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Home My WebLink AboutMFP20001065.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP20001065 IVR Number: 20001065 Permit Informaon Permit Name:Comcast Cable Franchise Permit Address/Locaon :03/05/2020Application Date:1923059043Parcel Number:501 S GRADY WAY Permit Type:03/13/2020Issue Date:Franchise Permit Work Class:03/13/2021Expiration Date:Minor Utility Job Number:JB0000243628Franchise Type:Cable Description:Splicing at 501 S Grady Way Contacts Name Address PhoneTypeBilling Terri Coe Cannon Construction Inc B: (253) 922-2787 C: (360) 620-8811 Applicant Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact Cody Shackett Comcast Cable Communications Contact Michael Cannon Cannon Construction Inc 406 Porter Way Milton, WA 98354-9638 B: (253) 922-2787 C: (253) 588-4034 Contractor Business License Number: 20838Construction Contractor: CANNOCI055CS CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized Billing X General Condions & 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. This permit and plans must be posted at the job site at all times. 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 Trench Restoration and Street Overlay Requirements. 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. Call 8 1 1 to locate underground utilities at least two full business days prior to any excavation. 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 206.510.0575) (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. (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES MFP20001065Scott Warlick3/5/2020 MFP20001065Monday - Friday8:00AM - 3:00PMScott Warlick3/5/2020 SPLICING LOCATION 1 - COVER SHEET 2 -TCP THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES CONTACTS: PROJECT MAP: N SCOPE OF WORK: SHEET INDEX: -SPLICING AT (1) LOCATION CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST 707 S GRADY WAY STE #350 RENTON, WA 98057 CRISIS CONNECTIONS PC#500000 JB0000243628 METRO-E CANNON COMPANIES Cheryl Marat - (302)-383-2839 - cmarat@cannonconstructioninc.com COMCAST COMMUNICATION Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com MFP20001065 EOP EOP EOP EOP EOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOP EOP EOP EOP EOP S RENTON VILLAGE PL DRIVEWAY:601 S GRADY WAYDRIVEWAY:555 S RENTON VILLAGE PLW20-1 W20-1 W21-5 WT R2-1 N COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000243628CRISIS CONNECTIONS 707 S GRADY WAY RENTON WA 98057 TCP 2 2 3/2/2020 AH CM ALL CONTROL SET-UP, SIGN SPACING AND PROCEDURESWILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROLDEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSOADOPTED SPECIALIZED GUIDELINES FOR TRAFFIC CONTROLWITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONNEL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST THE DESIGNED TRAFFIC CONTROLS CONTAINED WITHIN THIS TCP WILL NOT BE IMPLEMENTED UNTIL APPROVED BY THE PUBLIC AUTHORITY HAVING JURISDICTION SITE SPECIFIC TRAFFIC CONTROL PLAN [UNDERGROUND WORK] CONTROL TYPE: SINGLE CLOSURE -LANE ROAD SITE NOTES: 1. MAINTAIN DRIVEWAY ACCESS AT ALL TIMES 2. PLACE TEMP "NO PARKING" SIGNS AT LEAST 72 HOURS PRIOR TO WORK 3. SIDE WALKS TO REMAIN OPEN DURING ROAD WORK, UNLESS NOTED OTHERWISE SIGN SPACING = X (FEET) FREEWAYS & EXPRESSWAYS 50/70 MPH 1500' +/-(OR AS PER MUTCO) RURAL HIGHWAYS 60/65 MPH 800' +/- RURAL ROADS 45/55 MPH 500' +/- RURAL ROADS & URBAN ARTERIALS 35/40 MPH 350' +/- RURAL ROADS & URBAN ARTERIALS RESIDENTAL & BUSINESS DISTRICTS URBAN STREETS 25 MPH OR LESS 100' +/- 25/30 MPH 200' +/- ALL SIGNS ARE 48"x48" BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED (1) ALL SIGN SPACING MAY BE ADJUSTED TO ACCOMMODATE INTERCHANGE RAMPS, AT GRADE INTERSECTIONS AND DRIVEWAYS. (2) THE SPACING MAY BE REDUCED IN URBAN AREAS TO FIT ROADWAY CONDITIONS. 10 105 150 205 270 450 500 550 --- 11 115 160 225 295 495 550 605 660 -- 12 125 180 245 320 540 600 660 720 780 840 LANE WIDTH 25 30 35 40 45 50 55 60 65 70 MINIMUM TAPER LENGTH IN FEET = L POSTED SPEED LIMIT (MPH) SPEED 25 30 35 45 50 55 155 200 250 360 425 495 570 LONGITUDINAL BUFFER SPACE = B LENGTH 40 305 60 65 70 780 840 ***TRAFFIC CONTROL ADDITIONAL NOTES *** - At aerial work, will be a moving traffic control setup -Will coordinate with business that will be affected by construction. -Will have Spotter on site to escort pedestrian through work zone. - All work will stop while pedestrians are escorted through work zones. -Will have no more than two work areas active at a time. -Work Areas will have 2-3 Man Work Crews with line truck. 2 MFP20001065 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 -OVERVIEW THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES 12 CT FIBER: 100 FT + 20% STORAGE = 120 FT CONTACTS: PROJECT MAP: *ALL FOOTAGES AND MATERIALS ARE ESTIMATED N SCOPE OF WORK: SHEET INDEX: BILL OF MATERIALS*: NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (0)= TOTAL FOOTAGE = 0 FT. 0 FT. 0 FT. 0 FT. 0 FT. 0 FT. PROJECT DESCRIPTION - ROW* NEW BUILDING PATH WAY = EXISTING BUILDING PATH WAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL FOOTAGE = 100 FT. 0 FT. 0 FT. 0 FT. 100 FT. PROJECT DESCRIPTION -SITE* TOTAL PROJECT FOOTAGE =100 FT. -TIE INTO SP.WAKV.0922 (IM.JB0000062174) -PLACE 1 14" INNERDUCT & PULL 12CT FROM 1ST FLOOR 3RD FLOOR TELCO ROOM -PLACE 1 14" INNERDUCT & PULL 12CT ABOVE DROP CEILING -PLACE NEW TERM PANEL IN CUSTOMER PLACED SERVER RACK. LEAVE COIL (LOCATION MAY BE SUBJECT TO CHANGE) -*SUITE STILL UNDER CONSTRUCTION* -*6' LADDER IS NEEDED* 707 S GRADY WAY STE #350 RENTON, WA 98057 CRISIS CONNECTIONS PC#500000 JB 0000243628 METRO E CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 COMCAST CANNON COMPANIES Cheryl Marat - (302)-383-2839 - cmarat@cannonconstructioninc.com COMCAST COMMUNICATION Danny Cooley - (253)-215-7020 - Danny_Cooley@comcast.com Business/Job Contact POC: Review _________________________ WORK AREA MORGAN FORD (CUSTOMER CONTACT) EMAIL: MFORD@CRISISLINC.NET EMAIL:MFORD@CRISISCONNECTIONS.ORG LARISA HAUSER (PROPERTY MANAGEMENT) EMAIL: LARISA@HAUSERPM.COM MFP20001065 N EOP FL P C S D G W TS T ST UT ROW DD DD DD DD EDGE OF PAVEMENT FOGLINE POWER COMMUNICATION SEWER DRAIN DRAINAGE DITCH GAS WATER TRAFFIC SIGNAL TELCOM STEAM UNKNOWN UTILITY RIGHT OF WAY TRAFFIC CONES PROPOSED NEW CONDUIT STRAW WATTLES P V LT CW R UTILITY POLE VAULT - SMALL PEDESTAL STREET LIGHT CROSSWALK LIGHT UTILITY RISER V VAULT - SMALL 444LA MANHOLE VAULT - 25TA CB CB CATCH BASIN CATCH BASIN WITH SOCK GLULAM UTILITY POLECENTER LINE LANE LINE FENCE HIGH VISIBILITY FENCE S SEWER MANHOLE D DRAIN MANHOLE W WATER MANHOLE V UTILITY VALVE SHRUBBERY BORE PIT VAULT - LARGE VAULT - 25TA C COMMUNICATION MANHOLE FIRE HYDRANT DISTANCE STATIONSTA 0+00 NOTE CALLOUT# X.X DISTANCE DIMENSION ASPHALT SURFACE CONCRETE SIDEWALK PANEL CONCRETE ROADWAY PANEL HF H-FRAME VAULT - LARGE CAB CABINET LEGEND LANE DIRECTION INDICATOR PROPOSED MARK-UP NOTATIONS RESTORATION TYPESEXISTING FEATURESLINE TYPES COMCAST SPLICE CASE OF DATE REVISION BY QC CANNON COMPANIES 0000243628CRISIS CONNECTIONS 707 S GRADY WAY STE 350 RENTON, WA 98057 LEGEND 2 4 3/3/20 AH PM MFP20001065 GENERAL NOTES STANDARD 1. THE LOCATIONS OF UTILITIES SHOWN ON THE PLANS ARE APPROXIMATE. ALL UTILITY LOCATIONS SHALL BE VERIFIED PRIOR TO CONSTRUCTION. THE CONTRACTOR, AT HIS OWN EXPENSE, SHALL MAKE EXCAVATIONS AND BORINGS AHEAD OF THE WORK, AS NECESSARY, TO DETERMINE THE EXACT LOCATIONS OF UTILITIES AND UNDERGROUND STRUCTURES. IT IS UNDERSTOOD THAT THERE WILL BE INTERFERING UTILITIES AND OTHER UNDERGROUND PIPES, DRAINS OR STRUCTURES ENCOUNTERED THAT ARE NOT SHOWN OR AREAS SHOWN INCORRECTLY ON THE PLANS OR THAT HAVE NOT BEEN PREVIOUSLY DISCOVERED IN THE FIELD. THE CONTRACTOR AGREES THIS IS A NORMAL AND USUAL OCCURRENCE IN THE CONSTRUCTION OF UNDERGROUND IMPROVEMENTS. FURTHERMORE, CONTRACTORS UNDERSTAND AND AGREE THAT WORK IN SOME CASES PROPOSED PATH MAYBE IN CLOSE PROXIMITY TO SAID UTILITIES AND UNDERGROUND PIPES, DRAINS AND STRUCTURES NOT SHOWN ON