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Home My WebLink AboutMFP26001636.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26001636 IVR Number: 26001636 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:04/02/2026Application Date:0007200190Parcel Number: 307 RAINIER AVE S Permit Type:07/16/2026Issue Date:Franchise Permit Work Class:07/16/2027Expiration Date:Major Utility Job Number: JB0002439914Franchise Type:Cable Description: CONSTRUCTION TO CONSIST OF ACCESS EXISTING COMCAST VAULT(S) FOR MAINTENANCE, ACCESS EXISTING COMCAST AERIAL SPLICE CASE(S) FOR MAINTENANCE, TRENCH PLACING NEW (1) 2" CONDUIT AND .625 COAX, PLACING NEW COMCAST SPH2436 PEDESTAL, ACCESS EXISTING COMCAST PEDESTAL(S) FOR MAINTENANCE, AND REPLACE EXISTING COMCAST AERIAL SPLICE CASE(S) AT PROPOSED LOCATIONS. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. Contacts Name Address PhoneTypeBilling Cody Shackett Comcast Cable Communications Applicant Leah Ihlenfeldt Cablecom LLC 1316 Bonneville Avenue Snohomish, WA 98290 B: (425) 691-9266ApplicantX Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Contact Laurie Dietz Comcast - Finance Questions 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Contact Andrew Parker comcast 410 Valley Ave NW Puyallup, WA 98371 B: (253) 864-4249Contact CABLECOM LLC 20021 120th Ave NE, #101 BOTHELL, WA 98011 B: (360) 668-1300Contractor Business License Number: 52252Construction Contractor: CABLEL*971DP Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Emergency Contact COMMERCIAL CORNER LLC 13831 SE 77TH PL NEWCASTLE, WA 98059 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 Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Monday Friday 8:00am 3:00pm MFP26001636 Scott Warlick CED 7/16/2026 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: MAINTENANCE. HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 301 S GRADY WAY, RENTON DESCRIPTION: ACCESS VAULT FOR MAINTENANCE. 221SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE ARROWBOARD WORK AREA X*X*X* ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R W4-2R L 245' 301 301 200200 S GRADY WAY 11' 11' 11' 11' 12' 11' 5' 5' R9-11L SIDEWALK CLOSED AHEAD CROSS HERE SIDEWALK CLOSED R9-9 R9-11R SIDEWALK CLOSED AHEAD CROSS HERE DETOUR M4-9BR DETOUR M4-9BL PLACE AT INTERSECTION WITH RAINIER AVE S PLACE AT INTERSECTION WITH RAINIER AVE S PLACE AT INTERSECTION WITH LAKE AVE S PLACE AT INTERSECTION WITH LAKE AVE S SPEED LIMIT 35 MFP26001636 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 739 RAINIER AVE S, RENTON DESCRIPTION: ACCESS VAULT FOR MAINTENANCE. 222SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE ARROWBOARD WORK AREA BUS STOP 750 710 710 739 RAINIER AVE S HAR D I E A V E S W 739 5' 5' X*X*X*L 245' 12' 11' 11' 14' 11' 11' 12' ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5RW4-2R NOTIFY KING COUNTY METRO IN ADVANCE OF CONSTRUCTION FOR IMPACTED BUS STOP 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 35 MFP26001636 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 621 RAINIER AVE S, RENTON DESCRIPTION: ACCESS VAULT FOR MAINTENANCE 223SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE ARROWBOARD WORK AREA BUS STOP 621 641 621 650 610 612 604 540 540 585 X*X*X*L 245' ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5RW4-2R 5' 5' 12' 11' 11' 12' 13' 13' 11' 12' RAINIER 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 LIMIT35 MFP26001636 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 229 S 4TH PL, RENTON DESCRIPTION: ACCESS PEDESTAL FOR MAINTENANCE. 224SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK 203 203 229 229 440 5' 5' X*X* ROAD WORK AHEAD W20-1 W4-119L S 4TH PL 22' 18' 8' 13' SPEED LIMIT 25 R9-11L SIDEWALK CLOSED AHEAD CROSS HERE SIDEWALK CLOSED R9-9 R9-11R SIDEWALK CLOSED AHEAD CROSS HERE DETOUR M4-9BR DETOUR M4-9BL PLACE AT INTERSECTION WITH RAINIER AVE S PLACE AT INTERSECTION WITH SHATTUCK AVE S PLACE AT INTERSECTION WITH RAINIER AVE S PLACE AT INTERSECTION WITH SHATTUCK AVE S MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: TRENCH, SPLICE, MAINTENANCE. HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 351 RAINIER AVE S, RENTON DESCRIPTION: TRENCH BETWEEN PEDESTAL AND VAULT. SPLICE AT VAULT. ACCESS VAULTS AND PEDESTAL FOR MAINTENANCE. 225SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE ARROWBOARD WORK AREA SIGNALIZED INTERSECTION S 3 R D S T RAINIER AVE S 5'5' ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R W4-2R 250 300 300 330 250 230 230 275 265 235 307 351 112 107 X* ROAD WORK AHEAD W20-1 X* X* X* L 245' 12' 12' 12' 12' 11' 12' 11' 12' 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 SPEED LIMIT 35 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. MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: TRENCH, SPLICE, MAINTENANCE. HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 351 RAINIER AVE S, RENTON DESCRIPTION: TRENCH BETWEEN PEDESTAL AND VAULT. SPLICE AT VAULT. ACCESS VAULTS AND PEDESTAL FOR MAINTENANCE. 226SHEET NUMBER OF LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE ARROWBOARD WORK AREA BUS STOP SIGNALIZED INTERSECTION RAINIER AVE S 12' 12' 12' 12' 11' 12' 11' 12' 320 307 351 330 431 431 439 439 479 479 440 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 S 3 R D P L L 245'X*X*X* ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5RW4-2R X * ROAD WORK AHEAD W20-1 5' 5' 5' 5' 5'5' NOTIFY KING COUNTY METRO IN ADVANCE OF CONSTRUCTION FOR IMPACTED BUS STOP SPEED LIMIT35 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. MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 300 RAINIER AVE S, RENTON DESCRIPTION: ACCESS VAULT FOR MAINTENANCE. 227SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK SIGNALIZED INTERSECTION 250 112 300 5' 5' X*X* ROAD WORK AHEAD W20-1 W4-119L 8' 13' X * ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 21' 21'S 3RD ST R A I N I E R A V E S SPEED LIMIT 35 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. MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 225 RAINIER AVE S, RENTON DESCRIPTION: ACCESS VAULTS FOR MAINTENANCE. 228SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE ARROWBOARD WORK AREA BUS STOP SIGNALIZED INTERSECTION 250 230 230 101 261275 235 225 205 175 144 128 126 124 110 104 175 151 151 100 100 74 125 111 140111 150 101 144 RAINIER AVE S 11' 11' 10' 11' 11' 11' L 225'X*X*X* ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R W4-2R X* ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 L 225'X*X*X* ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R W4-2R S 2 N D S T SW V I C T O R I A S T HAY E S P L S W X* ROAD WORK AHEAD W20-1 SPEED LIMIT35 5' 5'5' 5' 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. MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 188 HARDIE AVE NW, RENTON DESCRIPTION: ACCESS AERIAL SPLICE CASES FOR MAINTENANCE. 229SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK UTILITY POLE BUS STOP SPLICE LOCATION 201205 197 188 176 150 X*X*L/2 65' X 128' X*L/2 65' X* ROAD WORK AHEAD W20-1 W1-4R W1-4L ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 HARDIE AVE SW SW 2 N D S T SW V I C T O R I A S T 10' 5' 12' 13' 8' 11' 11' 150 111 111 140 140 132 X* ROAD WORK AHEAD W20-1 SPEED LIMIT 25 R3-2 R4-7A KEEP RIGHT R3-2 NOTIFY KING COUNTY METRO IN ADVANCE OF CONSTRUCTION FOR IMPACTED BUS STOP MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 73 RAINIER AVE S, RENTON DESCRIPTION: ACCESS VAULT FOR MAINTENANCE. 