE UP-01. PLACE NEW 4" RISER AND PULL NEW CATV CABLE 25DOWN RISER. BORE 44' SW TO NEW VAULT LOCATION PLACING NEW 2)-2" CONDUIT AND CATV CABLE. OVERSET EXISTING CONDUIT WITH NEW 1730 VAULT VT-01. PROOF AND PULL CABLE INTO VT-01. ALL RESTORATION TO MEET OR EXCEED CITY OF EDMONDS STANDARDS. JAN 06 2021 G S301Aa3S SGNVAd3 301.110 8103 Know what's below. Call before you dig. 2 1 i i I REVISION # 1 1 12/22/20 SDK MKK ORIGINAL It LNU DESIGN DRAFTING COMMENT ��aist C3 G]�(GO CableCOm ENGINEERING CABLECOM SUPERVISOR: CHRIS ATKINSON ENGINEERING FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000515341 LOCATION: 620 EDMONDS WAY, EDMONDS, WA 98020 DRAWING NAME: JB0000515341_Prints.dwg CONFIDENTIAL/PROPRIETARY SHEET: 1 OF 6 LEGEND LINETYPES — — — — — — CONDUIT — EXISTING ® IN: 0 RISER PB PULBOX —PROPOSED #F TAIL: 0 SEQUENTIAL IN TAIL CALLOUT — — CONDUIT — PROPOSED A AERIAL FIBER — EXISTING A AERIAL FIBER — PROPOSED 0 TELEPHONE 0' �� AERIAL STORAGE —EXISTING R/W RIGHT OF WAY #F OUT: 0 SEQUENTIAL TAIL OUT CALLOUT PARCEL BOUNDARY © POWER VAULT O FOC FACE OF CURB c><0 AERIAL STORAGE - PROPOSED EOP EDGE OF PAVEMENT O CATCH BASIN/INLET S/W SIDEWALK UOTILITYILE O 0'NO" POLE ATTACHMENT CALLOUT - EXISTING G GAS OO VAULT/BUILDING STORAGE - EXISTING W WATER XOX FIRE HYDRANT T TELEPHONE E ELECTRICGROUND/BOND0' VAULT/BUILDING STORAGE - PROPOSED POLE NO N A POLE ATTACHMENT CALLOUT - PROPOSED �I UTILITYI 0'-0' SEW SANITARY SEWER (SEW) SD STORM DRAIN X T FENCE STREET LIGHT POLE ANCHOR/DOWN GUY - EXISTING TV CABLE TV GRAVEL STM STEAM S ; TREE OIL OIL POLE ANCHOR/DOWN GUY -PROPOSED U N K UNKNOWN UTILITY W W W W BUSH GRASS F/O FIBER OPTIC W W W W W W W W W TEL TELECOMMUNICATIONS PROPOSED DOWN GUY ON EXISTING ANCHOR HEDGE SYMBOL DESCRIPTION o ASW ASPHALT SIDEWALK FDP TERMINATION - EXISTING o CONCRETE O MISC. UTILITY BIP BLACK IRON PIPE o BSP BLACK STEEL PIPE UTILITY POLE -EXISTING FDP TERMINATION - PROPOSED 0 CSW CONCRETE SIDEWALK LANDSCAPE BLOCK EOP EDGE OF PAVEMENT EOTW EDGE OF TRAVEL WAY POLE -PROPOSED H SPLICE POINT -EXISTING JAN 06 2021 Foc FADE of CURB r r r r HDPE HIGH DENSITY POLYETHYLENE ❑V WATER VAULT -EXISTING r r r r ►� SPLICE POINT - PROPOSED r r r r HH HANDHOLE JB JUNCTION BOX ❑V VAULT - PROPOSED MH MANHOLE UTILITY CONTINUES LN w�do�§ro PHOTO LOCA70NS AND ORIENiAlION. MP MILE POST © PEDESTAL - EXISTING MI18 AS —BUILT 2 1 1 REVISION # Q/S OFFSET 1 12/22/20 SDK MKK ORIGINAL PVC POLY VINYL CHLORIDE © PEDESTAL - PROPOSED n UTILITY ENDS *W�A No. DATE ENG DESIGN DRAFTING COMMENT RGS RIGID GALVANIZED STEEL CONDUIT Know what's C`ibleCom ENGINE IZ3 �/a�CCall before ou di . ROW RIGHT OF WAY IN: O CABLECOM SUPERVISOR: CHRIS ATKINSON PB PULLBOX — EXISTING #F OUT: O SEQUENTIAL CALLOUT ENGINEERING FIRM: WAECO ENGINEERING STA. STATION PROJECT NUMBER: JB0000515341 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 • • Know what's below. Call before you dig. JAN 06 2021 t 1 1 12/22/20 1 SDK I MKK I ORIGINAL —E E E E E E R/W R/W R/W R/W F / PARCEL# 00539100004100 1371 6TH PL S +/ / / / / / / 4111 / 1 2 / n :R/W R/W R/W R/W R/W Ll X X �� X X + 0 PARCEL# 27032500307100 619 PARADISE LN CONSTRUCTION NOTES EXISTING UTILITY POLE UP-01 