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Home My WebLink AboutC18006619 TCP B - ApprovedDEPARTMENT 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: 11/25/2019 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN (TCP) APPLICATION Published: 11/25/2019 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 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 2 | Published: 11/25/2019 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 UNION AVE NE UNION AVE NE NE 24th StNE 25th PlNE 27th PlSE 95th Way200 ft SLOW SLOW 200 ft200 ft 200 ft 200 ft 100 ft 100 ft 100 ft 100 ft 100 ft 100 ft 100 ft X X X X X X X X X X X ROADWORKAHEAD ROADWORKAHEAD ROADWORKAHEAD ROAD WORKAHEAD ONE LANEROADAHEAD ONE LANEROADAHEAD ONE LANEROADAHEAD ONE LANEROADAHEAD SLOW 50' MIN 100' MAX 6 DEVICE MIN 100 ft TCP: Union Ave NE NScale: All Signs & Spacing to conform to the MUTCD SPEED LIMIT 30 Legend Work Area Class B Sign ConeSLOW flagger Manifest 30 x Cone 4 x W20-1 road work ahead 4 x W20-7a flagger 4 x W20-4 one lane road ahead Date:2/24/2020 Author:Anthony Stordahl, TCS #010394 Exp 7/31/2020Phone:(206)372-1452Email:antstordahl@yahoo.com Anthony Stordahl Consulting, LLC:. Comments: Work hours/days: M-F, 7:00 AM –3:30 PM Sat 9:00am-3:30pmType of work to be done: Utilities and Paving (1) All 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 RURAL HIGHWAYS RURAL ROADS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. RURAL ROADS & URBAN ARTERIALS 60/65 MPH 45/55 MPH 35/40 MPH 800' SIGN SPACING=X (FEET) (1) 500' 350' FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR ASPER MUTCD) RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200' URBAN STREETS 25 MPH OR LESS 100' (2) (2)CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 40 30 20 80 60 Contact Info: Hos Bros Construction Mike Harding 425-864-4550 www.invarion.com UNION AVE NE UNION AVE NE NE 24th StNE 25th PlNE 27th PlSE 95th Way200 ft SLOW SLOW 200 ft200 ft 200 ft 200 ft 100 ft 100 ft 100 ft 100 ft 100 ft 100 ft 100 ft X X X X X X X X X X X ROADWORKAHEAD ROADWORKAHEAD ROADWORKAHEAD ROAD WORKAHEAD ONE LANEROADAHEAD ONE LANEROADAHEAD ONE LANEROADAHEAD ONE LANEROADAHEAD SLOW Steel sheets over trenches trenches backfilled with crushed rock to surface. To maintain access to NE 27th Pl 50' MIN100' MAX 6 DEVICE MIN 100 ft TCP: Union Ave NE NScale: All Signs & Spacing to conform to the MUTCD SPEED LIMIT 30 Legend Work Area Class B Sign ConeSLOW flagger Manifest 26 x Cone 4 x W20-1 road work ahead 4 x W20-7a flagger 4 x W20-4 one lane road ahead Date:2/24/2020 