2210SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA BUS STOP SIGNALIZED INTERSECTION 251 73 51 221 251 251 X*X* ROAD WORK AHEAD W20-1 RIGHT LANE CLOSED AHEAD W20-5R X* ROAD WORK AHEAD W20-1 RENTON AVE EXTENSION 11' 11' 11' 11' 11' 11' 12' HA R D I E A V E N W HA Y E S P L S W RA I N I E R A V E S AI R P O R T W Y X* ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 5' 5' SIDEWALK CLOSED R9-9 CONTRACTOR TO PLACE ADA COMPLIANT STEEL RAMP AT PROPOSED LOCATION TO DETOUR PEDESTRIANS DETOUR M4-9BR DETOUR M4-9BL SIDEWALK CLOSED R9-9 STEEL PLATES SPEED LIMIT 35 RIGHT LANE CLOSED AHEAD W20-5R X* MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 400 S 2ND ST, RENTON DESCRIPTION: ACCESS PEDESTALS AND VAULT FOR MAINTENANCE. 2211SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE ARROWBOARD WORK AREA SPEED LIMIT 25 203 200 400 400 400 419 321 315211 220 S 2ND ST SH A T T U C K A V E S WH I T W O R T H A V E S L 125'X*X*X* ROAD WORK AHEAD W20-1RIGHT LANE CLOSED AHEAD W20-5R W4-2R L 115'X*X*X* ROAD WORK AHEAD W20-1 LEFT LANE CLOSED AHEAD W20-5L W4-2L 5' 5' 5' 5' 5'5' 11' 13' 13' 13' X* ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 R9-11L SIDEWALK CLOSED AHEAD CROSS HERE R9-11R SIDEWALK CLOSEDAHEAD CROSS HERE DETOUR M4-9BR DETOUR M4-9BL DETOUR M4-9BR PLACE AT INTERSECTION WITH MORRIS AVE S PLACE AT INTERSECTION WITH MORRIS AVE S SIDEWALK CLOSED R9-9 MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 220 SHATTUCK AVE S, RENTON DESCRIPTION: ACCESS VAULTS FOR MAINTENANCE. 2212SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK 300 300 220 315 211200212 5' X*X* ROAD WORK AHEAD W20-1 W4-119L 8' 13' 5' 8' 14' 5' 5' X*X* ROAD WORK AHEAD W20-1W4-119L SHATTUCK AVE S R9-11L SIDEWALK CLOSED AHEAD CROSS HERE R9-11R SIDEWALK CLOSED AHEAD CROSS HERE DETOUR M4-9BR DETOUR M4-9BL PLACE AT INTERSECTION WITH S 2ND ST PLACE AT INTERSECTION WITH S 2ND ST PLACE AT INTERSECTION WITH S 3RD ST PLACE AT INTERSECTION WITH S 3RD ST SPEED LIMIT 25 21' 22' SIDEWALK CLOSED R9-9 MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 321 S 2ND ST, RENTON DESCRIPTION: ACCESS VAULT FOR MAINTENANCE. 2213SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK 8' 5' 5' X* ROAD WORK AHEAD W20-1 419 321215 S 2 N D S T WHITWORTH AVE S 17' 17' 11' 15' X*X*L/2 65' ROAD WORK AHEAD W20-1 W1-4L L/2 65' X 65' W1-4R R3-2 R3-2 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. MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 225 LOGAN AVE S, RENTON DESCRIPTION: ACCESS VAULTS FOR MAINTENANCE. 2214SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA R7-T39 NO PARK X*X*L/2 65' ROAD WORK AHEAD W20-1 W1-4L L/2 65'X*X* ROAD WORK AHEAD W20-1 225 221 211 507 MORRIS AVE S 17' 17' 8' 14' 16' 5' 5' 5' 5' R9-11L SIDEWALK CLOSED AHEAD CROSS HERE SIDEWALK CLOSED R9-9 R9-11R SIDEWALK CLOSEDAHEAD CROSS HERE DETOUR M4-9BR DETOUR M4-9BL SPEED LIMIT25 PLACE AT INTERSECTION WITH S 2ND ST PLACE AT INTERSECTION WITH S 3RD ST PLACE AT INTERSECTION WITH S 2ND ST PLACE AT INTERSECTION WITH S 3RD ST R3-2 R3-2 R3-2 W1-4R MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: JB0002439914 JOB ADDRESS: 309 S 3RD ST, RENTON DESCRIPTION: REPLACE SPLICE CASE AT PROPOSED LOCATION. 2215SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE R7-T39 NO PARK UTILITY POLE SPLICE LOCATION 207 309 220 310 401 315 321309 336 STREET CLOSED R11-2 LOCAL ACCESS ONLY R5-133 LOCAL ACCESS ONLY R5-133 SH A T T U C K A V E S WH I T W O R T H A V E S ALLEY 15' X* X* ROAD WORK AHEAD W20-1 ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 SPEED LIMIT25 MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 311 SMITHERS AVE S, RENTON DESCRIPTION: ACCESS AERIAL SPLICE CASES FOR MAINTENANCE. 