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Home My WebLink AboutMFP26001710.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26001710 IVR Number: 26001710 Permit Information Permit Name: Comcast - JB0002423238 Address/Location:04/06/2026Application Date:0007200162Parcel Number: 115 WELLS AVE S Permit Type:05/28/2026Issue Date:Franchise Permit Work Class:05/28/2027Expiration Date:Major Utility Job Number: JB0002423238Franchise Type:Cable Description: Comcast (JB0002423238) STARTING NEAR 115 WELLS AVE S REPLACE EXISTING COMCAST VAULT(S) TO NEW 2436 VAULT. UPGRADE EXISTING COMCAST VAULT(S) TO NEW2436 VAULT. REPLACE EXISTING COMCAST MANHOLE(S) TO NEW 233LA VAULT. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Rhiana Wedgeworth-Stanford Comcast Cable Communications H: (720) 990-0929Applicant Leah Ihlenfeldt Cablecom LLC 1316 Bonneville Avenue Snohomish, WA 98290 B: (425) 691-9266ApplicantX CABLECOM LLC 20021 120th Ave NE, #101 BOTHELL, WA 98011 B: (360) 668-1300Contractor Business License Number: 52252Construction Contractor: CABLEL*971DP GANNON GREG PO BOX 391 HOBART , WA 98025 Owner Comcast - Billing 1701 John F Kennedy BLVD John F. Kennedy Blvd Philadelphia, PA 19103 B: (425) 918-1140Specialized Billing General Conditions & Signature Permission is hereby given for the work described on this permit according to the conditions hereon and according to the approved plans and specifications pertaining thereto, subject to compliance with the Ordinance of the City of Renton. Ÿ This permit and plans must be posted at the job site at all times.Ÿ I hereby certify that no work is to be done except as described above and in approved plans, and that work is to conform to Renton codes and ordinances. Renton Trench Restoration and Street Overlay Requirements. Ÿ Call 425.430.7203 or go to: https://permitting.rentonwa.gov one working day in advance to schedule an inspections and for ANY work in the Right of Way. Ÿ Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation.Ÿ In accordance with RCW 19.122.033(4) the permit holder is required to contact (Williams Northwest Pipeline at 425.868.1010) (Olympic Pipeline at 425.235.7736) (Puget Sound Energy at 425.375.3397) to request a consultation with the transmission pipeline company prior to performing any construction or excavation activities. This requirement to consult with the transmission pipeline company is in addition to the requirement to Call before You Dig as required in RCW 19.122. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES STARTING NEAR 115 WELLS AVE S REPLACE EXISTING COMCAST VAULT(S) TO NEW 2436 VAULT.UPGRADE EXISTING COMCAST VAULT(S) TO NEW 2436 VAULT. REPLACE EXISTING COMCAST MANHOLE(S) TO NEW 233LA VAULT. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. MFP26001710 Monday Friday 3:00pm Scott Warlick CED 5/28/2026 9:00am SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: REPLACE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 105 WELLS AVE S, RENTON. DESCRIPTION: REPLACE VAULT AT PROPOSED LOCATION. 131SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK X*X* N/A 121 N/A 105 103 99 99 104112122126 ROAD WORK AHEAD W20-1W21-5 SHOULDER WORK 11' 13'13' 15'WELLS AVE S 5' 5' 9' 11' 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. SPEED LIMIT 25 R9-11L SIDEWALK CLOSED AHEAD CROSS HERE R9-11R SIDEWALK CLOSEDAHEAD CROSS HERE DETOUR M4-9BR DETOUR M4-9BL PLACE AT INTERSECTION WITH S RIVERSIDE DR PLACE AT INTERSECTION WITH S 2ND ST PLACE AT INTERSECTION WITH S RIVERSIDE DR PLACE AT INTERSECTION WITH S 2ND ST SIDEWALK CLOSED R9-9 MFP26001710 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 130 MAIN AVE S, RENTON. DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. 132SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK 123 119 107 130115115 130 X*X* 32'32' 5' 5' 8' 24' MAIN AVE S 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. SPEED LIMIT 25 ROAD WORK AHEAD W20-1 W4-119L MFP26001710 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE. HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 1005 S 2ND ST, RENTON DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. 133SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE FLAGGING STATION WORK AREA UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION X*X*X*50' ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 20' 5' 5' X* X* X* ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 X* X 45' X* X * ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 ROAD WORK AHEAD W20-1 218 218 1005 1000 1000 130 131 MAIN AVE S S 2 N D S T B R O N S O N W A Y S MAIN AVE S UPO MUST ACTIVELY DIRECT NB AND SB TRAFFIC TO THEIR APPROPRIATE RECEIVING LANES AT THIS INTERSECTION R9-11L SIDEWALK CLOSEDAHEAD CROSS HERE SIDEWALK CLOSED R9-9 R9-11R SIDEWALK CLOSEDAHEAD CROSS HERE DETOUR M4-9BR DETOUR M4-9BL SIDEWALK CLOSED R9-9 PLACE AT INTERSECTION WITH MILL AVE S PLACE AT INTERSECTION WITH MILL AVE S cone off this lane. Shift north bound traffic to this lane. Cone off this lane and direct traffic into 1 lane to make it easier for the officer to direct traffic Work at this intersection not to start before 9:30am MFP26001710 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE, REPLACE 134SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA SIGNALIZED INTERSECTION TYPE III BARRICADE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 858 S 2ND ST, RENTON. DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. REPLACE MANHOLE WITH VAULT. 858 206 206 858 X*X* ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R 5' 8' 201 201 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. X*X* X*X* ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 CLOSE WITH TYPE III BARRICADE, INFORM PROPERTY OWNER TO USE NORTHERN ENTRANCE/EXIT 5 DAYS PRIOR TO WORK WI L L I A M S A V E S WE L L S A V E S S 2ND ST AL L E Y R3-6 OK 11' 11' 13' 9' 13' 9' 9' 13' SPEED LIMIT 25 11' 11' 11' 5' 8'7' MFP26001710 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE 135SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 227 WILLIAMS AVE S, RENTON. DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. 227 201 5' 5' LOCAL ACCESS ONLY R5-133 PLACE W20-1 75' EAST ON WEST BOUND S 2ND ST ALLEY10'10' STREET CLOSED R11-2 SPEED LIMIT25 PLACE SIGN AT ALLEY ENTRANCE MFP26001710 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE 136SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA TYPE III BARRICADE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 237 WELLS AVE, RENTON. DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. 237 227 221 214 201 62' STREET CLOSED R11-2 CLOSE WITH TYPE III BARRICADE, INFORM PROPERTY OWNER TO USE SOUTHERN ENTRANCE/EXIT 5 DAYS PRIOR TO WORK 5' 5' LOCAL ACCESS ONLY R5-133 SPEED LIMIT25 ALLEY PLACE SIGN AT ALLEY ENTRANCE PLACE W20-1 100' NORTH ON SOUTH BOUND WELLS AVE S PLACE W20-1 100' SOUTH ON NORTH BOUND WELLS AVE S MFP26001710 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE 137SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK SIGNALIZED INTERSECTION HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 300 BURNETT AVE S, RENTON. DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. 300 308 222 X*X* ROAD WORK AHEAD W20-1W21-5 SHOULDER WORK 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. SPEED LIMIT25 5' 5' R9-11L SIDEWALK CLOSED AHEAD CROSS HERE R9-11R SIDEWALK CLOSEDAHEAD CROSS HERE DETOUR M4-9BR DETOUR M4-9BL PLACE AT INTERSECTION WITH HOUSER WAY S PLACE AT INTERSECTION WITH HOUSER WAY S S 3 R D S T WILLIAMS AVE S 9' 9' 9' 9' 11' 11' 12' 12' X* ROAD WORK AHEAD W20-1 SIDEWALK CLOSED R9-9 MFP26001710 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE 138SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK SIGNALIZED INTERSECTION HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 237 WELLS AVE S, RENTON. DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. 