Loading...
HomeMy WebLinkAboutMFP24000959.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24000959 IVR Number: 24000959 Permit Information Permit Name: Comcast Cable Franchise Permit JB0001702492 - CenturyLink Communications, LLCAddress/Location:02/28/2024Application Date:8645500090Parcel Number: 1319 LAKE YOUNGS WAY SE Permit Type:03/21/2024Issue Date:Franchise Permit Work Class:03/21/2025Expiration Date:Minor Utility Job Number: JB1702492Franchise Type:Cable Description: This project proposes to tie in at existing ped #1 then Overpull approx. 568' from existing ped #1 to existing vault #1. Bore approx. 2' to place 2 2" conduit & cable from existing vault #1 to city ROW on Lake Youngs Way Se & Royals Hills Dr Se. Restoration per City of Renton standards. Contacts Name Address PhoneTypeBilling Danielle Hughes Prince Telecom LLC 13701 24th St E Bldg G Sumner, WA 98390 Applicant Michele Moore Prince Telecom LLC 13701 24th St E, 24th St E Sumner, WA 98390 H: (206) 388-4316Applicant Joshua Day CCI SYSTEMS 105 Kent St Iron Mountain, MI 49801 Applicant April Theoudele CHC Consulting 903 Calle Amanecer Ste 310 San Clemente, CA 92673 ApplicantX Leah Ihlenfeldt Cablecom LLC 1316 Bonneville Avenue Snohomish, WA 98290 B: (360) 670-4291Applicant Prime Electric Inc 3460 161ST Ave SE Bellevue, WA 98008 Applicant Ashley Kiehn 4610 Tacoma Avenue Sumner, WA 98390 Applicant Christie Walker Prince Telecom 13701 24th St E Building G, Building G Sumner, WA 98390 B: (253) 294-6548Applicant Andrew Parker comcast 410 Valley Ave NW Puyallup, WA 98371 B: (253) 864-4249Contact David Standring Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 Contact Tom Donnelly Comcast Business Communications 1701 Jfk Blvd, 32nd Floor Philadelphia, PA 19103 B: (215) 286-7347 C: (215) 286-7557 Contact Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Contact David Standring Cannon Construction LLC 406 Porter Way Milton, WA 98354 B: (253) 922-2787x286 Contractor Business License Number: 20838Electrical Contractor: CANNOCL7941N Construction Contractor: CANNOCL791JK Joshua Ashley Comcast 410 Valley Ave NW, Suite 12 Bldg C Puyallup, WA 98371 B: (503) 939-7931Emergency Contact MARTINEZ RAMON NEGRETE 1319 LAKE YOUNG WY SE RENTON , WA 98058 Owner Laurie Dietz Comcast - Billing 1701 John F. Kennedy Blvd. Philadelphia, PA 19103 H: (425) 741-5733Specialized Billing 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 Page 1 of 2THIS PERMIT AND PLANS MUST BE POSTED AT THE JOB SITE AT ALL TIMES DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24000959 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 425.235.7736) (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 2 of 2THIS 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 253-290-84 vt. Cannon Construction 253-922-2787 601590363 20838 for Comcast MFP24000959 Scott Warlick 3/21/2024 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. DEPARTMENT OF PUBLIC WORKS Page 1 of 3 | Published: 10/27/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 10/27/2021 TRAFFIC CONTROL PLAN (TCP) MUST BE SUBMITTED TO PUBLIC WORKS TRANSPORTATION DIVISION FOR REVIEW/APPROVAL AT LEAST 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 traffic control plan (TCP) and obtain city's approval of that plan when construction, repair, or maintenance work is to be conducted within the city's right-of-way. 1. Fill out the Traffic Control Plan (TCP) Application form and prepare required submittal documents. 