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HomeMy WebLinkAboutMFP20000434.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Major Franchise Permit: MFP20000434 IVR Number: 20000434 Permit Information Permit Name: Comcast Cable Franchise Permit Address/Location:01/30/2020Application Date:3323059073Parcel Number: 18613 124TH AVE SE Permit Type:04/09/2020Issue Date:Franchise Permit Work Class:04/09/2021Expiration Date:Major Utility Job Number: JB#170094Franchise Type:Cable Description: Comcast proposes to overlash 48ct fiber on existing system. APPROVED WITH COMENTS OR REDLINES Contacts Name Address PhoneTypeBilling Ashley Kiehn Sefnco Communications 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 Scott Nall SEFNCO Communications Inc 2904 4th Ave NE Puyallup, WA 98372 B: (877) 385-2903 C: (253) 444-9057 Contractor Business License Number: 41108Construction 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 H: (425) 741-5733Specialized 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 DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Page 1 of 1 | Published: 1/2/2019 Planning Division | 1055 South Grady Way, 6th Floor | Renton, WA 98057 | 425-430-7200 Email: franchisepermits@rentonwa.gov Website: rentonwa.gov FRANCHISE PERMIT APPLICATION Published: 1/2/2019 TO THE APPLICANT: Submit an electronic copy of the plans with the Franchise Permit Application and the Site Specific Traffic Control Application to franchisepermits@rentonwa.gov. Permit cost is $630.00. Inspection fee for trenching more than 60 lineal feet or installation of 6 or more poles will be billed at $60.00 per hour. Franchise Agency: Franchise Job Number: Phone: Contact Name: Email: Job Site Address: Project Name: Description of Work: Please check all that apply: ☐New Construction ☐Repair/Relocate ☐Underground ☐Overhead ☐Sidewalk ☐Street ☐Open Trench ☐ Bore # of feet: Contractor Name: Phone: State Contractors License #: City of Renton Business License #: “I certify that I am the owner or applicant’s authorized agent and do hereby agree to abide to the terms and conditions set forth under this permit and shall comply with the City of Renton’s Trench Restoration and Street Overlay Requirements. ” Signature Date INSPECTIONS SHALL BE REQUESTED 24 HOURS PRIOR TO COMMENCEMENT OF ALL WORK BY CALLING THE INSPECTION LINE AT 425-430-7203 OR BY GOING TO MYBUILDINGPERMIT.COM Jobs are required to be called in for job start, re-inspection and project final. Re-inspection fees are billed at $125/hour. All Pre-Construction meetings shall be scheduled at a maximum of 14 days prior to the job start date. Plan Review/Development Engineering Date Approved as submitted Pre-Construction Meeting required Site Construction Inspector Date Approved with comments or redlines Camera inspection of utilities required Development Engineering Manager Date COMCAST CABLE COMMUNICATIONS MANAGEMENT, LLC JB #170094 OWEN SHACKETT 18613 124TH AVE SE COMCAST PROPOSES TO OVERLASH 48CT FIBER ON EXISTING SYSTEM. (253)999-2271 OWEN_SHACKETT@COMCAST.COM CEDAR RIVER X 5,589' SEFNCO COMMUNICATIONS (253)999-2271 SEFNCC1850QD BL.029666 DEPARTMENT OF PUBLIC WORKS Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 1 of 2 | Published: 1 //2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 1 //2019 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL NO LATER THAN FIVE (5) WORKING DAYS BEFORE THE DATE OF WORK. The City of Renton requires any contractor, firm, corporation, or other public/private agency to prepare a TCP and obtain City of Renton's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. TO THE APPLICANT: Submit the TCP application form and required submittal documents to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name]” or the above address. The following items, electronic copies preferred, are all required for submittal of the TCP Application: 1. A copy of the Traffic Control Plan (TCP) Application form. 2. A copy of the required TCP layout, preferred 11” X 17” paper size format, which shall: Include map(s) showing the location of the project and work area. Be legible lettering and clear, contrasting, symbols of viewing or printing. Must indicate street names, and north arrow and scale. All signs and detour routes shall conform to the MUTCD, WSDOT TCPs, and the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. Types of plans required: Work hour plan – show all mobility impacts during construction hours. Non-work plan - show all mobility impacts after work hours when limited or no work is happening in the right-of-way (ROW), if applicable. Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. Pedestrian access/detour plan, if applicable. Project Name: ______________________________________________ Permit #: _____________________ Project Address: ____________________________________________________________________________ Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Description of Work, Work Schedule, Equipment Used: _____________________________________________ ___________________________________________________________________________________________ ___________________________________________________________________________________________ Construction Company: ________________________________________ Phone/Cell: (_____) _____-________ Applicant Name: _________________________________ Email: ______________________________________ Business Address: _________________________________ City/State: __________________ Zip: __________ Approved By: _______________________________________________ Date: ________________________ Transportation Operations Engineering ÝÛÜßÎ Î×ÊÛÎ ïèêïí ïîìÌØ ßÊÛ Û ÌÞÜ ÌÞÜ èßÓ ìÐÓ ÝÑÓÝßÍÌ ÐÎÑÐÑÍÛÍ ÌÑ ÑÊÛÎÔßÍØ ìèÝÌ Ú×ÞÛÎ ÑÒ ÛÈ×ÍÌ×ÒÙ ÍÇÍÌÛÓ ËÍ×ÒÙ ß Ô×ÒÛ ÌÎËÝÕò ÍÛÚÒÝÑ ÝÑÓÓËÒ×ÝßÌ×ÑÒÍ îëí ççç îîéï ßÍØÔÛÇ Õ×ÛØÒ ßÍÕ×ÛØÒàÍÛÚÒÝÑòÝÑÓ ìêïð ÌßÝÑÓß ßÊÛ ÍËÓÒÛÎ çèíçð Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 1 //2019 APPLICANT AGREES TO ALL THE FOLLOWING: TCP must be approved prior to commencing the work, and all permit conditions shall be met. Existing pedestrian access shall be maintained. The work on pedestrian facilities shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians. Signage shall be used to warn motorcyclists/bicyclists of the potential hazards on any uneven surfaced or slippery road conditions during work and non-work hours. The start of Work Time begins when any street or travel lane is fully/partially closed or impacts the follow of traffic. This includes set up within the traveled way or immediately adjacent to the roadway. Emergency services (253-852-2121) shall be notified twenty-four (24) hours before any street or lane closures. Contractor or entity must call Renton School District (425-204-4455) or any public/private agency, including public transit, to be affected by a temporary lane or road closure. TCP for all street and/or lane closures shall be implemented and performed in compliance with the Manual on Uniform Traffic Control Devices (MUTCD) and/or State of Washington Department of Transportation (WSDOT) and all traffic regulations of the City of Renton and Revised Code of Washington (RCW). Any lane or street closures not in conformance with the approved traffic control plan and/or without notification of emergency services may result in receiving a citation for violation of RCW 47.36.200 Signs or Flaggers at thoroughfare work sites and RCW 9A.36.050 Reckless Endangerment, and other applicable State and City codes. Indemnify and hold harmless the City of Renton from any and all claims, actions, and judgments, including all costs of defense and attorney’s fees incurred in defending against same, arising from and related to implementation of the approved traffic control plans including claims arising from towing of private vehicles and the acts of the Applicant’s agents and employees. The City of Renton shall be entitled, in its reasonable discretion, to settle claims prior to suit or judgment, and in such event shall indemnify and hold harmless the City for any such claims paid, including the City’s reasonable attorney’s fees and litigation costs incurred resulting from such claim. In the event any claim or suit is brought against the City within the scope of this Agreement, Applicant will pay for legal counsel chosen by the City to defend against same. Flagger and sign placement are subject to revision by the City Inspector on site, if needed to address traffic or pedestrian safety or travel. Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council. Approved Temporary TCP must be at the work site during work hours. Complete assistance and accommodation shall be provided to all kinds of pedestrian traffic when sidewalk or walkway is impeded to safely redirect pedestrians around a work zone. Any vehicle, equipment, barricade, or portable tow-away sign used within the work area must display a company logo or any legally acceptable sign showing the company name, address, and telephone number at a conspicuous place on the vehicle or equipment. In the case of Temporary No Parking Zones, all the following apply in addition to previous: Contractor must complete form to show limits of Temporary No Parking Zone identifying barricade locations for vacate parking or curb lane usage. Contractor must post notice of dates and time of Temporary No Parking Zone with at least two signs per block seventy-two (72) hours in advance of