Author:Anthony Stordahl, TCS #010394 Exp 7/31/2020Phone:(206)372-1452Email:antstordahl@yahoo.com Anthony Stordahl Consulting, LLC:. Comments: Work hours/days: M-F, 7:00 AM –3:30 PM Sat 9:00am-3:30pmType of work to be done: Utilities and Paving (1) All 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 RURAL HIGHWAYS RURAL ROADS ALL SIGNS ARE 48'' X 48'' BLACK ON ORANGE UNLESS OTHERWISE DESIGNATED. RURAL ROADS & URBAN ARTERIALS 60/65 MPH 45/55 MPH 35/40 MPH 800' SIGN SPACING=X (FEET) (1) 500' 350' FREEWAYS & EXPRESSWAYS 55/70 MPH 1500 (OR ASPER MUTCD) RURAL ROADS, URBAN ARTERIALSRESIDENTIAL & BUSINESS DISTRICTS 25/30 MPH 200' URBAN STREETS 25 MPH OR LESS 100' (2) (2)CHANNELIZING DEVICE SPACING (FEET) MPH TAPER TANGENT 50/70 35/45 25/30 40 40 30 20 80 60 Contact Info: Hos Bros Construction Mike Harding 425-864-4550 www.invarion.com UNION AVE NEUNION AVE NENE 27TH PL TRANSFER TRANSFER RE-PULL 1Ø 1/O 40.5'30' 25' 25' 27' 27' NE 27TH P L 10.5' ROW DEDICATION 10.5' ROW DEDICATION FEEDPRE14ABCN336.4ACSR336.4ACSRC4/OACSRABCN 4/OACSRTRANSFER 4/OACSRABCN ABCN #2ACSR ABCN 4/OACSRC#4ACSR 'A''B' 'C''D' 'E' TRANSFER 25.0' 5.0' 5.0' 40.5'30' 2.0' 8.0' 0.5'New R.O.W.New R.O.W.R.O.W.R.O.W.C/LC/L5.0' 2-2" Sch.80 1-6" Sch.80 1-4" Sch.801-3" Sch.80 2-3" Sch.80 1-4" Sch.80 1-6" Sch.80 10.5' ROW DEDICATION UNION AVE NEEASEMENTEASEMENTUNION AVE NETHIS SKETCH NOT TO BE RELIED UPON FOR EXACT LOCATION OF EXISTING FACILITIES CALL (800) 424-5555 2 BUSINESS DAYS BEFORE YOU DIG For contacts below dial 1-888-CALL PSE (225-5773) DESIGNED BY UTILITIES CONTACT PHONE# COUNTY 1/4 SEC U-MAP NO (POWER) OP MAP Emer Sect Gas Wk Ctr POWER WK CTR PLAT MAP JOINT FACILITIES ARRANGEMENTS DRAWN BY CHECKED BY APPROVED BY FOREMAN #1 FOREMAN #2 MAPPING INCIDENT MAOP Gas Order Elect Order SCALE PAGE ENGR - POWER ENGR - GAS FUNCTION PROJECT MGR PERMITREAL ESTATE/EASEMENT 2 1 REV# 3 DATE DESCRIPTIONBY CONTACT PHONE NO DATE OH CKT MAP CIRCUIT NOUG CKT MAP LEE BROWN 425.417.8620 4.01.21 A. DUNN 206.437.9150 7.21.21 ... J.COSSETTE 206.584.4408 6.13.21 REDT # ( RW-112327 )RENTON/ KING COUNTY FOREST TERRACE SCH 73 SCHEDULE 73 OH-UG CONVERSION - 2 SPANS 2611 UNION AVE NE, RENTON, WA 98059 PUGET SOUND ENERGY .. .101140385 AS SHOWN 3 OF 5 KING N/A N/A QCSOKE NE 4-T23N-R05E N/A N/A 2305E013 2305E040 2305E013 PRE-14 COMCAST JAMES COHN 253.569.0636 CENTURYLINK KENNETH LUU 206.346.0144 RENTON SCHOOL DIST. . . PSE RIGHT OF WAY AMBER YANG 425.456.2774 ... ... ... CIRCUIT FEET REMOVED:486' CIRCUIT FEET ADDED: 455' 1"=50' SITE PLAN SITE SPECIFIC NOTES AT P01 (319075-167131) 1986 CL1 - 40' -TRANSFER 