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Home My WebLink AboutMFP17005660DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Franchise Permit: MFP17005660 IVR Number: 17005660 Permit Informa!on Permit Name:Comcast Cable Franchise Permit Address/Loca!on:11/29/2017Applica!on Date:0923059116Parcel Number:850 MONROE AVE NE Permit Type :11/30/2017Issue Date:Franchise Permit Work Class:11/30/2018Expira!on Date :Minor U$lity Job Number:265329Franchise Type :Cable Descrip!on:Joint trench. Builder to place 3 4" conduits in the ROW for comcast to place cable later . Restora$on per City of Renton standards . Contacts Name Address PhoneTypeBilling Comcast Cable Communica$on Management & Comcast Cable Holding B: (215) 665-1700Applicant Tom Donnelly Comcast Business Communica$ons LLC 1701 J: Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact Sco> Nall SEFNCO Communica$ons Inc 2904 4th Ave NE Puyallup, WA 98372 B: (877) 385-2903 C: (253) 444-9057 Contractor Business License Number: BL.041108Construc!on Contractor : SEFNCCI850QD 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 Specialized Billing X General Condi!ons & 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: www.MyBuildingPermit.com 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 425.457.5816) 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 MFP17005660Restoration per City of Renton Standards.Scott Warlick11/29/2017Justin Johnson11-30-2017 MFP17005660Justin Johnson11-30-2017 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQC850 MONROE AVE NERENTON, WA265329TCP-11 211/28/2017PERMITMNRK COMCAST 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 #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 [ PROPOSED: OVERLASH / EXISTING PULL-THRU ] CONTROL TYPE: SINGLE LANE CLOSURE - 5 LANE ROAD MONROE AVE NE MFP17005660 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQC850 MONROE AVE NERENTON, WA265329TCP-12 211/28/2017PERMITMNRK COMCAST 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 #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'5 9+..%10(14/6152'%+(+%#6+10556#6'&+06*' ('&'4#./#07#.1070+(14/'&64#((+%%10641. &'8+%'5 /76%& %+6+'5#0&8#4+175/70+%+2#.+6+'5/#;*#8'#.51 #&126'&5'2%+#.+<'&)7+&.+0'5(1464#((+%%10641. 9+6*+06*'+4,74+5&+%6+10+6+56*'4'52105+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 [ PROPOSED: OVERLASH / EXISTING PULL-THRU ] CONTROL TYPE: SINGLE LANE CLOSURE - 5 LANE ROAD MONROE AVE NE MFP17005660 V V R SCOPE OF WORK: SHEET INDEX: 1 - COVER SHEET 2 - NOTES & LEGEND SHEET 3 - DETAILS SHEET 4 - DESIGN. BILL OF MATERIALS*: CONTACTS: PINES AT THE HIGHLANDS THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONS PROJECT MAP: COVER EXISTING U/G = 350FT ---------------------------------------------------------------------------------------------- TOTAL = 350 FT PROJECT DESCRIPTION* 850 MONROE AVE NE RENTON, WA SEFNCO RICK KERN *ALL FOOTAGES AND MATERIALS ARE ESTIMATED "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQC850 MONROE AVE NERENTON, WA265329PERMIT1 411/28/2017PERMITMNRKCOMCAST COMCAST JT# 265329 BUILDER TO PLACE 3- 4" CONDUITS IN THE ROW FOR COMCAST TO PLACE CABLE LATER APPROX. 