effective date and time. The cover sheet of this TCP form must be attached to each Temporary No Parking Sign on the project site. Temporary traffic control devices must be removed immediately when work is done or no construction activities are going on. If deemed abandoned, City crews will remove and store them at the City’s maintenance shop (3555 NE 2nd Street; 425-430-7423). _______________________________ _______________________________ _______________________ Applicant’s Signature Print Name Date ßÍØÔÛÇ Õ×ÛØÒ ïñîçñîðîð 1/11 2 3 4 5 6 7 8 9 10 12 13 14 15 16 17 18 19 20 21/24 23 22 SCOPE OF WORK: SHEET INDEX: 1 - COVER SHEET 2 -NOTES & LEGEND SHEET 3 - DETAILS SHEET 4-27 -TRAFFIC CONTROL PLANS CONTACTS: CEDAR RIVER THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONSPROJECT MAP:-OVERLASH (1) 48 CT FIBER COVER NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (0)= TOTAL FOOTAGE = 0 FT. 5564 FT. 0 FT. FT. 25 FT. 5589 FT. PROJECT DESCRIPTION* 18613 124TH AVE SE SEFNCO MARK LEE 253-244-1611 *ALL FOOTAGES AND MATERIALS ARE ESTIMATED "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT1 27MM-DD-YYPERMITXXXXXXCOMCAST COMCAST NOTES & LEGEND "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT2 27MM-DD-YYPERMITXXXXXX6 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 STORM DRAIN GRATES MANHOLE COVERS TRAFIC SIGN NO SCALE "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT3 27MM-DD-YYPERMITXXXXXXTYPICAL DETAILS COMCASTTRENCH MANHOLEUTILITY 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 dzW/>WK>Z/^Z^;ϮͿϰΗT  5ƒ 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 $'$37(5&$3  ‘$7 22' (TYP.)24' (TYP.)HEIGHT VARIES(1) 10' NOTCHED STEEL CONDUIT SECTION POLE RISERVAULT4 5/8" DIA. LIFTING INSERTS ROUND ACCESS COVER 4 3/4" KNOCKOUTS 4 EACH SIDE ‘*5281' 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" LIFT INSERTS3-5/8" DIA. 4'-0" 42" 42" 42" 4'-0" 30"x10" FLANGE DOWN ‘&/($523(1,1* 800 LBS. 6" MAGNETIC LOCATOR TAPE (ENTIRE TRENCH LENGTH) TYPICAL TRENCH DETAIL EXISTING SURFACE CONTRACTOR TO VERIFY SPECIFICATION WITH LOCAL JURISDICTION. PROPOSED CONDUIT BACKFILL COMPACTED TO 90% OF MAXIMUM RELATIVE DENSITY OR STONEWAY MIX 1004. COMPACT TO 95% UNDER ROADWAYS OR STONEWAY MIX 351 OR 1121. SURFACE RESTORATION TYPICAL UTILITY CROSSING DETAIL 116TH AVE SESE 184TH ST PRIVATE RD FLAGGERFLAGGERFLAGGERR2-1 11' "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP14 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS 116TH AVE SEFLAGGERFLAGGERR2-1 11' "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP25 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0'9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS 116TH AVE SESE 182TH ST FLAGGERFLAGGERFLAGGERR2-1 11' "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP36 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS 116TH AVE SESE 182TH ST FLAGGERFLAGGERFLAGGERR2-1 11' "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP47 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'59+..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS 116TH AVE SESE 180TH ST FLAGGERFLAGGERR2-1 11' "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP58 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS 116TH AVE SEPRIVATE RD SE 180TH ST SE 180TH ST FLAGGERFLAGGERR2-1 11' "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP69 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%10641.5'6Ä725+)052#%+0)#0&241%'&74'59+..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS 116TH AVE SEPRIVATE RD PRIVATE RD SE 180TH ST FLAGGERSE 180TH STFLAGGER FLAGGERFLAGGERR2-1 11' "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP710 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0'9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS 116TH AVE SESE 178TH PL PRIVATE RDFLAGGER FLAGGERFLAGGERR2-1 11' "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP811 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0'9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS 116TH AVE SESE 178TH PL R2-1 11' "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP912 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0'9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SE PETROVITSKY RD 116TH AVE SEPRIVATE RD PRIVATE RD R2-1 11' "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1013 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0'9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS 116TH AVE SESE 184TH ST PRIVATE RD FLAGGERPRIVATE RDFLAGGERFLAGGERR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1114 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS PRIVATE RD118TH AVE SEFLAGGERFLAGGERR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1215 