2216SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE UTILITY POLE SPLICE LOCATION 311 311 311 509 X* ROAD WORK AHEAD W20-1 STREET CLOSED R11-2 ALLEY STREET CLOSED R11-2 LOCAL ACCESS ONLY R5-133 LOCAL ACCESS ONLY R5-133PLACE SIGN AT ALLEY ENTRANCE PLACE SIGN AT ALLEY ENTRANCESTREET CLOSED R11-2 X* ROAD WORK AHEAD W20-1 10' CONTRACTOR TO NOTIFY PROPERTY OWNER OF TEMPORARY DRIVEWAY CLOSURE PRIOR TO CONSTRUCTIONMO R R I S A V E S PLACE W20-1 100' NORTH ON SOUTH BOUND SMITHERS AVE S PLACE W20-1 100' SOUTH ON NORTH BOUND SMITHERS AVE S PLACE W20-1 100' EAST ON WEST BOUND S 4TH ST PLACE W20-1 100' WEST ON EAST BOUND S 4TH ST 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. MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 340 MORRIS AVE S, RENTON DESCRIPTION: ACCESS AERIAL SPLICE CASES FOR MAINTENANCE. 2217SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE UTILITY POLE SPLICE LOCATION STREET CLOSED R11-2 501 344 340 341341 334 329 LOCAL ACCESS ONLY R5-133 PLACE SIGN AT ALLEY ENTRANCES PLACE W20-1 100' NORTH ON SOUTH BOUND SMITHERS AVE S PLACE W20-1 100' SOUTH ON NORTH BOUND SMITHERS AVE S STREET CLOSED R11-2 X* ROAD WORK AHEAD W20-1 S 4 T H S T ALLEY PLACE W20-1 100' NORTH ON SOUTH BOUND MORRIS AVE S PLACE W20-1 100' SOUTH ON NORTH BOUND MORRIS AVE S X* ROAD WORK AHEAD W20-1 LOCAL ACCESS ONLY R5-133 CONTRACTOR TO NOTIFY PROPERTY OWNERS OF TEMPORARY DRIVEWAY CLOSURES PRIOR TO CONSTRUCTION SPEED LIMIT 25 10' MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 341 SMITHERS AVE S, RENTON DESCRIPTION: ACCESS VAULT FOR MAINTENANCE. 2218SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE WORK AREA 625 330 X* ROAD WORK AHEAD W20-1 X* ROAD WORK AHEAD W20-1 X*X* ROAD WORK AHEAD W20-1W4-119L SMITHERS AVE S S 4 T H S T 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. 30' 8' 31' SPEED LIMIT 25 R9-11LSIDEWALK CLOSEDAHEAD CROSS HERE SIDEWALK CLOSED R9-9 PLACE AT INTERSECTION WITH <STREET> R9-11R SIDEWALK CLOSEDAHEAD CROSS HERE DETOURM4-9BR DETOURM4-9BL PLACE AT INTERSECTION WITH MORRIS AVE S PLACE AT INTERSECTION WITH MORRIS AVE S MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 330 SMITHERS AVE S, RENTON DESCRIPTION: ACCESS PEDESTAL FOR MAINTENANCE. 2219SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE LOCAL ACCESS ONLY R5-133 PLACE SIGN AT ALLEY ENTRANCES PLACE W20-1 100' NORTH ON SOUTH BOUND BURNETT AVE S PLACE W20-1 100' SOUTH ON NORTH BOUND BURNETT AVE S X* ROAD WORK AHEAD W20-1 S 4 T H S T ALLEY X* ROAD WORK AHEAD W20-1 LOCAL ACCESS ONLY R5-133 CONTRACTOR TO NOTIFY PROPERTY OWNERS OF TEMPORARY DRIVEWAY CLOSURES PRIOR TO CONSTRUCTION SPEED LIMIT25 STREET CLOSED R11-2 WORK AREA 330 320 339 PLACE W20-1 100' NORTH ON SOUTH BOUND SMITHERS AVE S PLACE W20-1 100' SOUTH ON NORTH BOUND SMITHERS AVE S 10' MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 332 BURNETT AVE S, RENTON DESCRIPTION: ACCESS VAULT FOR MAINTENANCE. 2220SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE FLAGGING STATION WORK AREA R7-T39 NO PARK UNIFORMED POLICE OFFICER SIGNALIZED INTERSECTION X* X* X*ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 X* X* X* ROAD WORK AHEAD W20-1 W20-7 BE PREPARED TO STOP W3-4 X*X*X* ROAD WORK AHEAD W20-1 W20-7 ONE LANE ROAD AHEAD W20-4 X*X*X* 502 410 707 707 707 332 339 ROAD WORK AHEAD W20-1 ONE LANE ROAD AHEAD W20-4 W20-7 50' 50' X * X * X* ROAD WORK AHEAD W20-1 W20-7 X* X* X* ROAD WORK AHEAD W20-1 BE PREPARED TO STOP W3-4 BE PREPARED TO STOP W3-4 W20-7 BURNETT AVE S HO U S E R W A Y S S 4 T H S T H O U S E R W A Y S 5' 5' SPEED LIMIT 25 14' 13' 17' UPO MUST ACTIVELY DIRECT NB AND SB TRAFFIC TO THEIR APPROPRIATE RECEIVING LANES AT THIS INTERSECTION 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. MFP26001636 SPENCER KARINIEMI TRAFFIC CONTROL SUPERVISOR 360-722-2852 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: MAINTENANCE HOURS OF TCP: 8AM-5PM 24 HR CONTACT: KEVIN HARMON CABLECOM 360.322.2805 KEVIN.HARMON@CABLECOMLLC.NET JOB NUMBER: JB0002439914 JOB ADDRESS: 408 SHATTUCK AVE S, RENTON DESCRIPTION: ACCESS SPLICE CASE FOR MAINTENANCE. 