3Ø 4/O ACSR OH FEEDER & NEUTRAL (N&S) TO P1A -REMOVE OH SEC TPX (N&S) -TRANSFER EX 50kVA OH TRF TO P1A -REMOVE ALL PSE FACILITIES & TOP POLE 1' ABOVE COMM -COMM TO TRANSFER TO P1A -REMOVE POLE (2ND TRIP) AT P1A (NEW) -INSTALL NEW 45FT CLASS 1 POLE (PD451) 6010.1000 PER STAKED LOCATION -INSTALL EXISTING 3Ø TERM ON NEW 3Ø TANGENT FIBERGLASS 2 ACSR ARM (TANC312) 6033.2010 -INSTALL EXISTING 50kVA OH TRF FROM P01 -TRANSFER 3Ø 4/O ACSR OH FEEDER &-ADD AMR 54404 -INSTALL GRID #319068-167131 AT P02 (319092-167131) 1969 CL1 - 40' -DISCONNECT OH SEC TPX TO 2616 & TRANSFER TO P05 -REMOVE OH SEC TPX TO 2611 -REMOVE POLE AND ALL PSE EQUIPMENT AT P2A (NEW) -INSTALL NEW 50FT CLASS H1 POLE (PD50H1) 6010.1000 PER STAKED LOCATION -INSTALL 200A/600A 3Ø DBL TERM (TSU6D31) ON NEW 3Ø TANGENT FIBERGLASS 339 AAC ARM (TANC313) 6033.2012 -INSTALL (3) STIRRUPS (2254100) -INSTALL (1) NEW 6" FEEDER RISER ON NEW STNADOFF BRACKETS (RIS6CSS) 6042.1000 -INSTALL (1) NEW 4" PRI RISER ON NEW STANDOFF BRACKETS (RIS4CSS) 60421000 -INSTALL NEW GRID#319081-167131 AT P03 (319112-167131) 1961 CL1 - 40' -REMOVE UG SEC TPX - SPLICE TO RE-FEED FROM V01 (SPL10J) 6041.2000 -REMOVE OH 1Ø 2" PRIMARY UP TO IP1 -REMOVE 25kVA OH TRF -REMOVE AMR UNIT 54404 -REMOVE 40T SOLID BLADE SWITCH -REMOVE POLE AND ALL PSE EQUIPMENT Installed at site: Grid Number: kVA Rating: TRANSFORMER INSTALLATION (OH) Company ID#: Primary phase connected to: Tested Secondary Voltage Material ID#: Foreman to redline the following information 50kVA 120/240v 6211350 P1A 319068-167131 1"=10' SITE DETAIL 'A' SITE DETAIL 'A' Developer Note: The following Fault Current information MUST BE conveyed to the builder of the units: All units may require upgraded house electrical equipment as the fault current at the meter base may exceed 10,000 amps. FAULT CURRENT TABLE 3075$16)250(569 120V WINDINGS 240V WINDINGS LOCATION SIZE R/X MIN. %Z FAULT CURRENT MIN. %Z FAULT CURRENT V01 75KVA 0.5 2.30 36,200 1.80 23,100 DEVELOPER TO COORDINATE WITH PSE PROJECT MANGER & SERVICE PROVIDER PRIOR TO EXCAVATING WITHIN 3' OF LOCATE MARKS OF PSE ENERGIZED FACILITIES SPAN NOTES P01 TO P1A -REMOVE ± 25' 4/0 ACSR AS NEEDED REMOVED ( ') 4/0 ACSR -TRANSFER EX OH 4/0 ACSR TO NEW P1A P01 TO P02 -REMOVE ± 145' OH TPX SEC AS NEEDED REMOVED ( ') OH TPX SEC -TRANSFER EX 4/0 ACSR SVC TO NEW P2A P02 TO 2616 -REMOVE ± 115' OH TPX SEC AS NEEDED REMOVED ( ') OH TPX SEC -TRANSFER EX OH TPX SEC TO NEW P05 P02 TO P03 -REMOVE ± 115' OH TPX SEC AS NEEDED REMOVED ( ') OH TPX SEC -TRANSFER EX OH TPX SEC TO NEW P05 P2A TO P4A -INSTALL ± 460' 397.5 