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SE 184TH ST118TH AVE SE118TH AVE SEFLAGGERFLAGGERR2-1 FLAGGERFLAGGER"DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1316 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SE 184TH ST FLAGGERFLAGGERR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1417 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SE 184TH ST 120TH AVE SER2-1 FLAGGERFLAGGERFLAGGERFLAGGER"DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1518 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SE 184TH ST120TH AVE SER2-1 FLAGGERFLAGGERFLAGGERFLAGGER"DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1619 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SE 184TH ST 121TH AVE SEPRIVATE RDFLAGGERFLAGGERFLAGGERR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1720 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SE 184TH ST121TH AVE SEPRIVATE RDFLAGGERFLAGGERFLAGGERR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1821 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SE 184TH ST FLAGGERFLAGGERR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP1922 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SE 184TH ST 124TH AVE SESE 184TH S T 124TH AVE SEFLAGGERFLAGGERR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2023 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SE 184TH ST 124TH AVE SESE 184TH S T 124TH AVE SEFLAGGERFLAGGERFLAGGERFLAGGERR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2124 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0' 9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS 124TH AVE SEFLAGGERFLAGGERR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2225 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0'9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS FLAGGERFLAGGER124TH AVE SER2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2326 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0'9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS 124TH AVE SESE 184TH S T 124TH AVE SEFLAGGERFLAGGERFLAGGERR2-1 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP2427 27MM-DD-YYTRAFFIC CONTROL PLANXXXXXXCOMCAST 5+)052#%+0): (''6 (4''9#;5 ':24'559#;5/2*ž Ä 14#52'4/76%1 474#.*+)*9#;5/2*ž Ä 474#.41#&5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5/2*ž Ä 474#.41#&5 74$#0#46'4+#.5 4'5+&'06#. $75+0'55&+564+%65 74$#0564''65/2*14.'55ž Ä /2*ž Ä #..5+)05#4'Z$.#%-1014#0)'70.'5516*'49+5'&'5+)0#6'& (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. Ä Ä Ä Ä Ä  .#0'9+&6* /+0+/7/6#2'4.'0)6*+0(''6. 2156'&52''&.+/+6 /2* 52''&  .10)+67&+0#.$7(('452#%'$ .'0)6*     #..%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+$+.+6;1( 6*'10Ä5+6'64#((+%%10641.2'4510#.615''+(#0& #0;52'%+#.%10&+6+105':+56 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 NOTE 1 - THIS IS A MOBILE PROJECT, EACH SITE WILL BE WORKED ON SEPARATELY - DRIVEWAYS WILL MAKE ACCESSIBLE WHILE WORK IS IN PROGRESS SCOPE OF WORK: SHEET INDEX: 1 -COVER SHEET 2 -NOTES & LEGEND SHEET 3 -DETAILS SHEET 4-13 - PROPOSED CONSTRUCTION 14-16 - TRAFFIC CONTROL PLANS BILL OF MATERIALS*: CONTACTS: CEDAR RIVER THIS IS PROPRITORY INFORMATION AND NOT MEANT FOR GENERAL PUBLICATION. ALL RIGHTS RESERVED SEFNCO COMMUNICATIONSPROJECT MAP:-TIE IN CASE SPWAKV.0002 (KV05S.1A) -OVERLASH (1) 48 CT FIBER COVER NEW AERIAL = OVERLASH = NEW UNDERGROUND = EXISTING UNDERGROUND = RISER (1)= TOTAL FOOTAGE = 0 FT. 5564 FT. 0 FT. 0 FT. 25 FT. 5589 FT. PROJECT DESCRIPTION* 18613 124TH AVE SE 5589 FT - 48 CT FIBER SEFNCO JEREMIAH COUSINS 253-329-4632 *ALL FOOTAGES AND MATERIALS ARE ESTIMATED "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISION BYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT1 1606-20-16PERMITCD ML COMCAST COMCAST 4 5 6 7 8 9 10 11 12 13 NOTES & LEGEND "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT2 1606-20-16PERMITCDML6 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 NO SCALE "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT3 1606-20-16PERMITCDMLTRENCHMANHOLEUTILITY 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 INSERTS3-5/8" 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 SELECT LOGO FROM PULL DOWN ROWROWROWROWROWROWROWROW ROW ROW ROW ROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW 212'EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLSE PETROVITSKY RD 11603 17610 17616 17702 17709 TIE IN CASE SPWAKV.0002(KV05S.1A) 11525 116TH AVE SE5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 1PSE 316501-166562 T SECONDARY 30 9 N/A STREET LIGHT 28 7 N/A COMCAST 24 9 N/A TELCO 23 3 N/A FIBER 25 9 N/A 4 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" 2PSE 316479-166562 D SECONDARY 24 4 N/A COMCAST 22 0 N/A