2221SHEET NUMBER OF 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 LEGEND TRAFFIC SAFETY DRUMS TEMP SIGN LOCATION WORK VEHICLE UTILITY POLE SPLICE LOCATION 450 450 450 418 425 419 417 409 408 400 LOCAL ACCESS ONLY R5-133 PLACE SIGN AT ALLEY ENTRANCE STREET CLOSED R11-2 PLACE W20-1 100' WEST ON EAST BOUND S 4TH ST ALLEY PLACE W20-1 100' EAST ON WEST BOUND S 4TH ST SPEED LIMIT 25 10' MFP26001636 SLIP-RESISTANT SURFACE PRE-DRILLED HOLES (TYP.) FOR RAILING ASSEMBLY ;... 1 x 4 EDGE BOARD WITH CONSTRUCTION ORANGE REFLECTORIZED SHEETING 3/4" (IN) PRESSURE TREATED PLYWOOD OR MARINE BOARD 1' - 6 1/2" 1' -2" (TYP.) 5' -0" 2' - 4 1/2" 2" (TYP.) BLOCKING (TYP.) 1' -2" (TYP.) TOP VIEW PLATFORM DETAIL 5' -0" 1' -1" L- 1' -2" (TYP.) 1' -1" 1' -2" 1' -2" 1' -2" 5" I I DOUBLE WIDE CORNER BRACKET (TYP.) _J ___ l:"':=""=~===:::i:::=====::::;;:-,~:;...;;.I-------, ~ N ~ N ~ (") ;... ~N~ - - -~ ~1/2"• 9/16" (IN) DIAM. HOLES ~ PRE-DRILLED FOR RAIL COLUMN ELEVATION FILE NAME C:\Users\BerensB\Desktop\TC-53.dgn TIME 1:28:49 PM DATE 419/2024 PLOTTED BY berensb DESIGNED BY ENTERED BY CHECKED BY PROJ. ENGR. REGIONAL ADM. REVISION DATE CONSTRUCTION ORANGE REFLECTORIZED SHEETING NOTES 1. ALL HOLES SHOWN SHALL BE DRILLED TO FACILITATE RE-USE AND FLEXIBLE EXPANSION.3/4" (IN) PRESSURE TREATED PLYWOOD OR MARINE BOARD 1 x 4 EDGE BOARD 2. SEE SHEET REFERENCE NO. WX-52 , FOR TEMPORARY PEDESTRIAN RAMP DETAILS. LO CONSTRUCTION ORANGE REFLECTORIZED SHEETING 1 x 4 EDGE BOARD DOUBLE WIDE CORNER BRACKET WITH 3/8" (IN) -16 x 1 1/2" (IN) HEX BOLT, STEEL (TYP.) CONNECTING J-BOLT ~ (1) 1/2" (IN) -13 x 6 J-BOLT, STEEL (1) 1 1/2" (IN) FLAT WASHER (1) 1/2" (IN) -13 HEX NUT, STEEL TEMPORARY PEDESTRIAN PLATFORM CONNECTING EYE BOLT~ (1) 1/2" (IN) -13 x 6 EYE BOLT, STEEL (1) 1 1/2" (IN) FLAT WASHER (1) 1/2" (IN) -13 HEX NUT, STEEL 3/4" (IN) PRESSURE TREATED PLYWOOD OR MARINE BOARD (TYP.) PLATFORM SUPPORT JOIST 9/16" (IN) DIAM. HOLES (TYP.) ~ PRE-DRILLED FOR RAIL COLUMN 3. THIS DESIGN ASSUMES OPTIMAL CONDITIONS AND A STANDARD CURB HEIGHT OF 6" (IN). INSTALLED RAMPS SHALL BE NO STEEPER THAN 12H : 1V, AND SHALL HAVE A CROSS-SLOPE OF 2% OR LESS. USE SHIMS OR GROUT AS REQUIRED TO ADJUST FOR EXISTING CONDITIONS AND TO PREVENT ROCKING. SHIMS SHALL BE NO HIGHER THAN 1" (IN), AND SHALL BE SECURED TO THE RAMP AND/OR PLATFORM. FOR CURBS SHORTER THAN 6" (IN), INSTALL A RAMP ON THE SIDEWALK, NO STEEPER THAN 12H : 1V, MADE OF GROUT OR AS APPROVED BY THE ENGINEER. ADJUSTMENTS TO THE PLATFORM DIMENSIONS SHOWN MAY BE REQUIRED TO MATCH EXISTING CONDITIONS. 4. SCREWS SHALL BE USED TO SECURE THE RAMP SURFACE. SPACING SHALL BE IN ACCORDANCE WITH THE CURRENT BUILDING CODE. TEMPORARY PEDESTRIAN RAMP 5. USE A SLIP-RESISTANT TREATMENT FOR SURFACE OF RAMP. CREWS (TYP.) SEE NOTE 3) ) TEMPORARY PEDESTRIAN RAMP~ SEE SHEET REFERENCE NO WZ-52 CONNECTING J-HOOK REGION STATE NO. FED.AID PROJ.NO. WAS JOB NUMBER CONTRACT NO. LOCATION NO. BY ISOMETRIC VIEW DETAIL 0 RAMP SUPPORT JOIST TEMPORARY PEDESTRIAN RAMP TEMPORARY PEDESTRIAN PLATFORM TEMPORARY PEDESTRIAN RAMP TEMPORARY PEDESTRIAN PLATFORM CONNECTING EYE BOLT 9/16" (IN) DIAM. HOLES (TYP.) ~ PRE-DRILLED FOR RAIL COLUMN SIDE VIEW CONNECTION DETAIL 6. ALL FASTENERS SHALL BE GALVANIZED. ISOMETRIC