THE PLANS WHICH MAY REQUIRE A CHANGE IN OPERATIONS AND MAY CAUSE SLOUGHING OF THE TRENCH, ADDITIONAL TRAFFIC CONTROL, ADDITIONAL PAVEMENT AND BACKFILL COSTS AND TIME. THE CONTRACTOR AGREES THAT A REASONABLE NUMBER OF THESE OCCURRENCES IS USUAL AND ORDINARY, AND ARE REFLECTED IN THE BID AND PLAN OF OPERATION. THE CONTRACTORS AGREES TO PROVIDE FOR THESE CONFLICTS AND AGREES TO PROVIDE FOR A REASONABLE AMOUNT OF TIME FOR DESIGN CHANGES AND/OR UTILITY RELOCATIONS DUE TO SAID CONFLICTS. 2. CALL THE UTILITIES UNDERGROUND LOCATION CENTER AT 811 3. INSPECTIONS - THE CONTRACTOR SHALL NOTIFY LOCAL JURISDICTIONS FOR REQUIRED INSPECTION SERVICES. 4. EXCESS WATER - SHOULD WATER BE ENCOUNTERED DURING CONSTRUCTION, IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DEWATER, AS PER LOCAL JURISDICTIONS STANDARD SPECIFICATIONS, BEFORE CONSTRUCTION CONTINUES. 5. NO SILT LADEN WATER IS TO BE DISCHARGED FROM THE SITE WITHOUT PASSING THROUGH AN EROSION CONTROL SYSTEM. 6. THE CONTRACTOR SHALL SCHEDULE AND CONTROL HIS/HER WORK SO AS TO COMPLY WITH ALL APPLICABLE ORDINANCES TO PREVENT ANY HAZARDS TO PUBLIC SAFETY, HEALTH AND WELFARE. 7. ALL STREETS SHALL BE KEPT FREE OF DIRT AND DEBRIS ON A CONTINUOUS BASIS. 8. AN APPROVED COPY OF THESE PLANS WILL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9. THE CONTRACTOR SHALL BE SOLELY AND COMPLETELY RESPONSIBLE FOR THE CONDITIONS OF THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING THE PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. 10. PEDESTRIAN AND VEHICULAR ACCESS TO ADJACENT PROPERTIES SHALL BE MAINTAINED AT ALL TIMES EXCEPT WHERE PRIOR WRITTEN APPROVAL FROM THE PROPERTY OWNER HAS BEEN OBTAINED. 11. BARRICADE OPEN DEPRESSIONS AND HOLES OCCURRING AS PART OF THIS WORK, AND POST WARNING LIGHTS ON ADJACENT PROPERTIES WITH PUBLIC ACCESS. OPERATE WARNING LIGHTS DURING HOURS FROM DUSK TO DAWN EACH DAY AND AS OTHERWISE REQUIRED. 12. PROTECT STRUCTURES, UTILITIES, PAVEMENTS, AND OTHER FACILITIES FROM DAMAGE CAUSED BY SETTLEMENT, LATERAL MOVEMENT, UNDERMINING WASHOUT AND OTHER HAZARDS CREATED BY OPERATIONS UNDER THIS SECTION. TRAFFIC CONTROL 1. THE CONTRACTOR IS ADVISED THAT ALL LANE CLOSURES SHALL BE KEPT TO A MINIMUM. LOCAL JURISDICTIONS WILL APPROVE ONLY THOSE LANE AND ROADWAY CLOSURES DETERMINED TO BE NECESSARY FOR THE CONTRACTOR TO ACCOMPLISH A SPECIFIC TASK. NO LANE OR ROADWAY CLOSURES WILL BE PERMITTED WITHOUT PRIOR APPROVALS. 2. THE CONTRACTOR SHALL KEEP ALL TRAFFIC LANES AND SHOULDERS CLEAR OF EQUIPMENT AND MATERIALS DURING NON-WORKING HOURS. EQUIPMENT AND MATERIALS SHALL NOT BE STORED ON THE STREETS. THE CONTRACTOR'S EMPLOYEES AND AGENTS SHALL NOT PARK PRIVATE VEHICLES ALONG THE ROADWAY OR MEDIAN. SITE PREPARATION 1. SOD AND LAWN TO BE REMOVED SHALL BE CUT TO A NEAT VERTICAL LINE 6" MINIMUM BEYOND THE TRENCH LINE. SOD SHALL BE EITHER REMOVED FROM THE SITE, OR CAREFULLY STOCKPILED FOR REUSE. 