TELCO 22 7 N/A FIBER 24 0 N/A "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT4 1606-20-16PERMITCDMLCOMCAST 2 2 TIE IN CASE SPWAKV.0002 (KV05S.1A)1 OVERLASH (1) 48 CT FIBER CONSTRUCTION NOTE: 1 ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW172'100'144'EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSE 178TH PL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL17721 17718 17727 17803 17811 17814 17827 17827116TH AVE SE4 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" 3PSE F: 316467-166563 T COMCAST 22 5 N/A TELCO 21 3 N/A FIBER 24 3 N/A FIBER 23 5 N/A UMAP: 316457-166562 6 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" '" 4PSE NO TAG D SECONDARY 30 1 N/A STREET LIGHT 27 7 N/A COMCAST 22 8 N/A TELCO 21 0 N/A FIBER 24 1 N/A FIBER 20 10 N/A 5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 5PSE 316439-166562 T SECONDARY 29 7 N/A COMCAST 23 9 N/A TELCO 21 4 N/A FIBER 24 8 N/A FIBER 24 5 N/A "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT5 1606-20-16PERMITCDMLCOMCAST 2 2 2 TIE IN CASE SPWAKV.0002 (KV05S.1A)1 OVERLASH (1) 48 CT FIBER CONSTRUCTION NOTE: ROWROWROWROWROWROWROWROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW88'64'132'72'204'EOPEOPEOPEOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSE 180TH PL SE 180TH STFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL17906 17914 17913 17905 1162017917 17925 11454 18000 18002116TH AVE SE5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 6PSE 316413-166561 D SECONDARY 24 1 N/A COMCAST 18 3 N/A TELCO 16 8 N/A FIBER 20 5 N/A FIBER 19 4 N/A 4 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" 7PSE F: 316413-166561 T COMCAST 22 3 N/A TELCO 21 1 N/A FIBER 23 3 N/A FIBER 22 8 N/A UMAP: 316403-166561 6 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" '" 8PSE 316397-166561 D SECONDARY 26 11 N/A STREET LIGHT 25 11 N/A COMCAST 21 5 N/A TELCO 19 3 N/A FIBER 23 8 N/A FIBER 22 6 N/A 6 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" '" 9PSE 316391-166561 D SECONDARY 29 10 N/A STREET LIGHT 29 0 N/A COMCAST 24 3 N/A TELCO 23 4 N/A FIBER 25 11 N/A FIBER 25 3 N/A 6 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" '" 10PSE 316381-116560 T NEUTRAL 34 0 N/A SECONDARY 27 7 N/A COMCAST 22 0 N/A TELCO 21 3 N/A FIBER 24 3 N/A FIBER 23 0 N/A "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT6 1606-20-16PERMITCDMLCOMCAST 2 2 2 TIE IN CASE SPWAKV.0002 (KV05S.1A)1 OVERLASH (1) 48 CT FIBER CONSTRUCTION NOTE: ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW222'126'90'123'EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPSE 182ND ST FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL 18002 18004 18006 11451 18033 18115 18125 11456 18128 18134116TH AVE SE5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 11PSE 316371-166560 D SECONDARY 26 10 N/A COMCAST 20 2 N/A TELCO 19 3 N/A FIBER 22 3 N/A FIBER 21 8 N/A 5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 12PSE 316362-166560 D SECONDARY 26 3 N/A COMCAST 20 2 N/A TELCO 19 0 N/A FIBER 22 7 N/A FIBER 21 6 N/A 5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 13PSE 316350-166560 T SECONDARY 30 4 N/A COMCAST 26 6 N/A TELCO 25 0 N/A FIBER 26 11 N/A FIBER 26 3 N/A "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT7 1606-20-16PERMITCDMLCOMCAST 2 2 2 TIE IN CASE SPWAKV.0002 (KV05S.1A)1 OVERLASH (1) 48 CT FIBER CONSTRUCTION NOTE: ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW139'66'76'133'51'EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL FL FL FL FL FL FL FL FL FL FL FL FL FL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL11455 18204 18220 18225 18311 18306 18226116TH AVE SE6 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" '" 14PSE 316327-16559 D SECONDARY 33 0 N/A STREET LIGHT 29 3 N/A COMCAST 24 4 N/A TELCO 23 1 N/A FIBER 26 6 N/A FIBER 25 9 N/A 5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 15PSE 316321-166559 D SECONDARY 30 7 N/A COMCAST 23 0 N/A TELCO 23 0 N/A FIBER 25 4 N/A FIBER 24 0 N/A 4 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" 16PSE 316296-166559 D COMCAST 23 5 N/A TELCO 21 5 N/A FIBER 26 0 N/A FIBER 25 2 N/A 4 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" 17PSE 316296-166559 D COMCAST 22 10 N/A TELCO 21 8 N/A FIBER 23 9 N/A FIBER 23 4 N/A 6 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" '" 18PSE 316279-16658 D SECONDARY 25 10 N/A STREET LIGHT 23 10 N/A COMCAST 21 11 N/A TELCO 20 2 N/A FIBER 21 11 N/A FIBER 21 6 N/A 5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 19PSE 316274-166558 D SECONDARY 26 1 N/A COMCAST 20 11 N/A TELCO 19 0 N/A FIBER 22 3 N/A FIBER 21 9 N/A "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT8 1606-20-16PERMITCDMLCOMCAST 2 2 2 2 TIE