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ENG2020-0350OF WAY EUC PERMIT PERMIT NUMBER City of Edmonds AveRIGHT 9801 1 1 1 www.cityofedmonds.gov Description: COMCAST-TIE IN, RISER DOWN, AND BEGIN BORE ISSUED: 12/02/2020 Address: 10200 EDMONDS WAY EDMONDS WA 98020 EXPIRES: 06/02/2021 rmit Type: RIGHT OF WAY EUC Permit Subtype: MINOR Parcel Number: 00610700202002 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 SB INVESTMENTS TWO LLC 1621 NW 185TH, SHORELINE WA 98177 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. 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 12/02/2020 VAIlAF9:1H ]1 DATE Printed: Wednesday, December 02, 2020 8:54:35 AM 1 of 2 -KRWOF WAY EUC PERMIT City of Edmonds 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. Contractor/Owner shall be responsible for repair/replacement of all damage to utilities and/or DAMAGE TO FRONTAGE frontage improvements in city right of way per city standards that is caused by or occurs during the IMPROVEMENTS permitted 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 & sediment control per city standards. 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 HOLD HARMLESS any and all claims for damages of whatever nature, arising directly or indirectly from the issuance of 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 to 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. UTILITY LOCATES Call for locates of underground utilities prior to any excavation. INSPECTIONS INSPECTION TYPE DATE RESULT COMPLETE X-2 ENGINEERING FINAL** E-7 TRAFFIC CTRL Printed: Wednesday, December 02, 2020 8:54:35 AM 2 of 2 0 \:L L?,11(7. "VC. 1 S`� J RECEIVED 9/14/20 ROW PERMIT NO.: ENG2020-0350 ISSUE DATE: 12/2/20 RIGHT-OF-WAY CONSTRUCTION PERMIT APPLICATION PROJECT NAME: Pagliacci Pizza 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 - 360.312.32559 Fax #: Email #• COMCAST -JOURDEN_LAWRENCE@COMCAST.COM CABLE COM - SNOHOMISH.PERM ITTING@CABLECOMLLC. NET Liability Insurance Bonded ADDRESS OR INTERSECTION OF CONSTRUCTION: 10200 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) : STARTING AT POLE LOCATED NEAR 10200 EDMONDS WAY, TIE IN AND RISER DOWN AND BEGIN BORE APPROX. SAND CONTINUE WORK IN PRIVATE PROPERTY. JB0000430635 WAS STREET OVERLAYED WITHIN THE LAST FIVE 5 YEARS? YES ❑ NO ❑ Year: PAVEMENT CUT: ❑ Yes ❑ No If yes, indicate size of cut: x CONCRETE CUT: ❑ Yes ❑ 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 Contractor or Agent DATE 9/11/2020 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. 11' CHANNELIZATION DEVICE SPACING (FEET) MPH TAPER TANGENT 50 40 80 35/45 30 60 25/30 20 40 LANE WIDTH (FEET)]a253O MINIMUM TAPER LENGTH = L FEET POSTED SPEED MPH 35 40 45 50 10 50 205 270 450 500 11 65 225 295 495 550 12 80 245 320 540 600 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: TIE IN LENGTH (FEET) 115512001250 1305 1360142514951570 16451 730 WORK HOURS MONDAY-FRIDAY 9 AM TO 3PM 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. 11' X XX.L 225' CLOSED ROAD RIE I WORK CLOSED AHEAD AHEAD W20-1 W20-5R W4-2R LIGHTED ARROW BOARD REQUIRED 750 LEGEND TRAFFIC CONES TEMP SIGN LOCATION 1111710111117111 WORK VEHICLE • UTILITY POLE ARROWBOARD OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE —1 761 �7� 761 H 771 �— EDMONDS WAY • 750 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 TRAFFIC CONTROL PLAN HOURS OF TCP: 8AM-5PM 24 HR CONTACT: CHRIS OLSEN CABLECOM 360-739-8520 CHRIS.OLSEN@CABLECOMLLC.NET JOB NUMBER: JB0000430635 JOB NAME:PAGLIACCI PIZZA-10200 EDMONDS WAY JOB ADDRESS: 10200 EDMONDS WAY DESCRIPTION: TIE IN AT UTILITY POLE, CONTINUE WORK ON PRIVATE PROPERTY. ENGINEERING DIVISION APPROVED AS NOTED �.