5' 5' 7' 237 X*X* ROAD WORK AHEAD W20-1 W21-5 SHOULDER WORK 11' 11' 11' 11' 9' 9'9' 9' SPEED LIMIT 25 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. S 3RD ST WE L L S A V E S MFP26001710 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 304 MAIN AVE S, RENTON. DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. 139SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE ARROWBOARD WORK AREA 330 330 304 X*X*X*L 115' ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R W4-2R 5' 5' 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. SPEED LIMIT25 11' 11' 11' 11' 11' 11' 11' 10' 12' MAIN AVE S MFP26001710 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE 1310SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE ARROWBOARD WORK AREA BUS STOP SIGNALIZED INTERSECTION HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 403 S 4TH ST, RENTON. DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. X*X*X*L 115' ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5RW4-2R 28' 403 323 330 330 304 R3-6 OK 11' 11' 11' 11' 5' 5' 6' 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. NOTIFY KING COUNTY METRO IN ADVANCE OF CONSTRUCTION FOR IMPACTED BUS STOP SPEED LIMIT 25 11' 11' 11' 10' 10' MAIN AVE S X* X* ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 MFP26001710 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE 1311SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 417 WILLIAMS AVE S, RENTON. DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. X*X* 432 438 431 819500 AL L E Y AL L E Y ROAD WORK AHEAD W20-1 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. 4' 5' 5' 8' 28'S 5TH ST36'36' WI L L I A M S A V E S SPEED LIMIT 25 X* X* ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 W4-119L MFP26001710 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE 1312SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 416 BURNETT AVE S, RENTON. DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. N/A N/A N/A N/A N/A 416428430434 N/A 5' 5' 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. X*X* ROAD WORK AHEAD W20-1 20'20' 8' 12' SPEED LIMIT 25 BURNETT AVE S W4-119L MFP26001710 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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 RURAL ROADS & URBAN ARTERIALS RURAL ROADS RESIDENTIAL & BUSINESS DISTRICTS URBAN STREETS RURAL ROADS & URBAN ARTERIALS 350'± 500'± 100'± 200'± (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 SIGN SPACING = X 35/40 MPH 45/55 MPH 25 MPH OR LESS 25/30 MPH CHANNELIZATION DEVICE SPACING (FEET) 35/45 25/30 50 MPH TAPER 40 30 20 40 60 80 TANGENT 150 25 105 115 125 3530 165 180 205 225 245 40 270 295 320 45 450 495 540 50 500 550 600 10 11 12 LANE WIDTH (FEET) MINIMUM TAPER LENGTH = L (FEET) POSTED SPEED (MPH) TRAFFIC CONTROL PLAN N O R T H 25 30 35 40 45 50 55 60 65 645570495425360305250200155LENGTH (FEET) SPEED (MPH) LONGITUDINAL BUFFER SPACE = B BUFFER DATA 20 115 TYPE OF TCP: WORK HOURS PHASE OF WORK: UPGRADE 1313SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002423238 JOB ADDRESS: 510 BURNETT AVE S, RENTON. DESCRIPTION: UPGRADE VAULT AT PROPOSED LOCATION. 