IN CASE SPWAKV.0002 (KV05S.1A)1 OVERLASH (1) 48 CT FIBER CONSTRUCTION NOTE: ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW ROW ROWROWROWROW ROW ROW ROW ROW ROWROWROWROWROWROWROWROWROW 106'120'87'174'176'126'SE 184TH ST62'EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPFLFLFLFLFLFLFLFLFLFLFL FLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFLFL11626 18311 18329 1840818504 11619 11625 11637 11638 11648 11656 11649 18415116TH AVE SE5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 20PSE 316274-166558 D SECONDARY 26 9 N/A COMCAST 21 4 N/A TELCO 19 5 N/A FIBER 22 8 N/A FIBER 22 2 N/A 6 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" '" 21PSE 316260-166558 D SECONDARY 27 2 N/A STREET LIGHT 25 4 N/A COMCAST 22 0 N/A TELCO 19 0 N/A FIBER 23 2 N/A FIBER 22 5 N/A 3 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" 22PSE F: NOT TAG D SECONDARY 26 11 N/A COMCAST 18 7 N/A TELCO 17 6 N/A UMAP: 316260-166574 5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 23PSE 316260-166586 D NEUTRAL 26 0 N/A SECONDARY 26 0 N/A STREET LIGHT 24 3 N/A COMCAST 21 0 N/A TELCO 20 0 N/A 3 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" 25PSE F: NO TAG D NEUTRAL 25 0 N/A COMCAST 21 0 N/A TELCO 19 11 N/A UMAP: 316259-166607 3 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" 24PSE 316259-166595 D SECONDARY 23 11 N/A COMCAST 20 7 N/A TELCO 18 9 N/A "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT9 1606-20-16PERMITCDMLCOMCAST 2 2 2 2 TIE IN CASE SPWAKV.0002 (KV05S.1A)1 OVERLASH (1) 48 CT FIBER CONSTRUCTION NOTE: ROWROWROW ROW ROW ROW ROW ROW ROW ROW ROW ROW ROWROWROWROWROWROW ROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROWROW186'166'167'159'118TH AVE SE120TH AVE SESE 184TH STEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP11805 11804 11810 11840 11844 11854 11811 11817 11825 11841 18405 5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 26PSE 316259-166618 D NEUTRAL 24 8 N/A SECONDARY 24 0 N/A STREET LIGHT 23 5 N/A COMCAST 19 7 N/A TELCO 18 3 N/A 3 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" 27PSE 316259-166636 D SECONDARY 28 0 N/A COMCAST 19 7 N/A TELCO 18 6 N/A 4 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" 28PSE F: 316678-166778 D NEUTRAL 27 11 N/A SECONDARY 27 11 N/A COMCAST 20 0 N/A TELCO 18 9 N/A UMAP: 316258-166671 5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 29PSE F: NO TAG D NEUTRAL 26 4 N/A SECONDARY 26 4 N/A COMCAST 18 1 N/A TELCO 17 3 N/A FIBER 23 2 N/A UMAP: 316257-166688 5 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" '" '" 30PSE F: 316257-166733 D NEUTRAL 28 6 N/A SECONDARY 27 6 N/A STREET LIGHT 24 0 N/A COMCAST 22 0 N/A TELCO 21 1 N/A UMAP: 316258-166710 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT10 1606-20-16PERMITCDMLCOMCAST 2 2 2 TIE IN CASE SPWAKV.0002 (KV05S.1A)1 OVERLASH (1) 48 CT FIBER CONSTRUCTION NOTE: ROW ROW ROW ROW ROW ROW ROW ROWROWROW ROWROW ROW ROW ROW ROWROWROWROWROWROWROWROWROWROWROWROWROW223'211'231' SE 184TH ST121ST PL SEEOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP 12007 12017 18260 12018 12025 12037 12047 18347 18348 3 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" 31PSE F: 316258-166710 D SECONDARY 25 2 N/A COMCAST 19 6 N/A TELCO 18 7 N/A UMAP: 316257-166733 3 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" 32PSE 316257-166733 D SECONDARY 29 5 N/A COMCAST 20 2 N/A TELCO 19 1 N/A 2 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" 33PSE 316257-166754 D COMCAST 22 11 N/A TELCO 21 10 N/A "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT11 1606-20-16PERMITCDMLCOMCAST 2 2 3 2 TIE IN CASE SPWAKV.0002 (KV05S.1A)1 OVERLASH (1) 48 CT FIBER CONSTRUCTION NOTE: 149'205'201'140'263'124TH AVE SEEOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOP EOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP12243 12255 18401 12405 12429 12431 18415 12429 18441 GRAVELEOPSE 184TH ST 3 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" 34PSE 316256-166783 D SECONDARY 30 8 N/A COMCAST 20 8 N/A TELCO 19 6 N/A 3 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" 35PSE 316256-166795 D SECONDARY 29 7 N/A COMCAST 21 11 N/A TELCO 20 5 N/A 3 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" 36PSE 316256-166815 D SECONDARY 28 1 N/A COMCAST 21 9 N/A TELCO 20 8 N/A 3 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" 37PSE F: NO TAG D SECONDARY 24 5 N/A COMCAST 17 8 N/A TELCO 18 5 N/A 2 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" 38PSE F: NO TAG D COMCAST 20 8 N/A TELCO 24 2 N/A UMAP: 316235-166814 UMAP: 316220-166814 "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT12 1606-20-16PERMITCDMLCOMCAST 2 2 2 2 2 TIE IN CASE SPWAKV.0002 (KV05S.1A)1 OVERLASH (1) 48 CT FIBER CONSTRUCTION NOTE: 198'124TH AVE SEEOPEOPEOPEOPEOPEOPEOPEOPEOPEOP18441 18451 18601 18613 GRAVEL25'COMCAST V RISER DOWN. ROW DESIGN ENDS, SEE SITE DESIGN 3 OWNER: POLE#: CLASS/HT: POLE TYPE: - ATTACHMENTS - - MAKE READY - HEIGHT '" '" '" 39PSE 316201-166313 D NEUTRAL 24 8 N/A COMCAST 22 0 N/A TELCO 21 9 N/A "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912PERMIT13 1606-20-16PERMITCDMLCOMCAST 2 2 TIE IN CASE SPWAKV.0002 (KV05S.1A)1 OVERLASH (1) 48 CT FIBER CONSTRUCTION NOTE: "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP114 1606-20-16PERMITCDMLALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 COMCAST 64#((+%%10641.2.