2. The following items are all required for submittal of the TCP Application: ☐Electronic Copy of the TCP Application ☐Electronic Copy of the TCP Layout, on 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. Types of plans required: o Work hour plan – show all mobility impacts during construction hours. o 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. o Changing construction phases – show construction sequence and each construction phase change even if the traffic control is not modified, if applicable. o Pedestrian access/detour plan, if applicable. - Shall conform to the Washington State Traffic Control Flagger Certification handbook, by the Evergreen Safety Council. 3. Submit Application via email to TCP@rentonwa.gov with the subject line “TCP Application – [Project Name].” Project Name: Permit #: Site Address: Work Date: From _____________ To _____________ Work Time: Start ______________ End ______________ Construction Company: Contact Name: Phone/Cell: _________________________ Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering Cannon Construction Business Address: 11308 SW 68TH PKWY City/State: TIGARD, OR Zip: 97223 MFP24000959 Monday - Friday 8:00AM - 3:00PM Scott Warlick CED 3/21/2024 Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 10/27/2021 PERMIT HOLDER AGREES TO ALL THE FOLLOWING:  Must have approved Traffic Control Plan (TCP) prior to commencing the work.  Maintain existing pedestrian access. The work on pedestrian facilities, shall be limited to one corner at a time, with the least possible inconvenience or delay to pedestrians.  WORK TIME begins when any street or travel lane is fully or partially closed. This includes set up within the traveled way.  Comply with all traffic regulations of the City of Renton and the State of Washington.  Prepare a traffic control plan and obtain City approval of that plan. That plan shall be implemented for all street and lane closures, and the plan shall be performed in compliance with the Manual on Uniform Traffic Control Devices.  Notify emergency services (253-852-2121) 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 a minimum of five business days (excluding weekends and holidays) prior to starting any work.  Contractor or entity must notify King County Metro in writing at construction.coord@kingcounty.gov a minimum of five business days (excluding weekends and holidays) prior to starting any work impacting bus stops, a temporary lane or road closure. Work requiring removing a bus shelter or sign requires notification in writing a minimum of 30 business days (excluding weekends and holidays). Please call King County Metro at 206-477-1140 with any questions.  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 R.C.W. 47.36.200 Signs or Flaggers at thoroughfare work sites and R.C.W. 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 Permit Holder’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 City within the scope of this Agreement, Permit Holder 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.  