TIE IN NEAR UP-01 PLACE NEW 4" RISER ON UP-01. PULL NEW CAN CABLE 25' DOWN RISER FROM UP-01, BORE 44' (SE) TO VT-01 PLACING NEW (2)-2" CONDUIT AND CAN CABLE OVERSET EXISTING CONDUIT WITH NEW 1730 VAULT VT-01. PROOF AND PULL CABLE INTO VT-01 POTHOLE UTILITY CROSSINGS PRIOR TO BORE DEEP � � i w INTERCEPT PIT � ° ❑ 1 N W W w w w W W w w W so RESTORATION NOTES SD SD SD SD--SD—SD—SD D SD � 1 � OA RESTORE SOFT SURFACE TO PRIOR CONDITION 1 44'I PARADISE LN _ o G G G G G 3G G G G G 1 � 2 I I wu Q a d d 1.5' 5VA— E4/ E E V/ \�// R/W RW R/Wd__ 3'X DEEP \ \/ �v BORE PIT J/ J J/ W & 4/ 4/ W W774W PARCEL# 27032500307300 620 EDMONDS WAY 4 d 4 Q a a 4 Q Q 3 ° ✓ W W W W R R W R/W R/W W— R/W a 4 W < 1 �nn MAINTAIN 5' HORIZONTAL SEPARATION FROM STORM CATCH BASI N. JAN 06 2021 1 • Know wore you dig. Call before you dig. 0 5' 10' 15' 'ygpL TO PHOTO LOCATIONS AND ORIENTATION. 31Hd3a S3�In�SJ AS —BUILT 2 REVISION 111 1 1 12/22/20 SDK MKK ORIGINAL NO. DATE IENG DESIGN DRAFTING COMMENT om/►ryIg GJ VV��O �j�iJ�i�� CabICCDIN �v ENGINEERING R': CHRIS ATKINS ENGINEERINGWAE NGINEERIG FI ENGINEERING FIRM: WAECO ENGINEERING G PROJECT NUMBER: JB0000515341 LOCATION: 620 EDMONDS WAY, EDMONDS, WA 98020 SCALE: 1"=15' DRAWING NAME: JB0000515341_Prints.dwg 1 CONFIDENTIAL/PROPRIETARY SHEET: 4 OF 6 1730 OLDCASTLE POLYMER (formerly H-Series) COVER Style: Flush Solid Material: Polymer Concrete Model: 17' x 30` Weight: Tier 15: 62 lbs. Tier 22: 85 lbs. Std. Fasteners: 1/2-13 Stainless Steel Hex Head Bolt, Washer and Floating Nut Options: Logos and Special Markings Surface: Slip Resistant Performance: ANSI/SCTE-77, Tier 15 or Tier 22* Cover comes standard with permanent markings for manufacturer, load rating, model size and manufacturing location. BODY Material: Polymer Concrete Model: 17' x 30' Weight: 12' Depth: 65 lbs. 18' Depth: 88 lbs. 24' Depth:114 lbs. Wall Type: Straight Performance: ANSI/SCTE-77 Tier 22 LOAD RATING / NOTES MEDIUM DUTY ANSt/SCTE TIER 15 112 HEAVY DUTY ANSI/SC1E 1IER 22 For use in non -vehicular traffic situations only Weights and dimensions may vary slightly. Actual load rating is determined by the box and cover combination. Rased upon lid and body combinabor, this unu 'A 6 A - MIN WALL THICKNESS �- Bolt Down 1 t/" FOOTING Derail A B C D E 1730.12 12 17-1/4 30-1/4 1 28-3/16 15.3/16 173018 18 17-1/8 30-1/+27/-3/4 28 15 1730-24 24 17 30 14-3/4 TYPICALS 1730 OLDCASTLE POLYMER ;'formerly H-Series) COVER OPTIONS Oldcastle Polymer, Flush Solid Oldcastle Polymer, Flush 2-Piece Oldcastle Polymer, Flush Pedestal Provision Steel, Solid FASTENER OPTIONS Hex Head Bolt (A) Penta Head Bolt (8) Penta Head Coil Thread Bolt (B) Oldcastle Vandal Resistant Bolt (C) Captive Bolt Retainer 41P Polymer Solid 4* Polymer 2-Piece IJ Steel Solid Polymer Pedestal Provision J Standard Thread A B C Coil Thread Bolt Retainer (for standard thread) ADD ON OPTIONS EIv15 Make' Mouseholes/Knockouts I'J J s{ Rack Mount Cable Racks/Cable Arms Unistrut Rack Mount Pulling Eye Pulling Eye - 1,000lb and 3,000 lb Ground Buss Dividers Racking Provision Cable Rack jrr�7- Lid Gaskets* Cable Arm vow Solid Bottom EMS Marker Ground Bus Custom Marking Plate (Polymer) • t in nzske; inhihq water flour into the box, they do not make endoswe fully waterpmoi © WARNING: Cancer- www P65Wairungs.ca.gov —ta-d c n this st-,=..