#0 =#'4+#.914-?%10641.6;2'5+0).'.#0'%.1574'ÄÄ.#0'41#& "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP215 1606-20-16PERMITCDMLALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 COMCAST 64#((+%%10641.2.#0 =#'4+#.914-?%10641.6;2'5+0).'.#0'%.1574'ÄÄ.#0'41#& "DELIVERING EXCELLENCE" SEFNCO COMMUNICATIONS OFDATEREVISIONBYQCCEDAR RIVER18613 124TH AVE SEJT#195912TCP316 1606-20-16PERMITCDMLALL CONTROL SET-UP, SIGN SPACING AND PROCEDURES WILL CONFORM TO SPECIFICATIONS STATED IN THE FEDERAL MANUAL ON UNIFORMED TRAFFIC CONTROL DEVICES (M.U.T.C.D) CITIES AND VARIOUS MUNICIPALITIES MAY HAVE ALSO ADOPTED SEPCIALIZED GUIDLINES FOR TRAFFIC CONTROL WITHIN THEIR JURISDICTION. IT IS THE RESPONSIBILITY OFTHE ON-SITE TRAFFIC CONTROL PERSONAL TO SEE IF ANDANY SPECIAL CONDITIONS EXIST 6*'&'5+)0'&64#((+%%10641.5%106#+0'&9+6*+0 6*+56%29+..016$'+/2.'/'06'&706+.#22418'& $;6*'27$.+%#76*14+6;*#8+0),74+5&+%6+10 COMCAST 64#((+%%10641.2.#0 =#'4+#.914-?%10641.6;2'5+0).'.#0'%.1574'ÄÄ.#0'41#& SEFNCO COMMUNICATIONS 4610 TACOMA AVE SUMNER WA, 98390 January 29, 2020 City of Renton 1055 South Grady Way Renton, WA 98057 RE: Aerial Variance Request for JB#170094 To whom it may concern, SEFNCO Communications has been contracted to design and engineer this project on behalf of Comcast Cablevision. Comcast is applying for a variance request in order to upgrade their existing facilities. Comcast proposes to overlash to on existing system with 48CT fiber for ~5,564’. Comcast is requesting that the City of Renton approve this variance request based on the fact that the requirements for undergrounding this proposed over-lash will not cause substantial adverse impacts to other person or entities in the immediate area and will cause undue hardship. 1. Installation of undergrounding facilities will increase the total cost of construction roughly 15- 25 times the amount of an aerial over-lash on the existing Comcast strand. 2. Potential damage to underground facilities will be increased. 3. Over-lash will not cause substantial adverse impact to other persons or entities in the immediate area. Over-lashing the cable will be accomplished in a few days, and the residents will not notice any impact. Comcast will clean up the over-lashed spans as necessary and identify and remove any existing dead cables along this route. 4. The variance is necessary to prevent and undue hardship due to the increased construction costs if forced to install the proposed extension underground. 5. The granting of the variance will not be materially detrimental to the public welfare because Comcast does agree to underground the cable system, but they are waiving the obligation into the future when all other utilities are underground to prevent an undue hardship against Comcast currently. Upon the granting of the Variance, Comcast will coordinate construction and traffic control as per your requirements. Comcast and their contractors want to cooperate at the highest level and agree to adhere to all provisions and requirements set forth by the City of Renton to insure safe installation and maintenance of the proposed facilities. If you have any further questions regarding this project please contact Jeremiah Cousins at (253)329- 4632. Thank you for your consideration in this matter. Ashley Kiehn SEFNCO Communications | Area Manager c. (253)999-2271 | e askiehn@sefnco.com April 9, 2020 Ashley Kiehn SEFNCO Communications, INC. 4610 Tacoma Ave Sumner, WA 98390 Via Email: AsKiehn@sefnco.com SUBJECT: Request for Undergrounding Exemption (JB#170094, MFP2000434, 18613 124th Ave SE) Dear Ms. Kiehn: The City of Renton has reviewed your request to grant Comcast an exemption from Renton Municipal Code (RMC) 4-6-090(C) which states that all new electrical or communication facilities shall be required to be installed underground, pursuant to the standards of the section of RMC. Comcast proposes to have SEFNCO Communications, Inc. overlash approximately 5,743 lineal feet of new 48ct fiber to existing Puget Sound Energy (PSE) poles beginning at the pole located