532 528 524 520 518 514 510 504 20'20' 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. X*X* ROAD WORK AHEAD W20-1 SPEED LIMIT25 5' 5' BURNETT AVE S 8' 12' R9-11L SIDEWALK CLOSEDAHEAD CROSS HERE R9-11R SIDEWALK CLOSEDAHEAD CROSS HERE DETOUR M4-9BR DETOUR M4-9BL PLACE AT INTERSECTION WITH S 5TH ST PLACE AT INTERSECTION WITH S 5TH ST PLACE AT INTERSECTION WITH S 6TH ST PLACE AT INTERSECTION WITH S 6TH ST W4-119L SIDEWALK CLOSED R9-9 MFP26001710 ADDRESS: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NAME: JB0002423238 - PRINTS DRAWING FILE LOCATION: Z:\SHARED\PROJECTS\CABLECOM\JB0002423238\JB0002423238_ROW\1 - CAD\PRINTS\JB0002423238_PRINTS.DWG SITE LOCATION KEVIN HARMON CONSTRUCTION MANAGER CABLECOM KEVIN.HARMON@CABLECOMLLC.NET 360.322.2805 SPENCER KARINIEMI GENERAL MANAGER BOOKER ENGINEERING SPENCER@BOOKERENG.COM 360.722.2852 SHEET INDEX 1 - COVER SHEET 2 - GENERAL NOTES 3 - LEGEND 4/17 - DESIGN VIEW 18/20 - TYPICALS SCOPE OF WORK STARTING NEAR 115 WELLS AVE S REPLACE EXISTING COMCAST VAULT(S) TO NEW 2436 VAULT. UPGRADE EXISTING COMCAST VAULT(S) TO NEW 2436 VAULT. REPLACE EXISTING COMCAST MANHOLE(S) TO NEW 233LA VAULT. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 201 SHEET NUMBER OF Know what's below. Call before you dig. R CONTACTS N O R T H SHEET 4 SHEET 5 SHEET 8 SHEET 13 SHEET 15 SHEET 17 SHEET 10 SHEET 16 SHEET 14 SHEET 11 SHEET 9 SHEET 6 SHEET 12 SHEET 7 VICINITY MAP MFP26001710This permit is for Major construction work in the ROW and will be billed at an additional $158/HR for inspections. After hours and weekend work will be billed at $175/HR RESTORATION PER CITY OF RENTON STANDARDS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 202 SHEET NUMBER OF Know what's below. Call before you dig. R GENERAL NOTES GENERAL NOTES: The locations of utilities shown on these drawing are only approximate. BOOKER ENGINEERING LLC hereby disclaims any responsibility to third parties for the accuracy of this information. Persons working in the area covered by this drawing must contact the statewide Call-Before-You-Dig System to ascertain the location of underground utilities prior to performing any excavation. 1. ALL MATERIALS, WORKMANSHIP, AND CONSTRUCTION OF UTILITY IMPROVEMENTS SHALL MEET OR EXCEED SITE WORK STANDARDS AND THE STANDARDS AND SPECIFICATIONS SET FORTH IN THE CITY OF RENTON REGULATIONS AND APPLICABLE STATE AND FEDERAL REGULATIONS. WHERE THERE IS CONFLICT BETWEEN THESE PLANS AND THE SPECIFICATIONS, OR ANY APPLICABLE STANDARDS, THE HIGHER QUALITY STANDARD SHALL APPLY. ALL WORK WITHIN PUBLIC R.O.W. OR EASEMENTS MAY REQUIRE INSPECTED AND APPROVED BY THE RENTON INSPECTOR. INSPECTION SERVICES AND CONSTRUCTION CERTIFICATION TO BE PROVIDED BY DESIGNEE OF PROJECT SPONSOR/OWNER. 2. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES, AS SHOWN ON THESE PLANS, IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED UPON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CALL THE LOCAL UTILITY LOCATION CENTER AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATIONS OF EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY PERTINENT LOCATIONS AND ELEVATIONS, ESPECIALLY AT THE CONNECTION POINTS AND AT POTENTIAL UTILITY CONFLICTS. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES THAT CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THESE PLANS. 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ALL NECESSARY PERMITS FROM ALL APPLICABLE AGENCIES. THE CONTRACTOR SHALL NOTIFY THE RENTON INSPECTOR AT LEAST 48 HOURS PRIOR TO THE START OF ANY EARTH DISTURBING ACTIVITY OR CONSTRUCTION ON ANY AND ALL PUBLIC IMPROVEMENTS IF REQUIRED. 4. THE CONTRACTOR SHALL COORDINATE AND COOPERATE WITH THE CITY OF RENTON AND ALL UTILITY COMPANIES WITH REGARD TO RELOCATIONS OR ADJUSTMENTS OF EXISTING UTILITIES DURING CONSTRUCTION, TO ASSURE THAT THE WORK IS ACCOMPLISHED IN A TIMELY FASHION, AND WITH A MINIMUM DISRUPTION OF SERVICE. THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONTACTING ALL PARTIES AFFECTED BY ANY DISRUPTION OF ANY UTILITY SERVICE. 5. THE CONTRACTOR SHALL HAVE ONE (1) SIGNED COPY OF THE APPROVED PLANS, ONE (1) COPY OF THE APPROPRIATE STANDARDS AND SPECIFICATIONS, AND ONE (1) COPY OF ANY PERMITS AND EXTENSION AGREEMENTS NEEDED FOR THE JOB ON-SITE AT ALL TIMES. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ASPECTS OF SAFETY INCLUDING, BUT NOT LIMITED TO: EXCAVATION, TRENCHING, SHORING, TRAFFIC CONTROL, AND SECURITY. 7. IF, DURING THE CONSTRUCTION PROCESS, CONDITIONS ARE ENCOUNTERED BY THE CONTRACTOR, HIS SUBCONTRACTORS, OR OTHER AFFECTED PARTIES WHICH COULD INDICATE A SITUATION THAT IS NOT IDENTIFIED IN THE PLANS OR SPECIFICATIONS, THE CONTRACTOR SHALL CONTACT THE ENGINEER IMMEDIATELY. 8. ALL REFERENCES TO ANY PUBLISHED STANDARDS SHALL REFER TO THE LATEST REVISION OF SAID STANDARD, UNLESS SPECIFICALLY STATED OTHERWISE. 9. FOR WORK AFFECTING PUBLIC ROADWAYS OR IF REQUIRED BY THE CITY OF RENTON, THE CONTRACTOR SHALL SUBMIT A TRAFFIC CONTROL AND PHASING PLAN IN ACCORDANCE WITH M.U.T.C.D. FOR APPROVAL. PRIOR TO ANY CONSTRUCTION ACTIVITIES WITHIN OR AFFECTING THE RIGHT-OF-WAY, THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING ANY AND ALL TRAFFIC CONTROL DEVICES AS MAY BE REQUIRED BY SAID PLANS. PRIOR TO INSTALLATION A PRECONSTRUCTION CONFERENCE SHALL BE HELD WITH THE CITY OF RENTON. 10. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING ALL LABOR AND MATERIALS NECESSARY FOR THE COMPLETION OF THE INTENDED IMPROVEMENTS SHOWN ON THESE DRAWINGS OR DESIGNATED TO BE PROVIDED, INSTALLED, CONSTRUCTED, REMOVED OR RELOCATED UNLESS SPECIFICALLY NOTED OTHERWISE. 11. PER AGENCY STANDARDS THE CONTRACTOR SHALL BE RESPONSIBLE FOR KEEPING ROADWAYS FREE AND CLEAR OF ALL CONSTRUCTION DEBRIS AND DIRT TRACKED FROM THE SITE. 12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR RECORDING RECORD INFORMATION ON A SET OF RECORD DRAWINGS KEPT AT THE CONSTRUCTION SITE AND AVAILABLE TO THE RENTON INSPECTOR AT ALL TIMES. 13. DIMENSIONS FOR LAYOUT AND CONSTRUCTION ARE NOT TO BE SCALED FROM ANY DRAWING. FOR ADDITIONAL INFORMATION CONTACT THE ENGINEER FOR CLARIFICATION AND NOTE ON THE RECORD DRAWINGS. 14. ALL EROSION AND SEDIMENT CONTROL (E.S.C.) MEASURES SHALL BE INSTALLED AT THE LIMITS OF CONSTRUCTION PRIOR TO GROUND DISTURBING ACTIVITY. ALL E.S.C. MEASURES SHALL BE MAINTAINED IN GOOD REPAIR BY THE CONTRACTOR UNTIL SUCH TIME AS THE ENTIRE DISTURBED AREAS ARE STABILIZED WITH HARD SURFACE OR LANDSCAPING. 15. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY IS SUBJECT TO THE JURISDICTION OF THE CITY OF RENTON ENGINEERING DEPARTMENT STANDARD DETAILS AND SPECIFICATIONS. 16. ALL CONSTRUCTION OPERATIONS, INCLUDING THE WARMING UP, REPAIR, ARRIVAL, DEPARTURE OR RUNNING OF TRUCKS, EARTH MOVING EQUIPMENT, CONSTRUCTION EQUIPMENT AND ANY OTHER ASSOCIATED EQUIPMENT SHALL GENERALLY BE LIMITED TO THE TIME PERIOD APPROVED BY THE CITY OF RENTON. MFP26001710 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 203 SHEET NUMBER OF Know what's below. Call before you dig. R LEGEND (XXX') N O R T H #F #F #F X X MFP26001710 WELLS AVE S 115 WELLS AVE S PARCEL# 0007200162 PARCEL# 0007200168 112 WELLS AVE S PARCEL# 0007200089 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 204 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 REPLACE EXISTING COMCAST VAULT TO NEW 2436 VAULT. N O R T H PHOTO #1: FACING (SW) ON THE (W) SIDE OF WELLS AVE S. 1 8' 6' RESTORATION NOTES A RESTORE 48 SQ FT OF CONCRETE SIDEWALK PER COR STD PLAN NO. 102.A 1 2' 1 MFP26001710 MAIN AVE S PARCEL# 0007200135 130 MAIN AVE S PARCEL# 7231500965 107 MAIN AVE S PARCEL# 0007200081 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 205 SHEET NUMBER OF Know what's below. Call before you dig. R # CONSTRUCTION NOTES 2 UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULT. RESTORATION NOTES B RESTORE SOFT SURFACE TO PRIOR CONDITIONS. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H PHOTO #1: FACING (S) ON THE (S) SIDE OF MAIN AVE S. B 2 1' 2 1 MFP26001710 S 2ND ST 710 S 2ND ST PARCEL# 7231502085 858 S 2ND ST PARCEL# 7231501979 201 WILLIAMS AVE S PARCEL# 7231502265 WI L L I A M S A V E S AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 206 SHEET NUMBER OF Know what's below. Call before you dig. R # CONSTRUCTION NOTES RESTORATION NOTES C RESTORE 40 SQ FT OF CONCRETE SIDEWALK PER COR STD PLAN NO. 102. SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H 3 REPLACE EXISTING COMCAST MANHOLE TO NEW 233LA VAULT. PHOTO #1: FACING (S) ON THE (W) SIDE OF WILLIAMS AVE S. 3 C 5' 8'1 3 Restoration to meet ADA requirements MFP26001710 S 2ND ST 858 S 2ND ST PARCEL# 7231501979 201 WELLS AVE S PARCEL# 7231501940 902 S 2ND ST PARCEL# 7231501095 WE L L S A V E S # CONSTRUCTION NOTES RESTORATION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 207 SHEET NUMBER OF Know what's below. Call before you dig. R SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H 2 UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULT. PHOTO #1: FACING (S) ON THE (W) SIDE OF WELLS AVE S. 4'8' D RESTORE 32 SQ FT OF CONCRETE SIDEWALK PER COR STD PLAN NO. 102. 2 D 1 1' 2 MFP26001710 S 2ND ST 1005 S 2ND ST PARCEL# 7231500860 207 MAIN AVE S PARCEL# 7231501245 1000 2ND AVE S PARCEL# 7231501020 MA I N A V E S BR O N S O N W A Y S AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 208 SHEET NUMBER OF Know what's below. Call before you dig. R # CONSTRUCTION NOTES RESTORATION NOTES SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H 2 UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULT. PHOTO #1: FACING (SW) ON THE (S) SIDE OF S 2ND ST. 2 4' 4' 4' E RESTORE 16 SQ FT OF CONCRETE SIDEWALK PER COR STD PLAN NO. 102. 2 E 1 Restoration to meet ADA requirements MFP26001710 ALLEY 225 WILLIAMS AVE S PARCEL# 7231502225 710 S 3RD ST PARCEL# 7231502210 # CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 209 SHEET NUMBER OF Know what's below. Call before you dig. R SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H 2 UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULT. PHOTO #1: FACING (SE) ON THE (E) SIDE OF ALLEY NEAR 710 S 3RD ST. RESTORATION NOTES F RESTORE 16 SQ FT OF ASPHALT ROADWAY PER COR STD PLAN NO. 110.1 4' 4' 2 F 2 1 MFP26001710 ALLEY 227 WELLS AVE S PARCEL# 7231501910 237 WELLS AVE S PARCEL# 7231501905 222 WILLIAMS AVE S PARCEL# 7231501850 # CONSTRUCTION NOTES RESTORATION NOTES F RESTORE 16 SQ FT OF ASPHALT ROADWAY PER COR STD PLAN NO. 110.1 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2010 SHEET NUMBER OF Know what's below. Call before you dig. R SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H 2 UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULT. PHOTO #1: FACING (NE) ON THE (W) SIDE OF ALLEY NEAR 227 WELLS AVE S. 4' 4'1 2 2 F MFP26001710 WILLIAMS AVE S 715 S 3RD ST PARCEL# 7231502370 300 BURNETT AVE S PARCEL# 7231502271 801 S 3RD ST PARCEL# 7231501755 S 3 R D S T # CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2011 SHEET NUMBER OF Know what's below. Call before you dig. R SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H 2 UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULT. PHOTO #1: FACING (N) ON THE (W) SIDE OF WILLIAMS AVE. 8' RESTORATION NOTES G RESTORE 128 SQ FT OF CONCRETE SIDEWALK PER COR STD PLAN NO. 102. 2 2 G 16' 1 MFP26001710 S 3RD ST WE L L S A V E S 824 S 3RD ST PARCEL# 7231501900 900 S 3RD ST PARCEL# 7231501185 811 S 3RD ST PARCEL# 7231501820 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2012 SHEET NUMBER OF Know what's below. Call before you dig. R # CONSTRUCTION NOTES SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H 2 UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULT. PHOTO #1: FACING (S) ON THE (W) SIDE OF WELLS AVE S. RESTORATION NOTES E RESTORE 16 SQ FT OF CONCRETE SIDEWALK PER COR STD PLAN NO. 102. 2 4' 4' 2' 2 E1 Restoration to meet ADA requirements MFP26001710 MAIN AVE S H O U S E R W A Y S 304 MAIN AVE S PARCEL# 7231500720 303 MAIN AVE S PARCEL# 7231501345 911 S 3RD ST PARCEL# 7231501270 S 3 R D S T # CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2013 SHEET NUMBER OF Know what's below. Call before you dig. R SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H 2 UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULT. PHOTO #1: FACING (E) ON THE (E) SIDE OF MAIN AVE S. RESTORATION NOTES B RESTORE SOFT SURFACE TO PRIOR CONDITIONS. B 2 2 1 MFP26001710 BURNETT AVE S 428 BURNETT AVE S PARCEL# 7231502410 426 BURNETT AVE S PARCEL# 7231502405 416 BURNETT AVE S PARCEL# 7231502390 # CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2014 SHEET NUMBER OF Know what's below. Call before you dig. R SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H 2 UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULT. PHOTO #1: FACING (S) ON THE (E) SIDE OF BURNETT AVE S. RESTORATION NOTES B RESTORE SOFT SURFACE TO PRIOR CONDITIONS. 2B 2 2' 12' Work pits shall be outside of the driplines of the trees. if work pits cannot be moved outside of the driplines then a vactor truck will be required for excavation. MFP26001710 S 4 T H S T MAIN AVE S CE D A R A V E S PARCEL# 7231501350903 S 4TH ST PARCEL# 7231501373 # CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2015 SHEET NUMBER OF Know what's below. Call before you dig. R SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H 2 UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULT. PHOTO #1: FACING (SW) ON THE (W) SIDE OF MAIN AVE S. 1 8' 5' A RESTORE 40 SQ FT OF CONCRETE SIDEWALK PER COR STD PLAN NO. 102. RESTORATION NOTES 2 A 2 MFP26001710 BURNETT AVE S 514 BURNETT AVE S PARCEL# 7231502500 510 BURNETT AVE S PARCEL# 7231502495 518 BURNETT AVE S PARCEL# 7231502505 # CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2016 SHEET NUMBER OF Know what's below. Call before you dig. R SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H 2 UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULT. PHOTO #1: FACING (S) ON THE (E) SIDE OF BURNETT AVE S. 5' 1 15' A RESTORE 75 SQ FT OF CONCRETE SIDEWALK PER COR STD PLAN NO. 102. RESTORATION NOTES 2 H 2 Work pits shall be outside of the driplines of the trees. if work pits cannot be moved outside of the driplines then a vactor truck will be required for excavation. MFP26001710 S 5TH ST WI L L I A M S A V E S 417 WILLIAMS AVE S PARCEL# 7231502430 505 WILLIAMS AVE S PARCEL# 7231502580 500 BURNETT AVE S PARCEL# 7231502485 # CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2017 SHEET NUMBER OF Know what's below. Call before you dig. R SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. N O R T H 2 UPGRADE EXISTING COMCAST VAULT TO NEW 2436 VAULT. PHOTO #1: FACING (E) ON THE (N) SIDE OF S 5TH ST. I RESTORE 100 SQ FT OF CONCRETE SIDEWALK PER COR STD PLAN NO. 102. RESTORATION NOTES 1 2 10' 10' I 2 MFP26001710 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2018 SHEET NUMBER OF Know what's below. Call before you dig. R MFP26001710 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2019 SHEET NUMBER OF Know what's below. Call before you dig. R MFP26001710 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 115 WELLS AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002423238 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK ADR 03/30/26 ------------ ------------ THE ACTUAL LOCATION OF EXISTING CONDUIT AND CABLES MAY VARY FROM THE LOCATION SHOWN. BOOKER ENGINEERING DISCLAIMS ANY RESPONSIBILITIES FOR DAMAGES INCURRED TO ANY FACILITIES SHOWN OR NOT SHOWN IN THESE PRINTS. PERSONS WORKING IN THE AREA COVERED BY THIS DRAWING MUST CONTACT THE STATEWIDE CALL-BEFORE-YOU-DIG SYSTEM TO CONFIRM THE LOCATION OF UNDERGROUND FACILITIES.------------ BOOKER ENGINEERING LLC 16778 146TH ST SE #190, MONROE, WA 98272 360.722.2852 2020 SHEET NUMBER OF Know what's below. Call before you dig. R MFP26001710