2. SAW CUT PAVEMENT TO A NEAT VERTICAL LINE 8" TO 12" MINIMUM BEYOND THE TRENCH LINE. REPLACE PAVEMENT WITH LIKE MATERIAL (I.E., ASPHALT WITH ASPHALT, CONCRETE WITH CONCRETE). 3. EXCEPT AS NOTED HEREIN, ALL MATERIAL REMOVED SHALL BE TAKEN FROM THE SITE AND DISPOSED OF BY THE CONTRACTOR. TRENCH EXCAVATION AND BACKFILL 1. TRENCH BACKFILL - WHERE MATERIAL EXCAVATED FROM TRENCHES IS UNSUITABLE FOR BACKFILL, THE CONTRACTOR SHALL BACKFILL WITH BANK RUN GRAVEL OR MAY ELECT TO USE CDF IN LIEU OF THE COMPACTION/PROCTOR PROCESS. STONEWAY MIX 351 IS ACCEPTABLE IN ALL LOCATIONS. QUICK SETTING MIX 1004 IS ACCEPTABLE IN NON-TRAFFIC AREAS. MIX 1121 IS TO BE USED IN TRAFFIC-BEARING LOCATIONS. 2. COMPACTION, WHEN NECESSARY, SHALL BE PERFORMED IN ACCORDANCE WITH LOCAL JURISDICTION REQUIREMENTS. UTILITY DUCT 1. BURIED DUCT SHALL BE (1) 4" SCHEDULE 40 PVC, UNLESS NOTED OTHERWISE. MINIMUM CONDUIT COVER SHALL BE 36" WITH A MINIMUM SLOPE OF 1/2 % TO VAULT. 2. THOROUGHLY CLEAN CONDUIT BEFORE USING OR LAYING. DURING CONSTRUCTION AND AFTER THE DUCT LINE IS COMPLETED, PLUG ENDS OF CONDUITS TO PREVENT WATER WASHING INTO CONDUIT OR MANHOLES, TAKE PARTICULAR CARE TO KEEP CONDUITS CLEAR OF CONCRETE, DIRT AND ANY OTHER SUBSTANCE DURING THE COURSE OF CONSTRUCTION. 3. AFTER DUCT PLACEMENT HAS BEEN COMPLETED, PROOF AND CLEAN DEBRIS FROM EACH DUCT, ITS ENTIRE LENGTH. INSTALL PULL ROPE AND PLACE WATERTIGHT COMPRESSION PLUGS AT BOTH ENDS. ANY CONDUITS CONTAINING FIBER CABLE WILL REQUIRE SIMPLEX COMPRESSION PLUGS SEALING THE CONDUITS AROUND THE CABLE. 4. OUTSIDE INNERDUCT SHALL BE 1-1/4" OPTIC-GUARD NON-METALLIC FLEXIBLE, IN COLOR SUCH AS RED OR ORANGE, WITH PULL ROPES AND PLUGS. EXPOSED INNERDUCT INSIDE OF BUILDINGS SHALL BE PLENUM-RATED. CEMENT CONCRETE PAVEMENT 1. ALL CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED ACCORDING TO THE STANDARD SPECIFICATIONS OF EACH JURISDICTION. ASPHALT CONCRETE PAVEMENT 1. ALL ASPHALT CONCRETE PAVEMENT REMOVED OR DAMAGED BY THIS WORK SHALL BE REPLACED WITH CLASS B ASPHALT CONCRETE ACCORDING TO THE REQUIREMENTS OF EACH JURISDICTION. GRAVEL AREAS 1. ALL GRAVEL AREAS DAMAGED OR REMOVED BY THIS WORK SHALL BE REPLACED WITH CRUSHED SURFACING TOP COURSE IN ACCORDANCE WITH THE REQUIREMENTS OF EACH JURISDICTION. SITE RESTORATION 1. ALL DISTURBED OR DAMAGED AREAS SHALL BE RESTORED TO A CONDITION EQUAL TO, OR BETTER THAN, THAT WHICH EXISTED PRIOR TO PLACEMENT OF THE CONDUIT AND STRUCTURES. 