to the west of property 11603 SE Petrovitsky Rd, continuing south for 2,581 lineal feet along the east side of 116th Ave SE. At the pole to the northwest of property 18408 116th Ave SE overlashing continues east down the south side of SE 184 St for 2,610 lineal feet. The overlashing will continue south down the west side of 124th Ave SE for 552 lineal feet ending at the pole to the east of property 18451 124th Ave SE. ANALYSIS: The City has considered the request for an exemption from RMC 4-6-090. Ordinance 5720 grants Comcast, the right to install fiber optic cable and related appurtenances under, along, over, below, through and across the streets, avenues and alleys of City of Renton within the right-of-way of Renton. Section 3.4 of the franchise ordinance states that if all of the distribution lines all the wireline service providers, such as telecommunications service providers, as defined in RCW 35.99.010, a utility service provider or a Cable Operator (collectively “Service Providers”) in any portion of the Franchise Area are underground, Grantee shall place its Cable System’s distribution cables underground within that area; provided that such underground locations are actually capable of accommodating Grantee’s cable and other equipment without technical degradation of the Cable Systems’ signal quality. The proposal would utilize existing poles with other attached franchisee communication facilities and overlash to the existing Comcast aerial path. As minimum vertical height clearance of 15’-6” would need to be provided for, any existing obsolete cable will need to be removed; staff recommends these as conditions of approval. Therefore, the City is granting an exemption with conditions, per the Comcast franchise agreement which allows new overhead facilities to be placed overhead provided there are other similar providers overhead as well. Comcast Job JB#170094 Page 2 of 2 April 9, 2020 DECISION: The requested exemption from underground utility installation requirements (RMC4-6-090 (C) as requested by the applicant is approved with conditions subject to the conditions below as the request complies with the Comcast Franchise Agreement. Conditions of Approval: 1. Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15’-6”. 2. Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3. A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 4. The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at Comcast’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case Comcast shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. This decision to approve the exemption with conditions is subject to a fourteen (14) day appeal period from the date of this letter per RMC 4-8-110. Any appeals of the administrative decision must be filed with the City Clerk, along with the required appeal fee, by 5:00 pm, April 23, 2020. Sincerely, Brianne Bannwarth, PE Development Engineering Manager cc: C.E. “Chip” Vincent, CED Administrator Jennifer Henning, Planning Director Justin Johnson, Assistant Development Engineering Manager Scott Warlick, Engineering Specialist III Holly Powers, Permit Technician Franchise Permits Cody Shackett, Comcast owen_shackett@comcast.com DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Conditions for Permit MFP20000434 Engineering 1 Engineering General Conditions The new aerial fiber lines within the Project Reach must be converted to underground facilities in the future, at Comcast’s cost, when any one of the following events occurs: (1) any other utilities are undergrounded within the Project Reach, (2) a joint use trench is proposed by a franchisee within the Project Reach, in which case Comcast shall participate in the joint use trench installation for the purpose of undergrounding its aerial lines, or (3) a conduit is made available within the Project Reach that will accommodate the aerial lines. The new aerial lines must be undergrounded within one year, or approved otherwise by the City of Renton Community and Economic Development Administrator or designee, from the first event triggering the requirement to underground the aerial lines. 2 Engineering General Conditions Any abandoned or unused lines within the Project Reach must be removed at the time that construction is taking place. 3 Engineering General Conditions A traffic control plan must be separately submitted to the City, and no construction may take place until the City has approved a traffic control plan. 4 Engineering General Conditions Any existing height violations within the Project Reach must be resolved at the time of construction. New aerial lines within the Project Reach must have a minimum vertical clearance of 15’-6”. Page 1 of 1