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Home My WebLink AboutMFP20001951.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP20001951 IVR Number: 20001951 Permit Information Permit Name: AT&T Franchise Permits Address/Location:04/29/2020Application Date:9228900070Parcel Number: 203 S 4TH PL Permit Type:05/12/2020Issue Date:Franchise Permit Work Class:05/12/2021Expiration Date:Major Utility Job Number: 19-170 - AT&T fiber pullFranchise Type:Telephone Description: AT&T to proof and pull 408ct fiber in existing occupied conduit. Contacts Name Address PhoneTypeBilling Kyle Conn Cannon Construction Inc Applicant Greg Robert AT&T 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: 20838Electrical Contractor: CANNOCI873CL Construction Contractor: CANNOCI055CS DSB COMMERCIAL PROPERTIES L 95 S TOBIN ST SUITE 201 RENTON , WA 98905 Owner Cliff Roberts AT&T Corp 11241 Willow Rd, 130 Redmond, WA 98052 Specialized Billing X 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 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 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. Ÿ (Date)(Signature) Page 1 of 1THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES Scott WarlickJustin Johnson5/12/20205/12/2020MFP20001951 Monday - Friday8:00AM - 3:00PMScott Warlick CED5/12/2020MFP20001951 19-170 MFP20001951 Work Hours:6am To 6pmMonday-FridayMFP20001951 Work Hours:6am To 6pmMonday-FridayMFP20001951 Work Hours:6am To 6pmMonday-FridayMFP20001951 5 6 7 8 9 5 THIS IS PROPRIETARY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED CANNON COMPANIES CONTACTS: PROJECT MAP: N CANNON Sam Sartain-253-363-7384 saratain@cannonconstructioninc.com AT&T Greg Roberts-206-496-7976 gr255y@att.com 1 - COVER SHEET 2 -LEGEND 3 -GENERAL NOTES 4 -OVERVIEW 5-9 -DESIGN 408 CT FIBER: 2025 FT + 20% STORAGE = 2430 FT *ALL FOOTAGES AND MATERIALS ARE ESTIMATED 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. 2025 FT. 0 FT. 2025 FT. PROJECT DESCRIPTION - ROW* NEW BUILDING PATH WAY = EXISTING BUILDING PATH WAY = NEW UNDERGROUND = EXISTING UNDERGROUND = TOTAL FOOTAGE = 0 FT. 0 FT. 0 FT. 0 FT. 0 FT. PROJECT DESCRIPTION -SITE* TOTAL PROJECT FOOTAGE =2025 FT. -PROOF & PULL (1) 408CT FIBER THROUGH EXISTING OCCUPIED CONDUIT 203 S 4TH PL RENTON, WA 98057 AT&T FIBER PULL 19-170 CANNON COMPANIES SAFETY | QUALITY | INTEGRITY | TEAMWORK Connecting The Future Since 1985 MFP20001951 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 OF DATE REVISION BY QC CANNON COMPANIES 19-170AT&T RENTON TO TUKWILA AUGMENT 203 S 4TH PLRENTON, WA 98057 LEGEND 2 9 8/12/2019 DRAFTED BASE W/ GIS REF.MK SS MFP20001951 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. OF DATE REVISION BY QC CANNON COMPANIES 19-170AT&T RENTON TO TUKWILA AUGMENT 203 S 4TH PLRENTON, WA 98057 GENERAL NOTES 3 9 8/12/2019 DRAFTED BASE W/ GIS REF.MK SS MFP20001951 PROOF & PULL (1) 408CT FIBER THROUGH EXISTING OCCUPIED CONDUIT N OF DATE REVISION BY QC CANNON COMPANIES 19-170AT&T RENTON TO TUKWILA AUGMENT 203 S 4TH PLRENTON, WA 98057 OVERVIEW 4 9 8/12/2019 DRAFTED BASE W/ GIS REF.MK SS MFP20001951 400 315 321 ROW ROW ROWROWROWEOP EOP EOP EOP EOPEOPEOP EOP EOPMH N SEE SHEET 6MATCHLINE OF DATE REVISION BY QC CANNON COMPANIES 19-170AT&T RENTON TO TUKWILA AUGMENT 203 S 4TH PLRENTON, WA 98057 DESIGN 5 9 8/12/2019 DRAFTED BASE W/ GIS REF.MK SS PROOF & PULL (1) 408CT FIBER THROUGH EXISTING OCCUPIED CONDUIT EXISTING MANHOLE 745'FIBER TIE IN LOCATION MFP20001951 200 212 300 211 322 220 215 316 211 222 ROW ROW ROWROWROWROWROWROWROW ROW ROWROWROWROWROWEOP EOPEOPSHATTUCK AVE SSHATTUCK AVE SN OF DATE REVISION BY QC CANNON COMPANIES 19-170AT&T RENTON TO TUKWILA AUGMENT 203 S 4TH PLRENTON, WA 98057 DESIGN 6 9 8/12/2019 DRAFTED BASE W/ GIS REF.MK SS(745')PROOF & PULL (1) 408CT FIBER THROUGH EXISTING OCCUPIED CONDUIT SEE SHEET 5MATCHLINE SEE SHEET 7MATCHLINE MFP20001951 315 205 220 207 201 319 301 305 309 325 ROWROWROW ROWROWROWROW ROW ROWROWROWROWROWROWROW EOPEOP EOPEOPEOPMHSHATTUCK AVE SS 3RD ST S 3RD PL S 3RD ST N OF DATE REVISION BY QC CANNON COMPANIES 19-170AT&T RENTON TO TUKWILA AUGMENT 203 S 4TH PLRENTON, WA 98057 DESIGN 7 9 8/12/2019 DRAFTED BASE W/ GIS REF.MK SS(745')PROOF & PULL (1) 408CT FIBER THROUGH EXISTING OCCUPIED CONDUIT 880'PROOF & PULL (1) 408CT FIBER THROUGH EXISTING OCCUPIED CONDUIT EXISTING MANHOLE SEE SHEET 6MATCHLINE SEE SHEET 8MATCHLINE MFP20001951 407 440 314 414 408 415 404 327 416 416 409 408 400 417 406 336 ROWROWROWROWROW ROW ROW ROWROWROWROWROWROWROWEOPEOPEOPEOPEOPEOPEOPSHATTUCK AVE SSHATTUCK AVE SSHATTUCK AVE SS 4TH PL N OF DATE REVISION BY QC CANNON COMPANIES 19-170AT&T RENTON TO TUKWILA AUGMENT 203 S 4TH PLRENTON, WA 98057 DESIGN 8 9 8/12/2019 DRAFTED BASE W/ GIS REF.MK SS(880')PROOF & PULL (1) 408CT FIBER THROUGH EXISTING OCCUPIED CONDUIT SEE SHEET 7MATCHLINE SEE SHEET 9MATCHLINE MFP20001951 ROWROWEOP EOPMH 424 432 425 430 450 419 420418 433 231 241 ROWROWROWROWEOP EOPROWROWROWROWROWROWEOPEOPEOPSHATTUCK AVE SSHATTUCK AVE SS 4TH PL ROWROWROWROWMH N OF DATE REVISION BY QC CANNON COMPANIES 19-170AT&T RENTON TO TUKWILA AUGMENT 203 S 4TH PLRENTON, WA 98057 DESIGN 9 9 8/12/2019 DRAFTED BASE W/ GIS REF.MK SS(880')PROOF & PULL (1) 408CT FIBER THROUGH EXISTING OCCUPIED CONDUIT EXISTING MANHOLE SEE SHEET 8MATCHLINE 400'EXISTING MANHOLE MFP20001951 MFP20001951