MCMAAC FEEDER INSTALLED ( ') 397.5 NCNAAC FEEDER P03 TO IP1 -ABANDON ± 135' 2" DB120 CONDUIT ABANDONED ( ') 2" DB120 CONDUIT P03 TO 2623 -REMOVE ± 35' OH TPX SEC AS NEEDED REMOVED ( ') OH TPX SEC -SPLICE TAIL SP1 TO V01 P03 TO P04 -REMOVE ± 255' 4/0 ACSR AS NEEDED REMOVED ( ') 4/0 ACSR P04 TO P4A -INSTALL ± 35' #2 ACSR OH PRIMARY AS NEEDED INSTALLED ( ') #2 ACSR OH PRIMARY P05 TO 2616 -TRANSFER EX OH TPX SEC TO NEW P05 TRANSFERRED ( ') OH TPX SEC CROSSING CONDUIT TABLE X-ING # LOCATION POWER XING LENGTH ASBUILT LOCATION TYPE OF CROSSING (Feeder, Primary, Secondary, etc.)FROM TO SIZE (IN)TYPE QTY X01 'A''B'3 SCH80 1 80 ( )'SCL SECONDARY X02 'C''D'2 SCH80 1 95 ( )'SCL PRIMARY X03 'C''E' 2 SCH80 1 90 ( )'WCL FUT PRIMARY 4 SCH80 1 90 ( )'WCL PRIMARY 6 SCH80 1 90 ( )'WCL FEEDER 2" SCH80 GREY PVC = 185 FT 2" PVC PLUG /CAPS = 4 3" SCH80 GREY PVC = 80 FT 3" PVC PLUG /CAPS = 2 4" SCH80 GREY PVC = 90 FT 4" PVC PLUG /CAPS = 2 6" SCH80 GREY PVC = 90 FT 6" PVC PLUG /CAPS = 2 Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P03 319112-167131 25kVA Removed at site: Grid Number: kVA Rating: Foreman to redline the following information TRANSFORMER REMOVAL Company ID#: Primary phase connected to: Tested Secondary Voltage P01 319075-167131 50kVA DEVELOPER TO PROVIDE TYPICAL 5' PSE FRONTAGE EASEMENT FOR OPERATION AND MAINTENANCE OF PSE EQUIPMENT. EASEMENT TO BE CLEAR OF ALL BUILDING OVERHANGS AND FOUNDATION FOOTINGS 1"=10' SITE DETAIL 'B' SITE DETAIL 'B' SITE SPECIFIC NOTES CONT. AT P04 (319151-167130) 2001 CL UNK - 45' -AT EXISTING P04 INSTALL 10" SINGLE HELIX 1" ROD PLATE ANCHOR (ANDH1) WITH ±30FT LEAD(S) 6012.1000 -INSTALL (2) 3/8 GUY STRANDS (GYD3SA) 6013.0100 -REMOVE EXISTING 3Ø 4/0 ACSR -ROTATE TRANSFORMER BANK TO NORTH SIDE OF POLE -POLE TO REMAIN AT P4A (NEW) -INSTALL NEW 45' CLASS 1 POLE (PD451) 6010.1000 -INSTALL 200A/600A TERM (TSUD631) PER STD 6043.1022 -INSTALL FEEDER TERMINATION (3ɸ - 397.5MCMAAC) (TSU3DF1) 6043.1020 -INSTALL (3) WEDGE CONNECTORS (MID: 2368200) -INSTALL (1) 6'' RISERS (RIS6CSS) 6042.1000 -INSTALL (1) 4'' PRIMARY RISER (RIS4CSS) -INSTALL GRID #319127-167132 AT P05 (NEW) -INSTALL NEW 35' CLASS 3 POLE (PS353) 6010.1000 -INSTALL NEW 3" SECONDARY RISER (RIS3CSS) 6042.1000 -INTERCEPT EXISTING OH SECONDARY TPX TO 2616 -INSTALL GRID #319091-167137 AT E01 -INSTALL NEW E MARKER (7668501) AT E02 -INSTALL NEW E MARKER (7668501) NEW: %V DROP: 3.4 @ P05 % FLICKER: 3.7 @ P05 EXISTING: % V. DROP: 1.6% @ P01 % FLICKER: 4.1% @ P01 NEW: %V DROP: 3.5 @ SP1 % FLICKER: 3.7 @ SP1 EXISTING: % V. DROP: 1.6% @ P03 % FLICKER: 4.1% @ P03