VIEW DUAL RAMP ISOMETRIC VIEW SINGLE RAMP Washington State Department of Transportation DATE P.E. STAMP BOX P.E. STAMP BOX DATE TEMPORARY PEDESTRIAN PLATFORM WITH EDGE BOARD Plot 1 PLAN REF NO TC-53 SHEET OF SHEETS MFP26001636 © 2026 Microsoft Corporation © 2026 Maxar ©CNES (2026) Distribution Airbus DS © 2026 TMAP MOBILITY Earthstar Geographics SIO © 2026 TomTom © 2026 Zenrin ADDRESS: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NAME: JB0002439914 RENTON - PRINTS DRAWING FILE LOCATION: Z:\SHARED\PROJECTS\CABLECOM\JB0002439914\JB0002439914_ROW\RENTON\1 - CAD\PRINTS\JB0002439914_PRINTS RENTON.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 4/24 - DESIGN VIEW 25/26 - TYPICALS SCOPE OF WORK CONSTRUCTION TO CONSIST OF ACCESS EXISTING COMCAST VAULT(S) FOR MAINTENANCE, ACCESS EXISTING COMCAST AERIAL SPLICE CASE(S) FOR MAINTENANCE, TRENCH PLACING NEW (1)-2" CONDUIT AND .625 COAX, PLACING NEW COMCAST SPH2436 PEDESTAL, ACCESS EXISTING COMCAST PEDESTAL(S) FOR MAINTENANCE, AND REPLACE EXISTING COMCAST AERIAL SPLICE CASE(S) AT PROPOSED LOCATIONS. ALL CONSTRUCTION AND RESTORATION TO MEET OR EXCEED CITY OF RENTON STANDARDS. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 261 SHEET NUMBER OF Know what's below. Call before you dig. R VICINITY MAP CONTACTS N O R T H 4 5 6 7 8 9 10 22 23 24 11 12 16 13 14 17 18 20 21 19 15 This 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 MFP26001636 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 262 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. MFP26001636 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 263 SHEET NUMBER OF Know what's below. Call before you dig. R LEGEND (XXX') N O R T H #F #F #F X X MFP26001636 RENTON AVENUE EXT RA I N I E R A V E S 033-1823059234 251 RAINIER AVE N AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 264 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. N O R T H PHOTO #1: FACING (S) ON THE (W) SIDE OF RAINIER AVE S. 1 1 1 MFP26001636 HAIDE AVE SW SW 2 N D S T S W V I C T O R I A S T 180 HARDIE AVE SW 033-1823059012 99 HARDIE AVE SW 033-1823059015 71 SW VICTORIA ST 033-1823059017 140 HARDIE AVE SW 033-1823059092 111 SW VICTORIA ST 033-1823059102 176 HARDIE AVE SW 033-1823059120 188 HARDIE AVE SW 033-1823059122 150 HARDIE AVE SW 033-1823059124 197 HARDIE AVE SW 033-1823059201 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 265 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #1: FACING (SE) ON THE (W) SIDE OF HAIDE AVE SW.PHOTO #2: FACING (NE) ON THE (W) SIDE OF HAIDE AVE SW. 2 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 2 2 2 2 1 2 MFP26001636 RAINIER AVE S 175 RAINIER AVE S 033-1823059082 033-1823059090 128 RAINIER AVE S 033-1823059112 124 RAINIER AVE S 134 RAINIER AVE S 033-1823059171 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 266 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (N) ON THE (E) SIDE OF RAINIER AVE S.PHOTO #2: FACING (NW) ON THE (W) SIDE OF RAINIER AVE S. 1 1 1 1 1 2 MFP26001636 RAINIER AVE S 275 RAINIER AVE S 033-1823059079 265 RAINIER AVE S 033-1823059213 261 RAINIER AVE S 033-1823059273 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 267 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. N O R T H PHOTO #1: FACING (W) ON THE (W) SIDE OF RAINIER AVE S. 1 1 1 MFP26001636 RA I N I E R A V E S S 3 R D S T 307 RAINIER AVE S 033-0007200190 300 RAINIER AVE S 033-0007200101 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 268 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H RESTORATION NOTES A RESTORE APPROXIMATELY 105' OF CONCRETE SIDEWALK (2-PANELS) IN ACCORDANCE TO COR STD PLAN NO. 102. PHOTO #1: FACING (S) ON THE (W) SIDE OF RAINIER AVE S.PHOTO #2: FACING (E) ON THE (S) SIDE OF S 3RD ST. 3 SPLICE AND TIE INTO EXISTING COMCAST VAULT. 