350' OVERLASH 343FT MFP17005660 NOTES & LEGEND "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQC850 MONROE AVE NERENTON, WA265329PERMIT2 411/28/2017PERMITMNRK6 ROW R PROPOSED VAULT PROPOSED BORE PIT STREET/SIGNAL/TRAFFIC LIGHT CONSTRUCTION NOTE CATCH BASIN FIRE HYDRANT EXISTING POLE W/ NEW RISER BUILDING OUTLINE TRAFFIC FLOW LANDSCAPING/TREE POTHOLE LOCATION CHANNELIZATION 5+39 STATIONING (xxx') OPEN TRENCH PROPOSED DIRECTIONAL DRILL EXISTING PULL THRU PROPOSED BORE PROPOSED OPEN TRENCH (xxx') EXISTING PULL THRU (xxx') BORE (xxx') DIRECTIONAL DRILLRIGHT-OF-WAY CENTERLINE TRAFFIC LANE FENCE STORM DRAIN MANHOLE COMMUNICATIONS WATER SEWER POWER GAS D CB S C GAURD RAIL AERIAL STRAND FIBER PLACEMENT NOTES: GENERAL NOTES: DISCLAIMER: 1.IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONTRACTOR TO VERIFY ALL RIGHT OF WAY BEFORE CONSTRUCTION IS TO BEGIN. NO UNDERGROUND INSTALLATION REPRESENTED WITHIN THESE PLAN SHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF WAY. 2.THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAY VARY ONCE UTILITIES HAVE BEEN FIELD LOCATED. 3.ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLY DETERMINED DURING CONSTRUCTION AND IS COLLECTED IN THE AS-BUILT PHASE. 1.CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURS PRIOR TO CONSTRUCTION ACTIVITY SEE LOCAL DIRECTORY FOR CONTACT TELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY. 2.CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT EVERY WORK POLE, MANHOLE, FIBER STORAGE LOOP AND TAIL LOCATION. CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCE NUMBERS AT PROJECT COMPLETION. 3.SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BE DETERMINED ON CONSTRUCTION DRAWINGS, HOWEVER, REEL LENGTHS OF FIVE HUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREE HUNDRED FEET (300') OR LESS ON SMALL COUNT FIBER ARE DIFFICULT TO USE AND SHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED. 4.FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORK POLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE CASES AND WHERE INDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BE READ FROM THE GROUND. 5.CABLE LUBRICATION SHALL BE USED TO REDUCE PULLING TENSION. LUBRICANTS MUST NOT CONTAIN ANY PETROLEUM PRODUCTS. 6.A 100 FOOT FIBER COIL MUST REMAIN IN ALL VAULTS UNLESS OTHERWISE NOTED. 7.ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITH WARNING TAPE AND A TRACER WIRE, AT RISER POLES THE LOCATE WIRE SHALL BE ACCESSIBLE AT THE BASE OF THE RISER. 8.ALL RISERS WILL BE CAPPED AT ALL TIMES. 9.ALL FIBER SHALL BE MARKED AS TO DIRECTION IN EACH VAULT. RED-NORTH, GREEN-SOUTH,YELLOW-EAST, AND BLUE-WEST. DO NOT TAPE FIBER CABLES TOGETHER IN RISER. 1. ALL VAULTS / HANDHOLES TO BE EQUIPPED WITH SECURITY LIDS WITH LOCKING BOLTS. 2. GROUND RESTORATION/RIGHT-OF-WAY SHALL BE RESTORED TO ORIGINAL OR BETTER CONDITION. 3. ALL 90 DEGREE BENDS IN CONDUIT CONSTRUCTION WILL BE A MINIMUM OF 36" RADIUS UNLESS SPECIFIED OTHERWISE. 4. BURIED FIBER OPTIC WARNING SIGNS SHALL BE PLACED AT EACH SIDE OF ALL ROAD CROSSINGS, AT CULVERTS, DITCHES AND IN A STRAIGHT LINE OF SIGHT SPACING OF APPROXIMATELY 500 FEET. 5. DEVIATIONS FROM THE ENGINEERED ROUTE REQUIRES A PROJECT MANAGER AND RIGHT-OF-WAY OWNER OR CARETAKER APPROVAL PRIOR TO CONSTRUCTION. 6. WHERE PERMITS FROM STATE, COUNTY, CITY, RAILROAD OR GOVERNMENT AGENCIES ARE REQUIRED, ALL WORK PERFORMED WILL COMPLY WITH THESE AGENCIES STANDARD SPECIFICATIONS. 7. THE PROJECT MANAGER WILL NOTIFY BUILDING MANAGEMENT WHEN WORK WILL BEGIN ON BUILDING. CONTRACTOR TO COORDINATE ROOM ACCESS AND WORK START AND STOP TIMES WITH BUILDING MANAGEMENT. 8. THE PROJECT MANAGER IS TO BE NOTIFIED BY THE CONTRACTOR 24 HOURS PRIOR TO CONSTRUCTION. SEE COMPANY CONTACT LIST FOR CONTACT NAME(s) AND TELEPHONE NUMBER(s). 