All permit conditions shall be met. NOTES:  Total road closure lasting more than twenty-four (24) hours is subject to the approval by the City Council.  Work Zone Traffic Control shall be in accordance with the Manual on Uniform Traffic Control Devices (MUTCD) and shown by a traffic control plan layout or reference to WSDOT.  Approved Temporary Traffic Control Plan 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.  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.  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. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 10/27/2021 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 Traffic Control Plan 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). I certify that the information on this application and within the submittal documents are accurate to the best of my knowledge and I acknowledge all the requirements on this application. Applicant’s Signature Date Applicant’s Name (Print) April Theoudele for Comcast A CONGRUEX COMPANYRPLANS PREPARED BY:TRAFFIC CONTROL PLAN GENERAL NOTES1.ALL WORK AND MATERIALS SHALL COMPLY WITH THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ANDWASHINGTON MODIFICATIONS, LATEST EDITION.2.ALL STRIPING AND MARKINGS SHALL CONFORM TO THE MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES (MUTCD) ANDWASHINGTON MODIFICATIONS,,STANDARD PLANS AND SPECIFICATIONS.3.THE CONTRACTOR SHALL PROVIDE FOR ACCESS TO ALL ADJACENT PROPERTIES, AND DRIVEWAYS AT ALL TIME.4.FLASHING YELLOW BEACONS, TYPE "B", SHALL BE USED ON ALL W20-1 SIGNS AND ON ALL TYPE III BARRICADES GUARDING THEWORK AREA OVERNIGHT.5.ALL SIGNS SHALL BE REFLECTORIZED AND STANDARD SIZE.6.ALL TUBULAR DELINEATORS AND CONES SHALL BE 28" MINIMUM HEIGHT, REFLECTORIZED AND MAINTAINED ERECT IN THEINDICATED POSITION AT ALL TIMES, AND SHALL BE REPAIRED, REPLACED, OR CLEANED AS NECESSARY TO PRESERVE THEIRAPPEARANCE AND CONTINUITY, AND SHALL INCLUDE A 12" HIGH-INTENSITY REFLECTORIZED SLEEVE, IF USED DURINGNIGHT-TIME HOURS.7.THE CONTRACTOR SHALL MAINTAIN, ON A CONTINUOUS BASIS, ALL SIGNS, DELINEATORS, BARRICADES, ETC., TO ENSUREPROPER FLOW AND SAFETY OF TRAFFIC DURING CONSTRUCTION.8.THE CONTRACTOR SHALL HAVE ALL SIGNS, DELINEATORS, BARRICADES, ETC., PROPERLY INSTALLED PRIOR TO COMMENCINGCONSTRUCTION.9.CONSTRUCTION OPERATIONS SHALL BE CONDUCTED IN SUCH A MANNER AS TO CAUSE AS LITTLE INCONVENIENCE ASPOSSIBLE TO ABUTTING PROPERTY OWNERS.10.ADDITIONAL TRAFFIC CONTROLS, TRAFFIC SIGNS, OR BARRICADING MAY BE REQUIRED IN THE FIELD. THE CONTRACTOR SHALLBE RESPONSIBLE FOR THE PLACEMENT OF ANY ADDITIONAL DEVICES NECESSARY TO ASSURE SAFETY TO THE PUBLIC AT ALLTIMES DURING CONSTRUCTION.11.EXACT LOCATION AND TYPE OF CONSTRUCTION SIGNS SHALL BE DIRECTED BY THE ENGINEER BASED UPON CONSTRUCTIONCONDITIONS.12.MOVE DELINEATORS AND/OR CONES TO SIDEWALK DURING NON-WORKING HOURS. REMOVE BARRICADES ETC. FROM TRAVELLANE.13.REMOVE OR TURN OFF SIGNS DURING NON-WORK HOURS.14.ALL CONFLICTING LINES, EXISTING CURB PAINT, AND MARKINGS SHALL BE REMOVED BY WET SANDBLASTING OR OTHERAPPROVED METHOD PRIOR TO INSTALLATION OF NEW/TEMPORARY STRIPING. ALL CONFLICTING RAISED PAVEMENT MARKERSSHALL BE REMOVED. PAVEMENT THAT IS DAMAGED DUE TO REMOVAL OF MARKERS SHALL BE REPAIRED TO THESATISFACTION OF THE CITY ENGINEER AND/OR STATE INSPECTOR.MFP24000959 1319 LAKE YOUNGS WAY SECEDAR RIDGE DR. SE AND ROYAL HILLS DR. SE-PED #1 ACCESSWORK AREA 1 OF 2SCALE: 1" = 40'A CONGRUEX COMPANYRPLANS PREPARED BY:NOTES1. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS.2. RECOMMEND EXTENDING CHANNELIZING DEVICE TAPER ACROSS SHOULDER. CHANNELIZING DEVICES AT FLAGGER STATIONS RECOMMENDED.3. PROTECTIVE VEHICLE RECOMMENDED AND MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD THE WORK AREA.4. FOR LOW-VOLUME ROADWAYS WITH SHORT-DURATION WORK ZONES ON STRAIGHT ROADWAYS WHERE THE FLAGGER IS VISIBLE TO ROAD USERS APPROACHING FROM BOTH DIRECTIONS, A SINGLE FLAGGER, POSITIONED TO BE VISIBLE FROM BOTH DIRECTIONS MAY BE USED.5. EXTEND THE BUFFER SPACE TO LOCATE THE FLAGGER STATION IN ADVANCE OF A CURVE, IF NECESSARY.6. FLAGGERS SHALL PROVIDE CONTROL AND DIRECTION FOR PEDESTRIANS.7. SIGN SEQUENCE IS THE SAME FOR BOTH DIRECTIONS OF TRAVEL ON THE ROADWAY100'100'T.A.N.S.A.T.E.O.P.SIDEWALKSIDEWALKBUS STOPBUS STOPE.O.P.E.O.P.SHOULDER11'12' MAX.TYPE III BARRICADESPEEDLIMIT25 LAKE YOUNGSWAY SESPEEDLIMIT25CEDAR RIDGEDR. SEROYAL HILLS DR.SEACCESS TO DRIVEWAYS MUST BEMAINTAINED AT ALL TIMES.CONTACT PROPERTY OWNER(S) 72HOURS PRIOR TO START OF WORK.ROYAL HILLS DR.SEPED #1MFP24000959 2608 LAKE YOUNGS CT. SEROYAL HILLS DR. SE AND LAKE YOUNGS WAY SE-BORINGWORK AREA 2 OF 2SCALE: 1" = 40'A CONGRUEX COMPANYRPLANS PREPARED BY:NOTES1. NIGHT WORK REQUIRES ADDITIONAL ROADWAY LIGHTING AT FLAGGING STATIONS.2. RECOMMEND EXTENDING CHANNELIZING DEVICE TAPER ACROSS SHOULDER. CHANNELIZING DEVICES AT FLAGGER STATIONS RECOMMENDED.3. PROTECTIVE VEHICLE RECOMMENDED AND MAY BE A WORK VEHICLE STRATEGICALLY LOCATED TO SHIELD THE WORK AREA.4. FOR LOW-VOLUME ROADWAYS WITH SHORT-DURATION WORK ZONES ON STRAIGHT ROADWAYS WHERE THE FLAGGER IS VISIBLE TO ROAD USERS APPROACHING FROM BOTH DIRECTIONS, A SINGLE FLAGGER, POSITIONED TO BE VISIBLE FROM BOTH DIRECTIONS MAY BE USED.5. EXTEND THE BUFFER SPACE TO LOCATE THE FLAGGER STATION IN ADVANCE OF A CURVE, IF NECESSARY.6. FLAGGERS SHALL PROVIDE CONTROL AND DIRECTION FOR PEDESTRIANS.7. SIGN SEQUENCE IS THE SAME FOR BOTH DIRECTIONS OF TRAVEL ON THE ROADWAYSPEEDLIMIT25 ROYAL HILLSDR. SEFLAGGER45'SHOULDERTAPERT.A.N.S.A.T.100'100'TYPE III BARRICADE25' MAX .14'12' MAX.SPEEDLIMIT25FLAGGER TO ASSIST PEDESTRIANSTHROUGH WORK AREA(SEE PED NOTES)A DEDICATED INDIVIDUAL WILL BE ASSIGNED THERESPONSIBILITY OF ESCORTING PEDESTRIANSTHROUGH THE WORK AREA IN ACCORDANCE WITHTHREE MAJOR CONSIDERATIONS:1.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH WORK SITE VEHICLES, EQUIPMENTOR OPERATIONS2.PEDESTRIANS SHOULD NOT BE LED INTO DIRECTCONFLICT WITH MAINLINE TRAFFIC MOVINGTHROUGH OR AROUND THE WORK SITE.3.PEDESTRIANS SHOULD BE PROVIDED WITH AREASONABLY SAFE, CONVENIENT AND ACCESSIBLEPATH THAT REPLICATES AS NEARLY AS PRACTICALTHE MOST DESIRABLE CHARACTERISTICS OF THEEXISTING SIDEWALK OR FOOTPATHPEDESTRIAN CONTROL NOTES:ACCESS TO DRIVEWAYS MUST BEMAINTAINED AT ALL TIMES.CONTACT PROPERTY OWNER(S) 72HOURS PRIOR TO START OF WORK.K RAILSIDEWALKSIDEWALKSIDEWALKVAULT#1VAULT #1 IS +/- 460' S/W OF THEC/L OF LAKE YOUNGS