2. VEGETATION REMOVED FOR THIS WORK SHALL BE REPLACED WITH IN-KIND PLANT MATERIAL AND SHALL BE PROPERLY PLANTED AND WATERED IN TO ENSURE ITS SURVIVAL. 3. SITE RESTORATION SHALL INCLUDE REPLACING EXISTING CABLING AND PULL ROPES IN EXISTING CONDUITS AS THEY EXISTED PRIOR TO CONSTRUCTION. WATER QUALITY 1. CONSTRUCTION ACTIVITIES OCCURRING ADJACENT TO STORM DRAINAGE STRUCTURES SHALL COMPLY WITH THE STATE OF WASHINGTON'S WATER QUALITY STANDARDS 2. THE CONTRACTOR SHALL LIMIT THE USE OF PETROLEUM PRODUCTS ON THE SITE. DIRECTIONAL BORING 1. WHEN BORING ROADWAYS, INSTALL (1) 4" SCHEDULE 40 PVC CONDUIT WITH PULL ROPES AND PLUGS. 2. PROTECT EXISTING UTILITIES -- COORDINATE WITH LOCAL JURISDICTIONS TO POTHOLE AS REQUIRED TO LOCATE EXISTING UTILITIES. FIRE PROTECTION 1. ALL INSTALLED BACKBOARDS SHALL BE PAINTED WITH FIRE-RESISTANT PAINT. 2. ALL FIRE SEALED DUCT ENDS AND CORES SHALL BE 2 HOUR FIRE-RATED. ALL FIRE SEAL IN EXISTING LOCATIONS SHALL BE REPAIRED OR REPLACED UPON DUCT OR CABLE PLACEMENT. AERIAL INSTALLATION 1. ALL AERIAL CONSTRUCTION IS TO BE PERFORMED TO INDUSTRY ACCEPTABLE STANDARDS. 2. ALL NEW AERIAL (AND EXISTING) CABLE HEIGHTS OF ATTACHMENT TO BE DOCUMENTED AT TIME OF CONSTRUCTION. 3. 6.35 MM STRAND TO BE USED WITH STANDARD 1/4" POLE LINE HARDWARE UNLESS OTHERWISE SPECIFIED. BOND STRAND TO POWER MAIN WHERE APPLICABLE. 4. ALL ANCHORS TO BE USED WILL BE 3/4" SCREW TYPE. 5. IT IS THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN AND FOLLOW ALL NESC CODES ALONG WITH APPLICABLE LOCAL AND REGIONAL GOVERNING AUTHORITIES. ANY DISCREPANCIES BETWEEN THESE AUTHORITIES AND OR THE CONSTRUCTION PERMITS IS TO BE VALIDATED WITH THE DESIGNER OR ENGINEER PRIOR TO CONSTRUCTION. COMCAST OF DATE REVISION BY QC CANNON COMPANIES 0000243628CRISIS CONNECTIONS 707 S GRADY WAY STE 350 RENTON, WA 98057 GENERAL NOTES 3 4 3/3/20 AH PM MFP20001065 12CT TIE INTO SP.WAKV.0922 (IM.JB0000062174). PLACE 1 14" INNERDUCT & PULL 12CT FROM 1ST TO 3RD FLOOR TELCO ROOMS 1ST FLOOR TELCO ROOM 67' 33' VERTICAL 2ND FLOOR TELCO ROOM 3RD FLOOR TELCO ROOM 3RD FLOOR SERVER ROOM IN CUSTOMER SUITE 350 PLACE NEW TERM PANEL IN CUSTOMER PLACED SERVER RACK. LEAVE COIL (LOCATION MAY BE SUBJECT TO CHANGE) *PLEASE NOTE SUITE STILL UNDER CONSTRUCTION* PLACE 1 1 4" INNERDUCT & PULL 12CT ABOVE DROP CEILING 707 S GRADY WAY S GR A D Y W A Y TALBOT RD SCOMCAST N LEGEND BUILDING PATH EXISTING U/G PATH LOCKBOX EXISTING RISER NEW VAULT/PEDESTAL EXISTING VAULT/PEDESTAL NEW BORE U/G PATH NEW TRENCH U/G PATH AERIAL POLE EXISTING AERIAL PATH R25' NEW AERIAL PATH OF DATE REVISION BY QC CANNON COMPANIES 0000243628CRISIS CONNECTIONS707 S GRADY WAY STE 350 RENTON, WA 98057 OVERVIEW 4 4 3/3/20 AB CM MFP20001065