9. THE PROJECT MANAGER WILL RESERVE THE RIGHT TO INSPECT AT ANY TIME THE WORK BEING PERFORMED BY THE CONTRACTOR. IF PROJECT MANAGER DETERMINES THAT THE WORK IS NOT BEING PERFORMED TO MINIMUM QUALITY STANDARDS, THEN THE CONTRACTOR SHALL PROVIDE REWORK AT HIS OWN COST. 10. ANY CHANGE IN PROJECT SCOPE, INCLUDING BUT NOT LIMITED TO, CONDUIT LENGTH, CONDUIT PATH, AERIAL PATH ETC., MUST BE APPROVED BY THE PROJECT MANAGER. 11. ALL CORING/CONSTRUCTION THAT WILL CAUSE NOISE AND/OR VIBRATION SHALL BE DONE WITHIN ALLOWED (9AM-3PM) BUSINESS HOURS. 12. ANY AND ALL UNDERGROUND UTILITIES ENCOUNTERED ARE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE, PROTECT, AND REPAIR, IF DAMAGED. 13. ALL FOOTAGES ARE BASED ON FIELD GATHERED MEASUREMENTS, AS SUCH SOME VARIANCE SHOULD BE ANTICIPATED. ADJUST AS NEEDED. 14. ALL BURIED CONDUIT/CABLE WILL BE PLACED AT 36" MINIMUM COVER. SITE HAS POTENTIAL FOR ROCK THAT WOULD PREVENT THE ABILITY TO PROVIDE THE MINIMUM COVER. IN CASES WHERE THE MINIMUM COVER CAN NOT BE ACHIEVED, THE CONDUIT SHALL BE PLACED IN A SCH 40 EMT SLEEVE OR APPROVED EQUIVALENT. 15. WATER, SEWER, STORM SEWER AND EASEMENT LOCATIONS ARE BASED OFF OF CITY MAPS, NOT FIELD VERIFIED. 16. BORING OF AC PAVING IS REQUIRED AT ALL LOCATIONS AS INDICATED ON PLANS. 17. AT NO TIME SHALL CURBS, GUTTERS OR HANDICAP BE DISTURBED. 18.DOOR HANGERS ARE TO BE PLACED A MINIMUM OF 72 HOURS PRIOR TO START OF CONSTRUCTION. 19. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGE BOARDS STATING LANE CLOSURES, AND DELAYS A WEEK IN ADVANCE. LOCATION OF THE MASSAGE BOARD SHALL BE COORDINATED WITH THE CITY INSPECTOR AT THE PRE-CONSTRUCTION MEETING. 20. LANE CLOSURES CANNOT EXCEED MORE THAN 300 FT. AT A TIME. FOR SAFETY PURPOSES THERE SHALL BE ONLY ONE CLOSURE AT A TIME ALONG INTERNATIONAL BLVD. MORE FLAGGERS WILL BE NECESSARY TO HELP VEHICLES AND PEDESTRIANS IN THE WORK ZONES DURING THE LANE CLOSURES. LEGEND: V U U U U U U U U U U S W P C G D COMCAST MFP17005660 NO SCALE "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQC850 MONROE AVE NERENTON, WA265329PERMIT3 411/28/2017PERMITMNRKTRENCHMANHOLEUTILITY CROSSING TYPICAL POT HOLE REPAIR DETAILPOT HOLE REPAIRTYPICAL VAULT DETAIL 13" 17" 14" 12" 3" 19"22" 18" PROPOSED FIBER EXISTING GROUND EXISTING UTILITY POLE TYPE C STEEL-TO-STEEL ADAPTER TYPICAL POLE RISERS (2) 4"Ø 3'R, 90° STEEL (1) 10' NOTCHED & (1) 10' STEEL CONDUIT SECTIONS 15" HDG POLE BRACKET W/ PIPE CLAMP (B2017 BY POWER-STRUT OR EQUAL) 4" MIN. OFFSET FROM POLE TYPE C STEEL-TO-STEEL ADAPTER. CAP (1) 4"Ø AT 10'.22' (TYP.)24' (TYP.)HEIGHT VARIES(1) 10' NOTCHED STEEL CONDUIT SECTION POLE RISERVAULTTYPICAL DETAILS 4 5/8" DIA. LIFTING INSERTS ROUND ACCESS COVER 4 3/4" KNOCKOUTS 4 EACH SIDE 2 1/2"Ø GROUND ROD KNOCKOUTS VAULT NO. 444-LA 2,280 LBS. OPTIONAL PULLING IRON1 EACH SIDE TYPICAL MANHOLE DETAIL NO. 3806 6" RISER 280 LBS. 6" 4 - "C" CHANNELS 24" LG. LIFT HOLE 1 1/2" DIA. EACH SIDE LADDER RUNG GROOVES PLACE 8' GROUND ROD W/CLAMP AND ATTACH 10' OF #6 COPPER WIRE. LEAVE 4" OUT OF BOTTOM OF VAULT. 4'-0"38" DIA.LIFT INSERTS 3-5/8" DIA.46" DIA.4'-0" 42" 42" 42" 4'-0" 30"x10" FLANGE DOWN 30"Ø CLEAR OPENING 800 LBS. 6" MAGNETIC LOCATOR TAPE (ENTIRE TRENCH LENGTH) TYPICAL TRENCH DETAIL EXISTING SURFACE CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. PROPOSED CONDUIT BACKFILL COMPACTED TO 90% OF MAXIMUM RELATIVE DENSITY OR STONEWAY MIX 1004. COMPACT TO 95% UNDER ROADWAYS OR STONEWAY MIX 351 OR 1121. SURFACE RESTORATION TYPICAL UTILITY CROSSING DETAIL COMCAST MFP17005660 V V R "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQC850 MONROE AVE NERENTON, WA265329PERMIT4 411/28/2017PERMITMNRKCOMCAST 1 CONSTRUCTION NOTES TIE IN SPLICE 2 2 PLACE 3- 4" CONDUITS IN THE ROW 3 END OF DESIGN 3 1 MFP17005660