WAY SE ROYAL HILLSDR. SEK RAILWORK EXTEND BEYONDCITY R.O.W.MFP24000959 LEGENDS·Sheet 1:·Sheet 2:·Sheet 3-4:·Sheet 5-6:·Sheet 7-8:WORK LOCATION ADDRESS# LAKE YOUNGS WAY SE & ROYAL HILLS DR SE, RENTON, WABUILD·Bore Footage(s):·Trench footage(s):·Rock Saw Footage(s):·Emt Footage(s):·Bore Pit(s):·Pothole(s) (2X2):·New CATV Vault(s):·Existing CATV Vault(s):·New Pole(s):·Existing Pole(s):·New Pedestal(s):·Existing Pedestal(s):·Overpull Existing Conduit:·(N) Overlash:·(N) Strand & Lash:·Concrete R&R(Sq. FT.)·Asphalt R&R(Sq. FT.)·Total Footage(s):2000000100015680000570~~~~~~~~Cover-TitleSymbology & AbbreviationsNotesConstruction Plans (Lake Youngs Way Se & Royals Hills Dr Se)Typical Detail Sheet·Scope of Work to Target Address 2500 ROYAL HILLS DR SE This project proposes to tie in at existing ped #1 then Overpull approx. 568' from existing ped #1 to existing vault #1. Boreapprox. 2' to place 2-2" conduit & cable from existing vault #1 to city ROW on Lake Youngs Way Se & Royals Hills Dr Se.·We will not disturb any monuments we pass. Our path of travel will remain 10' from monument.·Estimate construction days : 1 DayRO Y A L S H I L L S D R S E JOB NO# JB0001702492PLANS PREPARED BY:A CONGRUEX COMPANYRVICINITY MAPWORK LOCATIONLAKE YOUNGS WAY SELAKE YOUNGS WAY SEMFP24000959 GENERAL NOTES :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 CONDITION3. 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 FEET5. 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 CONSTRUCTION19. PRIOR TO START OF CONSTRUCTION, CONTRACTOR SHALL PLACE MESSAGE BOARDS STATING LANE CLOSURES, AND DELAYS A WEEK IN ADVANCE. LOCATION OF THE MESSAGE 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.FIBER PLACEMENT NOTESBORE/DIG PITWATER MANHOLEUNIDENTIFIED MANHOLEGAS METERWATER METERELECTRIC MANHOLESEWER CLEAN OUTSANITARY / STORM SEWER MANHOLESTORM DRAIN MANHOLECATCH BASINGAS/WATER/SS/ELECTRIC VALVETREE/BUSHESEXISTING POLEEXISTING COMCAST PEDESTALNEW RISER ATTACHED TO POLEEXISTING IRRIGATION VAULTEXISTING COMCAST VAULTEXISTING UTILITY VAULT/PEDESTALMONUMENTFIRE HYDRANTTRAFFIC SIGNAL COMBINATIONSTREET LIGHTTRANSFORMERNEW COMCAST LOW PROFILE NEW COMCAST PEDESTALNEW COMCAST VAULTPOWER SUPPLY W/ METERNEW COMCAST POWER SUPPLYSYMBOLSPOTHOLEPH1. CONTRACTOR IS RESPONSIBLE FOR LOCATING ALL UTILITIES 48 HOURSPRIOR TO CONSTRUCTION ACTIVITY SEE LOCAL DIRECTORY FOR CONTACTTELEPHONE NUMBER OF LOCAL CALL BEFORE YOU DIG AGENCY.2. CONTRACTOR SHALL RECORD SEQUENCE # OF FIBER CABLE AT EVERYWORK POLE, MANHOLE, FIBRE STORAGE LOOP AND TAIL LOCATION.CONTRACTOR TO PROVIDE PROJECT MANAGER WITH SEQUENCENUMBERS AT PROJECT COMPLETION.3. SLACK LOOP AND SNOWSHOE STORAGE LOCATIONS SHALL BEDETERMINED ON CONSTRUCTION DRAWINGS, HOWEVER, REEL LENGTHSOF FIVE HUNDRED FEET (500') OR LESS ON LARGE COUNT FIBER OR THREEHUNDRED (300') OR LESS ON SMALL COUNT FIBER ARE DIFFICULT TO USEAND SHOULD BE PLACED AS FSL'S, NOT CUT AND RETURNED.4. FIBER OPTIC IDENTIFICATION TAGS SHALL BE PLACED AT EVERY WORKPOLE, MANHOLE, FIBER, STORAGE LOOPS, SPLICE CASES AND WHEREINDICATED BY PROJECT MANAGER. TAGS NEED TO BE PLACED SO AS TO BEREAD 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 UNLESSOTHERWISE NOTED.7. ALL BURIED INFRASTRUCTURE MUST BE ACCOMPANIED