�P 12/01 /2020 Page 1 of 1 RECEIVED 11/3/20 CONTACTS ADDRESS: 10200 EDMONDS WAY, EDMONDS, WA 98020 PROJECT NAME: JB0000430635 PAGLIACCI PIZZA SITE LOCATION Ism Know what's below. Call before you dig. CHRIS OLSEN SUPERVISOR CABLECOM CHRIS.OLSEN@CABLECOM.NET 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 AT SPLICE CASE NEAR UTILITY POLE NEAR 10200 EDMONDS WAY. BORE 1)-2" CONDUIT 4' AND CONTINUE WORK IN PRIVATE PROPERTY 2 REVISION # 1 1 10/21/20 SDK ZCS ORIGINAL vO. I DATE JENG DESIGNI DRAFTING I COMMENT Comcast C3 7�CG0 CabieCom ENGINEERING CABLECOM SUPERVISOR: CHRIS OLSEN ENGINEERING FIRM: WAECO ENIGINEERING PROJECT NUMBER: JB0000430635 LOCATION: 10200 EDMONDS WAY, EDMONDS, WA 98020 SHEET: 1 OF 5 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 01 �� AERIAL STORAGE —EXISTING R /W RIGHT OF WAY #F OUT: 0 SEQUENTIAL TAIL OUT CALLOUT PARCEL BOUNDARY © POWER VAULT 0 FOC FACE OF CURB c><0 AERIAL STORAGE - PROPOSED EOP EDGE OF PAVEMENT O CATCH BASIN/INLET LE S/W SIDEWALK UOTILITYIO Em POLE ATTACHMENT CALLOUT - EXISTING G GAS OO' VAULT/BUILDING STORAGE - EXISTING W WATER XOX FIRE HYDRANT T TELEPHONE E ELECTRIC / O VAULT/BUILDING STORAGE - PROPOSED POLE NO N A POLE ATTACHMENT CALLOUT - PROPOSED �I GROUND BOND UTILITYI -0111 SEW SANITARY SEWER (SEW) SD STORM DRAIN X Y FENCE STREET LIGHT � POLE ANCHOR/DOWN GUY -EXISTING TV CABLE TV GRAVEL STM STEAM S ; TREE OIL OIL POLE ANCHOR/DOWN GUY -PROPOSED UNK UNKNOWN UTILITY BUSH "" "" GRASS F/0 FIBER OPTIC W W W W W PROPOSED DOWN GUY ON EXISTING ANCHOR W W W W W TEL TELECOMMUNICATIONS HEDGE SYMBOL DESCRIPTION o ASW ASPHALT SIDEWALK FDP TERMINATION - EXISTING o CONCRETE OU MISC. UTILITY a 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 FOC FACE OF CURB r r r r HDPE HIGH DENSITY POLYETHYLENE ❑V WATER VAULT -EXISTING r r r r ►� SPLICE POINT - PROPOSED HIT HANDHOLE JB JUNCTION BOX ❑V VAULT - PROPOSED MH MANHOLE UTILITY CONTINUES / SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. MP MILE POST © PEDESTAL - EXISTING 3 AS —BUD. 2 REVISION G/S OFFSET 1 10/21/20 SDK ZCS ORIGINAI UTILITY ENDS NO. DATE JENG DESIGNI DRAFTING I COMMEN PVC POLY VINYL CHLORIDE © PEDESTAL - PROPOSED �,�] Know what's eyou g. , comcast C3 � Zo-/ ( RGS RIGID GALVANIZED STEEL CONDUIT Call before you dig. C2bICCDIN ENGI� ROW RIGHT OF WAY PB PULLBOX - EXISTING #F IN: 0 SEQUENTIAL CALLOUT CABLECOM SUPERVISOR: CHRIS OLSEN OUT: 0 ENGINEERING FIRM: WAECO ENIGINEERING STA. STATION PROJECT NUMBER: JB0000430635 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. DETAIL VIEW 1 EXISTING UTILITY POLE DMONDS r/iRULLff UUO I U / UUZUZUUZ 10200 EDMONDS WAY F CONSTRUCTION NOTES TIE—IN TO EXISTING SPLICE CASE NEAR UP-01 EXISTING UTILITY POLE UP-01 PLACE STAND OFF AND NEW (1)-2" RISER ON UP-01 AND RISER DOWN BORE 4' SOUTHWEST TO PRIVATE PROPERTY PLACING NEW (1)-2" CONDUIT AND CAN CABLE RESTORATION NOTES RESTORE SOFT SURFACE TO PRIOR CONDITION • BORE PATH TO MAINTAIN A 5' HORIZONTAL AND 1' VERTICAL CLEARANCE FROM SEWER, WATER, AND STORM DRAIN LINES POTHOLE FOR CROSSING ALL PUBLIC UTILITIES. CITY STORM AND OVWSD SEWER ON PRIVATE PROPERTY. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. Know what's eyou Call before you dig.g. 0 5' 10' 3 AS —BUILT 2 REVISION 111 1 1 10/21/20 SDK ZCS ORIGINAL NO. DATE JENG DESIGNI DRAFTING I COMMENT , comcast CM CabICCDER ENGINEERING SUPERVISOR: CHRIS OLSEN ENGINEERING NG FIRM: WAECO ENGINEERING PROJECT NUMBER: JB0000430635 LOCATION: 10200 EDMONDS WAY, EDMONDS, WA 98020 SCALE: 1"=10' DRAWING NAME: JB0000430635_Prints.dwg CONFIDENTIAL/PROPRIETARY SHEET: 4 OF 5 SITE PHOTOGRAPHS FACING SOUTHEAST ON THE SOUTH SIDE OF 102ND PL W NEAR 10200 EDMONDS WAY (� FACING SOUTHWEST ON THE SOUTH CORNER OF 102ND PL W AND EDMONDS WAY CONSTRUCTION NOTES O TIE-IN TO EXISTING SPLICE CASE NEAR UP-01 2O EXISTING UTILITY POLE UP-01 O3 PLACE STAND OFF AND NEW (1)-2" RISER ON UP-01 AND RISER DOWN 4O BORE 4' SOUTHWEST TO PRIVATE PROPERTY PLACING NEW (1)-2" CONDUIT AND CAN CABLE RESTORATION NOTES qO RESTORE SOFT SURFACE TO PRIOR CONDITION • • Know what's below. Call before you dig.