-• is ar thn - ,- of nu-hra!i�r JAN 06 2021 15 Know what's below. Call before you dig. 1N3Wd0'1zIAzIG SGNOW43 =10 A-LIO (> FACING SOUTHWEST FROM THE SOUTHWEST SIDE OF PARADISE LN SITE PHOTOGRAPHS �vrt imu IVVRIf Lm3i rRVM lnr- MIUULL ur rNRMUIJL LIV JAN 06 2021 CONSTRUCTION NOTES 0 EXISTING UTILITY POLE UP-01 O TIE IN NEAR UP-01 O PLACE NEW 4° RISER ON UP-01. PULL NEW CAN CABLE 25' DOWN RISER O FROM UP-01, BORE 44' (SE) TO VT-01 PLACING NEW (2)-2" CONDUIT AND CAN CABLE O OVERSET EXISTING CONDUIT WITH NEW 1730 VAULT VT-01. PROOF AND PULL CABLE INTO VT-01 RESTORATION NOTES Oq RESTORE SOFT SURFACE TO PRIOR CONDITION 15 Know what's below. Call before you dig. 1N3Wlbb'd34 S3OInb3S SONOW43 d0 AiI0 From: Lawrence, Jourden <Jourden—Lawrence@comcast.com> Sent: Friday, February 12, 2021 3:38 PM To: Edmonds Engineering Permits; DG-CCI-Snohomish Permitting Subject: RE: Comcast ROW Permit App ENG2021-0003 - 620 Edmonds Way Categories: Green category Hi There — I apologize for the delayed response on this. We have confirmed this should not be an issue. Please let me know if you have any other questions. Thanks, COMCAST Jourden Lawrence I Permit Coordinator E 1525 75t" St. SW Suite#200 Everett, WA 98203 9 Office: 425-921-8201 Cell:425-967-1158 -'n Jourden IawrenceC)comcast.com From: Edmonds Engineering Permits<EngineeringPermits@edmondswa.gov> Sent: Tuesday, January 19, 2021 10:28 AM To: Lawrence, Jourden <Jourden Lawrence@comcast.com>; DG-CCI-Snohomish Permitting <Snohomish.oermitting@cablecomIIc.net> Subject: [EXTERNAL] Comcast ROW Permit App ENG2021-0003 - 620 Edmonds Way Hi Jourden, I just wanted to reach out to you real quick on this application. Ziply has confirmed that they have an existing conduit in the vicinity of your proposed boring, so I wanted to give you a heads up in case this affects how Comcast will do the boring. I have not seen actual locates for Ziply's underground conduit, but their plans indicate that it is not a straight shot across Paradise Lane from the pole (see below). If this does not affect Comcast's proposed boring route, please let me know and I can proceed with issuing the permit. If Comcast needs to revise plans, please let me know and resubmit accordingly. Thanks! Natalie �o TO P6 9'�y� P8 XISTING LDG �\ 50 22 RE RED JUMPER \ PIGTAIL 1000FT 4 XD,1-2+ kXX H5014,167-168 )RE RED JUMPER IL` r HLLKWAXX 457802 XD,1-2+ AXX H5014,167-168 c9 / fER RED JUMPER XD,1-2+ 96Q, _KWAXX H5014,167+ LKWAXX FC1031,385 City of Edmonds, Engineering Division Permitting EngineeringPermits@edmondswa.gov Natalie Griggs, Engineering Technician (425) 771-0220 ext. 1353 UV 4 P M HLLKWAX) %10 0 2 E 100 /, AE 100 AE 00 24 CITY HALL IS CURRENTLY CLOSED TO GENERAL PUBLIC ACCESS. APPOINTMENTS MAY BE CONSIDERED FOR SPECIAL CIRCUMSTANCES. Development services will continue to be provided by email or the web and by phone. Please visit www.edmondswa.gov for up-to-date information on City services. ?ORT 014,160- 0 11.20M FDT AER HLLKWAX; XD,10-12 /534 RBN CHLLK XD,7: nVIMI