WITHWARNING TAPE AND A TRACER WIRE, AT RISER POLES THE LOCATE WIRESHALL 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 NOTTAPE FIBER CABLES TOGETHER IN RISER.DISCLAIMER1. IT IS THE RESPONSIBILITY OF THE CONSTRUCTION CONSTRUCTOR TOVERIFY ALL RIGHT OF WAY BEFORE CONSTRUCTION IS TO BEGIN. NOUNDERGROUND INSTALLATION REPRESENTED WITHIN THESE PLANSHEETS IS PROPOSED OUTSIDE OF THE RIGHT OF WAY.2. THE UNDERGROUND ROUTE DEPICTED IS PRELIMINARY AND WILL/MAYVARY ONCE UTILITIES HAVE BEEN FIELD LOCATED.3. ANCHORING FOR THE AERIAL CONSTRUCTION IS TYPICALLYDETERMINED DURING CONSTRUCTION AND IS COLLECTED IN THEAS-BUILT PHASE.LINETYPESROADWAY CENTER LINEEXISTING COMCAST ROUTEEXISTING FENCELINEEXISTING WATER LINEEXISTING STORM DRAINEXISTING SANITARY SEWEREXISTING JOINT TRENCHEXISTING IRRIGATION SYSTEMEXISTING TV SYSTEMEXISTING GAS SYSTEMEXISTING ELECTRICAL SYSTEMEXISTING TELEPHONE SYSTEMPROPERTY LINENEW AERIAL ROUTEPROPOSED BORE ROUTEPUE/PSE/EASEMENT LINEROW LINEEOP/FOC/SIDEWALK/CURBNEW AERIAL STRANDPROPOSED TRENCH/ R/SW ROUTENEW ANCHORSTREET SIGN NEW POLETELCO MANHOLER&R LINEEXIT PITEPPLANS PREPARED BY:A CONGRUEX COMPANYRNEW COMCAST MANHOLEABBREVIATIONSADAAMERICANS WITH DISABILITY ACTP/LPROPERTY LINEWSDOTWASHINGTON STATE DEPARTMENT OFTRANSPORTATIONCACALIFORNIAPUEPUBLIC UTILITY EASEMENTSCLSEATTLE CITY LIGHTC/LCENTER LINEROWRIGHT OF WAYEXIST.EXISTINGSSEXISTING STORM DRAINMINMINIMUMTEXISTING TELEPHONEMAXMAXIMUMWEXISTING WATERCNDTCONDUITEEXISTING ELECTRICBOWBACK OF WALKIRREXISTING IRRIGATIONFOWFRONT OF WALKGEXISTING GASEOPEDGE OF PAVEMENTD/WDRIVEWAYCOMCASTCOMCASTR&RREMOVE & REPLACEPLPLACENNEWSq. Ft.SQUARE FEETPSEPUBLIC SERVICE EASEMENTAPPROXAPPROXIMATEMPOEMAIN POINT OF ENTRANCEMFP24000959 PLANS PREPARED BY:A CONGRUEX COMPANYR1. ALL WORK MATERIALS SHALL BE IN CONFORMANCE WITH THE CITY OF RENTON STANDARD SPECIFICATION FOR MUNICIPAL CONSTRUCTION. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION.2. THE HOURS OF WORK IN THE STREET RIGHT-OF-WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 P.M. ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE DEPARTMENT OF PUBLIC WORKS AT 235-2635. ALL STREET CLOSURES, PARTIAL OR FULL, SHALL BE APPROVED BY THE DEPARTMENT OF PUBLIC WORKS 24 HOURS IN ADVANCE. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE.3. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. FOR UTILITY LOCATE CALL 48-HOUR LOCATORS, 1-800-424-55554. A PRE CONSTRUCTION CONFERENCE AND A 24 HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. (INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON). IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE UTILITY DEPARTMENT 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION.5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE.6. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION.7. PLANS APPROVED BY THE DIRECTOR OF PUBLIC WORKS SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS.8. A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS.9. DATUM SHALL BE CITY OF RENTON, U.S.C. AND G.S.10. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION.11. WHERE NEW PAVING MUST MATCH EXISTING PAVING, APPLY TACK COAT FOR PROPER SEALING.12. ALL UTILITY TRENCHES SHALL BE BACKFILLED AND COMPACTED TO 95% MAXIMUM DRY DENSITY MODIFIED PROCTOR.1.ALL EXISTING TRANSPORTATION INFRASTRUCTURE FEATURES SHALL BE MAINTAINED ON LEVEL GRADEIF THE SURFACE LEVEL FROM CONSTRUCTION IS CHANGED (I. E. JUNCTION BOXES, LUMINAIRE POLES,TRAFFIC SIGNAL POLES, SIGN POSTS).2.ALL TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED ON LEVEL GRADE ONCE CONSTRUCTIONIS COMPLETE.3.ALL EXISTING OR PROPOSED TRANSPORTATION INFRASTRUCTURE FEATURES WITHIN THE PROJECTCONSTRUCTION LIMITS SHALL MEET CURRENT ADA STANDARDS (IE, JUNCTION BOXES SHALL HAVENON-SKID LIDS).4.ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION TOCITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK.5.ALL TRANSPORTATION INFRASTRUCTURE FEATURES THAT ARE TO BE REMOVED AND REINSTALLED AT A LATER DATE SHALL BE RE-INSTALLED TO CURRENT STANDARDS.6.ALL CONDUIT SHALL BE PVC SCHEDULE 80.7.SIGNAL POLE, LUMINAIRE, AND CABINET FOUNDATIONS SHALL BE CLASS 4000P CONCRETE.TRANSPORTATION NOTES8.ALL PROPOSED SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONSSHALL INCLUDE A CONCRETE PAD AROUND THE FOUNDATION. PROPOSED OR EXISTING SIDEWALKSHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION PAD SHALL BE AT LEAST 2 FEETOFFSET FROM THE SIGNAL POLE FOUNDATION, AS SPACE ALLOWS OR UNLESS OTHERWISE APPROVED.9.WHEN THE TRAFFIC SIGNAL IS OPERATIONAL, VEHICLE DETECTION SHALL BE MAINTAINED AND REMAINFUNCTIONAL. NEW PERMANENT/TEMPORARY VIDEO DETECTION SHALL BE INSTALLED ANDOPERATIONAL PRIOR TO DESTROYING ANY EXISTING VEHICLE DETECTION.10.ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTEMS, OR OTHER ELECTRICAL TRANSPORTATIONSYSTEMS ARE SUBJECT TO INSPECTION BY CITY OF RENTON PUBLIC WORKS/TRANSPORTATION PRIOR TOFINAL ACCEPTANCE. CONTRACTOR TO COORDINATE INSPECTION WITH THE TRANSPORTATIONOPERATIONS MAINTENANCE MANAGER OR OTHER TRANSPORTATION OPERATIONS MAINTENANCEREPRESENTATIVEGENERAL NOTESMFP24000959 PLANS PREPARED BY:A CONGRUEX COMPANYRTHE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL ( ESC) PLAN SET. ALL THE NOTES ON THELIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOTAPPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFICASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES.1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR.2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY ( ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT.3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS.4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN( S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION.5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE.6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS.7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT.8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY.9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM.10.APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES.11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL.12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON ( OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON ( MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS ( E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM.13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY.14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN ( 7) DAYS.15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY.16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION.17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM.18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY.19. AREAS DESIGNATED ON THE PLAN( S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS ( AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION.20. PRIOR TO THE BEGINNING OF THE WET SEASON ( OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW.21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM, LEAVING THE PROJECT SITE ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST.22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE.EROSION AND SEDIMENT CONTROL ( ESC) STANDARD PLAN NOTES:MFP24000959 PLANS PREPARED BY:A CONGRUEX COMPANYRSCALE: 1"=40'SEE MATCHLINE ON SHEET- 6NOTES:LOCATION OF UNDERGROUND FACILITY ISAPPROXIMATE.CONTRACTOR TO U.S.A AND POTHOLES TOVERIFY EXACT LOCATION.PAVEMENT AND SIDEWALK SHALL BERESTORED ACCORDING TO CURRENTRENTON CITY STANDARDS.NOTES:ALL PROPOSED UNDERGROUND FACILITIESMUST MAINTAIN A MINIMUM FIVE FOOTHORIZONTAL SEPARATION AND ONE FOOTVERTICAL SEPARATION (AT CROSSING)FROM ALL DOU FACILITIES. MEASUREDEDGE OF FACILITY TO EDGE OF FACILITYNOTES:M- F 8:30 AM TO 4 PM SAT 7 AM TO 5 PMPROVIDE ADVANCE NOTIFICATION ANDOUTREACH TO AFFECTED PROPERTIESMAINTAIN PEDESTRIAN AND DRIVEWAYACCESS POST "NO PARKING" SIGNS 72 HRSIN ADVANCE PLACE ADVANCE WARNINGSIGNS ON INTERSECTION STREETS.EOPR/WC/LEOPR/WR /W FO C C / L FO C R /W BOW R/WFOCC/LFOCR/WBOWR/ W F O C B O W C/ L F O C R/ W R/ W F O C B O W C/ L FO C R/ W 6 0 ' 2 8 '60'44'6 4 '36'145'44'145'COMCAST TO OVERPULL FIBERFROM EXIST. PED #1 TOEXIST. VAULT#1 (568')ADA RAMPADA RAMPEXIST. PED #1COMCAST TO OVERPULL FIBERFROM EXIST. PED #1 TOEXIST. VAULT#1 (568')SIDEWALKDIRT19'3'1 2 ' 3 '19'3'2500 ROYAL HILLS DR SE2500 ROYAL HILLS DR SE RO Y A L S H I L L S D R S E ROYALS HILLS DR SELAK E YOUNG S WAY SE LAKE YOUNG S WAY S E 44'MFP24000959 PLANS PREPARED BY:A CONGRUEX COMPANYRSCALE: 1"=40'SEE MATCHLINE ON SHEET- 5NOTES:LOCATION OF UNDERGROUND FACILITY ISAPPROXIMATE.CONTRACTOR TO U.S.A AND POTHOLES TOVERIFY EXACT LOCATION.PAVEMENT AND SIDEWALK SHALL BERESTORED ACCORDING TO CURRENTRENTON CITY STANDARDS.NOTES:ALL PROPOSED UNDERGROUND FACILITIESMUST MAINTAIN A MINIMUM FIVE FOOTHORIZONTAL SEPARATION AND ONE FOOTVERTICAL SEPARATION (AT CROSSING)FROM ALL DOU FACILITIES. MEASUREDEDGE OF FACILITY TO EDGE OF FACILITYNOTES:M- F 8:30 AM TO 4 PM SAT 7 AM TO 5 PMPROVIDE ADVANCE NOTIFICATION ANDOUTREACH TO AFFECTED PROPERTIESMAINTAIN PEDESTRIAN AND DRIVEWAYACCESS POST "NO PARKING" SIGNS 72 HRSIN ADVANCE PLACE ADVANCE WARNINGSIGNS ON INTERSECTION STREETS.R/WFOCBOWC/LFOCR/WR/WFOCBOWC/ L FOCR/WR/WBOWFOCC/LFOCR/W145'44'145'72'44'D/WCOMCAST TO OVERPULL FIBERFROM EXIST. PED #1 TOEXIST. VAULT#1 (568')EXIST. VAULT #1COMCAST TO BORE, PL (2) 2"CNDT & CABLE FROM EXIST.VAULT #1 TO CITY ROW (2')SIDEWALKDIRTSIDEWALKDIRTPROJECT CONTINUES BEYOND CITY ROW19'3'19'3'19'3'15'29'2500 ROYAL HILLS DR SERO YA L S H I L L S D R S E ROYALS HILLS DR SE44'MFP24000959 PLANS PREPARED BY:A CONGRUEX COMPANYRMFP24000959 TYPICAL BORE DETAILSPLANS PREPARED BY:A CONGRUEX COMPANYRMFP24000959