4 TRENCH PLACING NEW (1)-2" CONDUIT AND .625 COAX. 5 PLACE NEW COMCAST SPH2436 PEDESTAL. B RESTORE SOFT SURFACE TO PRIOR CONDITIONS. 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. 1 3 5 8'10' 4' 12' 6' 6'B A 5 4 4 3 1 1 2 MFP26001636 RAINIER AVE S S 3 R D P L 375 RAINIER AVE S 033-0007200149 330 RAINIER AVE S 033-9228900005 300 RAINIER AVE S 033-0007200101 431 RAINIER AVE S 033-0007200209 440 RAINIER AVE S 033-1823059118 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 269 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (W) ON THE (W) SIDE OF RAINIER AVE S.PHOTO #2: FACING (NE) ON THE (E) SIDE OF RAINIER AVE S. 6 ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE. 1 6 1 1 6 2 MFP26001636 S 4TH PL RA I N I E R A V E S 50 4 R E N T O N C E N T E R W A Y S W 03 3 - 1 8 2 3 0 5 9 1 5 7 201 S 4TH PL 033-9228900065 203 S 4TH PL 033-9228900070 440 RAINIER AVE S 033-1823059118 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2610 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (E) ON THE (W) SIDE OF RAINIER AVE S.PHOTO #2: FACING (SW) ON THE (S) SIDE OF S 4TH PL. 1 1 1 2 MFP26001636 S 2ND ST 200 S 2ND ST 033-0007200131 033-0007200141 409 S TOBIN ST 033-0007200060 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2611 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #1: FACING (SE) ON THE (S) SIDE OF S 2ND ST. 6 ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE. 6 6 1 MFP26001636 S 2ND ST WH I T W O R T H A V E S 409 S TOBIN ST 033-0007200060 315 S 2ND ST 033-7841800085 419 S 2ND ST 033-1726100000 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2612 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (NE) ON THE (N) SIDE OF S 2ND ST.PHOTO #2: FACING (SE) ON THE (S) SIDE OF S 2ND ST. 6 ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE. 6 1 6 1 1 2 MFP26001636 SHATTUCK AVE S 220 SHATTUCK AVE S 033-0007200054 211 SHATTUCK AVE S 033-0007200172 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2613 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (NW) ON THE (W) SIDE OF SHATTUCK AVE S.PHOTO #2: FACING (NE) ON THE (E) SIDE OF SHATTUCK AVE S. 1 1 1 1 1 2 MFP26001636 SHATTUCK AVE S S 3 R D S T 212 S 3RD ST 033-0007200115 200 S 3RD ST 033-0007200119 300 S 3RD ST 033-0007200157 033-0007200184 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2614 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (NW) ON THE (W) SIDE OF SHATTUCK AVE S. 1 1 1 MFP26001636 WHITWORTH AVE S 419 S 2ND ST 033-1726100000 315 S 2ND ST 033-7841800085 215 WHITWORTH AVE S 033-7841800090 033-7841800105 220 WHITWORTH AVE S 033-7841800135 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2615 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (NE) ON THE (W) SIDE OF WHITWORTH AVE S. 1 1 1 MFP26001636 MORRIS AVE S 225 LOGAN AVE S 033-7243300000 211 MORRIS AVE S 033-7841800065 422 S 3RD ST 033-7841800165 221 MORRIS AVE S 033-7841800180 280 MORRIS AVE S 033-7841800183 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2616 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (W) ON THE (E) SIDE OF MORRIS AVE S.PHOTO #2: FACING (NE) ON THE (E) SIDE OF MORRIS AVE S. 11 1 2 1 1 MFP26001636 ALLEY 321 S 3RD ST 033-7841300005 315 S 3RD ST 033-7841300015 301 S 3RD ST 033-7841300020 033-7841300125 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2617 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (SW) IN THE MIDDLE OF ALLEY. 7 REPLACE EXISTING COMCAST AERIAL SPLICE CASE. 7 7 1 MFP26001636 ALLEY MO R R I S A V E S AL L E Y 509 S 3RD ST 033-7839800015 507 S 3RD ST 033-7839800016 306 MORRIS AVE S 033-7839800030 310 MORRIS AVE S 033-7839800050 314 MORRIS AVE S 033-7839800055 315 SMITHERS AVE S 033-7839800135 311 SMITHERS AVE S 033-7839800140 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2618 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (SE) ON THE (E) SIDE OF MORRIS AVE S.PHOTO #2: FACING (SW) IN THE MIDDLE OF ALLEY.PHOTO #3: FACING (SW) ON THE (E) SIDE OF ALLEY. 2 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 2 2 2 2 2 2 1 2 3 MFP26001636 S 4 T H S T ALLEY 400 SHATTUCK AVE S 033-7841300130 408 SHATTUCK AVE S 033-7841300140416 SHATTUCK AVE S 033-7841300145 417 WHITWORTH AVE S 033-7841300225 415 WHITWORTH AVE S 033-7841300230 409 WHITWORTH AVE S 033-7841300235 407 WHITWORTH AVE S 033-7841300245 AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2619 SHEET NUMBER OF Know what's below. Call before you dig. R #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES N O R T H PHOTO #1: FACING (SW) ON THE (E) SIDE OF ALLEY. 2 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 2 2 1 MFP26001636 S 4TH ST SM I T H E R S A V E S AL L E Y AL L E Y 320 SMITHERS AVE S 033-7839300275 330 SMITHERS AVE S 033-7839300285 340 SMITHERS AVE S 033-7839300295 033-7839300300 033-7839300305 339 BURNETT AVE S 033-7839300315 326 MORRIS AVE S 033-7839800070 334 MORRIS AVE S 033-7839800080 344 MORRIS AVE S 033-7839800090 335 SMITHERS AVE S 033-7839800110 329 SMITHERS AVE S 033-7839800120 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2620 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (SW) ON THE (E) SIDE OF ALLEY.PHOTO #2: FACING (SW) ON THE (E) SIDE OF ALLEY.PHOTO #3: FACING (NE) ON THE (N) SIDE OF S 4TH ST.PHOTO #4: FACING (W) ON THE (E) SIDE OF ALLEY. 2 ACCESS EXISTING COMCAST AERIAL SPLICE CASE FOR MAINTENANCE. 6 ACCESS EXISTING COMCAST PEDESTAL FOR MAINTENANCE. 2 2 1 6 2 2 1 6 1 2 3 4 MFP26001636 BURNETT AVE S S 4 T H S T R A I L R O A D 332 BURNETT AVE S 033-7231502300340 BURNETT AVE S 033-7231502320 033-7231502325 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2621 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (SE) ON THE (E) SIDE OF BURNETT AVE S. 1 1 1 MFP26001636 RAINIER AVE S 621 RAINIER AVE S 033-1823059123 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2622 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (N) ON THE (W) SIDE OF RAINIER AVE S. 1 1 1 MFP26001636 RAI N I E R A V E S HA R D I E A V E S W 707 RAINIER AVE S 033-1923059027 750 RAINIER AVE S 033-1923059035 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2623 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (SW) ON THE (W) SIDE OF RAINIER AVE S. 1 1 1 MFP26001636 S GRADY WAY 301 S GRADY WAY 033-1923059054 033-1923059074 1 S GRADY WAY 033-3340401630 #SYMBOL CORRESPONDS TO PHOTO LOCATIONS AND ORIENTATION. CONSTRUCTION NOTES 1 ACCESS EXISTING COMCAST VAULT FOR MAINTENANCE. AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2624 SHEET NUMBER OF Know what's below. Call before you dig. R N O R T H PHOTO #1: FACING (SW) ON THE (S) SIDE OF S GRADY WAY. 1 1 1 MFP26001636 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2625 SHEET NUMBER OF Know what's below. Call before you dig. R MFP26001636 TYPICALS AS-BUILT REVISIONS NO.DATEENGINEERDRAFTER ORIGINAL 1 2 PROJECT LOCATION: 307 RAINIER AVE S, RENTON, WA 98057 PROJECT NUMBER: JB0002439914 PERMIT NUMBER: ---- CABLECOM ENGINEER: KEVIN HARMON CONFIDENTIAL/ PROPRIETARY SDK GOR 03/27/26 ------------ ------------ 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 2626 SHEET NUMBER OF Know what's below. Call before you dig. R MFP26001636 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP26001636 (Date)(Signature) Page 2 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES