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Home My WebLink AboutMFP24005721.pdfDEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT Minor Franchise Permit: MFP24005721 IVR Number: 24005721 Permit Information Permit Name: FIELD VERIFY IF EXISTING GAS LINEN.92E CAUTION AND PROTECT EXISTING SANITARY SEWER PIPES AND STRUCTURES IN PLACE. REMOVE EXISTING CATCH BASIN. Address/Location:11/12/2024Application Date:9423500000Parcel Number: 607 WILLIAMS AVE S Permit Type:11/25/2024Issue Date:Franchise Permit Work Class:11/25/2025Expiration Date:Minor Utility Job Number: N.928658Franchise Type:Telephone Description: VERIFY IF EXISTING GAS LINE IS ACTIVE OR ABANDONED AT LEAST 1 WEEK IN ADVANCE OF TRENCHING IN THIS LOCATION. IF ACTIVE, PROTECT IN PLACE. IF ACTIVE AND IN CONFLICT WITH PROPOSED STORM DRAIN, COORDINATE WITH PSE TO RELOCATE. IF ABANDONED, COORDINATE WITH PSE FOR REMOVAL/ABANDONMENT PROCEDURE. PLUG AND CAP EXISTING STORM DRAIN. EXISTING WATER MAIN, PROTECT IN PLACE. CONNECT TO EXISTING STORM DRAIN LATERAL. FIELD VERIFY IF THE EXISTING STORM DRAIN LATERAL CONNECTION IS ACTIVE OR ABANDONED AT LEAST 1 WEEK IN ADVANCE OF TRENCHING IN THIS LOCATION. IF ACTIVE, MAKE CONNECTION FROM EXISTING PIPE TO NEW PIPE WITH NYOPLAST FITTING (OR SIMILAR). IF ABANDONED, PLUG AND CAP. PLUG AND CAP EXISTING SANITARY SEWER. RECONNECT EXISTING SIDE SEWER LATERAL TO NEW SANITARY SEWER AS INDICATED ON THE PLANS AND PER COR STANDARD PLAN 407. EXISTING SANITARY SEWER SHALL BE REMOVED WHERE INDICATED TO INSTALL PROPOSED STORM DRAIN. EXISTING SANITARY SEWER IS DEFLECTED HDPE, CONTRACTOR TO USE CAUTION AND PROTECT EXISTING SANITARY SEWER PIPES AND STRUCTURES IN PLACE. REMOVE EXISTING CATCH BASIN. Contacts Name Address PhoneTypeBilling Craig McPherson K&B Technical Solutions 6566 SE Lake Rd Suite F Milwaukie, OR 97222 B: (971) 282-2149Applicant Nathan Macleod Lumen 7850 S Trafton St, Bldg B Tacoma, WA 98409 C: (253) 583-6283ApplicantX Angelina Maxwell CentryLink/Lumen 4201 SW GRAHAM ST 1, 1 Seattle, WA 98136 B: (206) 945-0048Applicant Prime Electric Inc 3460 161ST Ave SE Bellevue, WA 98008 B: (425) 747-5200Applicant Ron Desmet Fibe Solutions 604 W Meeker St., Suite 103 KENT, WA 98032 C: (206) 571-2230Applicant Cheyenne Classen North Sky Communications 2112 97th Ave E Tacoma, WA 98444 Contact Kim Parker QWest Corporation 931 14th St, Suite 1000A Denver, CO 80202 B: (303) 992-0752Contact CITY OF RENTON ROW 1055 S Grady Way Renton, WA 98057-3232 Owner Austin Sweeney Century Link 23315 66th Ave S Kent, WA 98032 C: (253) 766-7549Specialized 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 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 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: MFP24005721 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 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: 3/18/2021 Transportation Division | 1055 South Grady Way, 5th Floor | Renton, WA 98057 | 425-430-7380 Website: rentonwa.gov TRAFFIC CONTROL PLAN APPLICATION Published: 3/18/2021 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: _________________________ Business Address: City/State: Zip: Description of Work: Approval By: _________________________________________________ Date:____________________ Transportation Engineering Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 2 of 3 | Published: 3/18/2021 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. • 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. • 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. • 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. • 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. Note: The Applicant is responsible for compliance with all codes and regulations, whether or not described in this document. Page 3 of 3 | Published: 3/18/2021 • 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) 11/12/2024 Nathan Macleod DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY 19 19 ALLEYALLEY SIDEWALKSIDEWALKSIDEWALKSIDEWALKGRASSGRASSWILLIAMS AVE SWILLIAMS AVE SNOPARKING FROM TO TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 MH ROAD WORK AHEADW20-1 ONE LANEROADAHEADW20-4 W20-7 X X X ROADWORKAHEAD W20-1 ONE LANEROADAHEAD W20-4 W20-7 X X X ROADWORKAHEAD W20-1 X STOP FLAGGER STOP FLAGGER 90'x10' MH 11-1 NOPARKING FROM TO TOW AWAY AREAPHONE 685-5444YOUR COMPANY NAME 555-5555 SHEET 1 OF 1 MANHOLE ACCESS & ADJUSTMENT Legend Cone STOP Flagger MH Manhole Spotter Truck & Trailer Truck With Lights Work Area TRAFFIC CONTROL PLAN N ON-SITE CONTRACTOR RESPONSIBLE TO ENSURE ALL SIGNS & TRAFFIC CONTROL DEVICES' PLACING AND SPACING ARE IN ACCORDANCE TO: WSDOT, MUTCD, & CITY REQUIREMENTS. Plan Scale 1 : 360 (1'' = 30') Date:10/24/24 Author:ZACH MILLER Project:N.928658 Comments: ACCESS PEDESTAL IN RENTON, WA SHOULDER(CURB PARKING) CLOSURE SIDEWALL SHALL REMAIN OPEN DRIVEWAY SPOTTERS TO ENSURE SAFETY SPEED LIMIT 25 LOCATION: 99 Williams Ave S, Renton, WA 98057 NOTE: NO-PARKS SHALL BE SET 72 HOURS IN ADVANCE. www.invarion.com DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY DRIVEWAY BUSINESS ACCESS PARKINGLOTPARKINGLOTSIDEWALK S TOBIN ST ALLEYBURNETT AVE SWILLIAMS AVE S34 2020 SIDEWALK SIDEWALKCURB PARKINGCURB PARKINGCURB PARKING CURB PARKING CURB PARKING ROADWORK AHEADW20-1 XPD ROADWORKAHEADW20-1 XROADWORKAHEAD W20-1 X X X SHOULDERWORK W21-5 SHOULDERCLOSED W20-301 SHEET 1 OF 1 PEDESTAL ACCESS/REMOVAL Legend Cone PD Pedestal Spotter Truck With Lights Work Area TRAFFIC CONTROL PLAN N ON-SITE CONTRACTOR RESPONSIBLE TO ENSURE ALL SIGNS & TRAFFIC CONTROL DEVICES' PLACING AND SPACING ARE IN ACCORDANCE TO: WSDOT, MUTCD, & CITY REQUIREMENTS. Plan Scale 1 : 360 (1'' = 30') Date:10/24/24 Author:ZACH MILLER Project:N.928658 Comments: ACCESS PEDESTAL IN RENTON, WA SHOULDER(CURB PARKING) CLOSURE SIDEWALL SHALL REMAIN OPEN SPOTTERS TO ENSURE SAFETY SPEED LIMIT 25 PEDESTAL 25'x9' LOCATION: 704 S Tobin St, Renton, WA 98057 www.invarion.com PARKING LOT DRIVEWAY DRIVEWAYDRIVEWAY DRIVEWAY BUSINESS ACCESS PARKINGLOTPARKINGLOTAPARTMENT PARKING LOT SIDEWALK SIDEWALK S TOBIN ST S TILLICUM ST ALLEYBURNETT AVE SWILLIAMS AVE S34 2020 18SIDEWALK SIDEWALK SIDEWALKCURB PARKINGCURB PARKINGCURB PARKING PD ROADWORKAHEAD W20-1 XXXSHOULDERWORK W21-5 SHOULDERCLOSED W20-301 ROADWORKAHEADW20-1 XROADWORKAHEAD W20-1 X X X SHOULDERWORK W21-5 SHOULDERCLOSED W20-301 SHEET 1 OF 1 PEDESTAL ACCESS Legend Cone PD Pedestal Spotter Truck With Lights Work Area TRAFFIC CONTROL PLAN N ON-SITE CONTRACTOR RESPONSIBLE TO ENSURE ALL SIGNS & TRAFFIC CONTROL DEVICES' PLACING AND SPACING ARE IN ACCORDANCE TO: WSDOT, MUTCD, & CITY REQUIREMENTS. Plan Scale 1 : 360 (1'' = 30') Date:10/24/24 Author:ZACH MILLER Project:N.928658 Comments: ACCESS PEDESTAL IN RENTON, WA SHOULDER(CURB PARKING) CLOSURE SIDEWALL SHALL REMAIN OPEN SPOTTERS TO ENSURE SAFETY SPEED LIMIT25 PEDESTAL 25'x9' LOCATION: 704 S Tobin St, Renton, WA 98057 www.invarion.com 12345-10 FOR REFERENCE ONLY Plans Prepared For: Plans Prepared By: LOCATION MAPNOT TO SCALE N REV. DATE DESCRIPTION 1 01-30-24 Initial CBM -100% Updated - LSB Project Manager Index of Sheets: PROJECT LOCATION NOTES: ALL EXISTING AND PROPOSED CONDITIONS ARE BASED ON INFORMATION PROVIDED BY OTHERS. LUMENCANNOT BE RESPONSIBLE FOR THE ACCURACY OF INFORMATION AND/OR PLANS PROVIDED BY OUTSIDE PARTIES. FACILITY LOCATIONS, DEPTHS AND ELEVATIONS SHOULD BE FIELD VERIFIED PRIOR TO CONSTRUCTION. PROPOSEDDESIGN MODIFICATIONS ARE RECOMMENDATIONS ONLY AND SHOULD BE VERIFIED PRIOR TO CONSTRUCTION. CITY OF RENTON - PROJECT No. SWP-27-4-88RENTON, WABURNETT AVE S & WILLIAMS AVE S: STORM SYSTEM IMPROVEMENTS TT Eng: Cory CoatePhone: 503-961-5023E-mail: ccoate@congruex.comhttp://www.terratechllc.net LOCAL ADDRESS:710 S 2nd St,Renton, WA 98057 Lumen Wire Center: RNTNWA01 [RENTON]Lumen Engineer: Kaeleb Conkle Hernandez Phone: 253-458-6549 Email: Kaeleb.ConkleHernandez@lumen.comLumen CPA: Darren Pianhly Phone: 253-458-6552 Email: Darren.Pianhly@lumen.com Project Engineer: Troy Solly - City of RentonPhone: 425-430-7313Email: TSolly@rentonwa.gov Road Contractor: RL AliaPhone:Email: Owner: City of RentonPhone:Email: Estimated Agency Design Milestone: 100% Submittal Agency File Name: Burnett & Williams 100% Drawings.pdf Date Received File from Agency: 01/25/2024 Cover SheetLegendTitle SheetKey Plan MapStorm Plan & Profile Permitting: Permits Required: Y___ N___City: RENTONCounty:State:Railroad:DNR:Other: Cuts Required: Y___ N______ Fiber___ Copper Migrations Required: Y___ N___ Agency Planned Construction Start Date:10/7/2024 REVISION HISTORY: SHEET 1 of 10 LUMEN PROJECT No. N.928658TT PROJECT NO. TERR-1007517 LUMEN CIVIL BASE MAP (TYPE OF PLAN: CR) Agency Contact Information: Field Engineer TT Eng: Jesse PatjensPhone: 425-429-5722 E-mail: jpatjens@congruex.comhttp://www.terratechllc.net Ce d a r R i v e r Burnett Pl SWilliams Ave SS 2nd St S Tillicum St S Tobin St Burnett Ave S2 02-07-24 Mitigation Review - JP 3 09-05-24 Permit Set Issued - JP Symbols HH HH CP Existing Lumen pedestalor or or New Lumen pedestal Existing Lumen pedestal to be removed Existing Lumen SAI (serving area interface) New Lumen SAI (serving area interface) Existing Lumen SAI to be removed orabandoned Existing Lumen cable or conduit to beremoved or abandoned Existing Lumen handhole New Lumen handhole Existing Lumen handhole to be removed Existing Lumen manhole (various sizes) New Lumen manhole (various sizes) Existing Lumen double lidded manhole(various sizes) New Lumen double lidded manhole (varioussizes) Existing Lumen manhole to be removed orabandoned (all sizes and types) Existing Lumen repeater New Lumen repeater Existing Lumen repeater to be removed CP Existing Lumen cool ped. - fiber/electronics New Lumen cool ped. - fiber/electronics Existing Lumen RT (remote terminal) New Lumen RT (remote terminal) Existing Lumen pole New Lumen pole Existing Lumen down guy and anchor New Lumen down guy and anchor New Lumen sidewalk down guy and anchor btel Existing buried telephone line tduc Existing telephone duct run afo-exist Existing aerial fiber optic aer-tel Existing overhead telephone line fo-exist Existing buried fiber optic bsw-ex Existing buried service wire asw-ex Existing aerial service wire New overhead telephone line BTEL New buried telephone line TDUC New telephone duct run BSW-NEW New buried service wire AFO-NEW New aerial fiber optic AER-TEL FO-NEW New buried fiber optic ASW-NEW New aerial service wire Existing buried splice New buried splice Abbreviations ct. = Countpr. = Pairpp = Pending Placementug. = Undergroundex. = Existing Existing joint use pole New joint use pole New foreign owned (e.g. power) Existing foreign owned (e.g. power) J J Existing Lumen power pedestal New Lumen power pedestal P P Existing Lumen pole to be removed btel btel btel btel btel tduc tduc tduc tduc tduc tduc tduc X X X X X X X X X X X X Cable to be removed orabandoned as shown. X X Line Types LEGEND Lower Lower BORE BORE Lower cable or conduit New underground bore Raise Raise Raise cable or conduit Temporary ground layTEMPTEMP HH TRENCH TRENCH PLOW PLOW Abandon in place To be removed New placement by plow New placement by trenching Lumen Civil Base Map Sheet2of 10 Terra Tech Project No. 1007517 File: CBM - TT#1007517 - Burnett & Williams 100%Drawings - LSB 01-30-2024.pdf LEGEND Lumen Project No. N.928658 Date:Plans Prepared For:Plans Prepared By: Existing FacilitiesConflict Mitigation Action (Proposed Facilities)Removals and abandonmentAdditional Information/Notes Civil Base Map Color Key: STORM SYSTEM IMPROVEMENTS SWP-27-4088 DECEMBER 2023 FUNDED IN PART BY WASHINGTON STATE DEPARTMENT OF ECOLOGY COPYRIGHT © 2023 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVEDPath: S:\Cad\Renton\20-10723 Burnett-Williams\Design\d Filename: P20-10723_G-1 Plot date: Dec 21, 2023-01:10:00pm CAD User: acariaso. Xref Filename: | X20-10723_Prelim |G-1 Xof1 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com KING COUNTY BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com DUANE HARTMAN & ASSOCIATES INC. - SURVEY KLEINFELDER - GEOTECHNICAL TENW - TRAFFIC AND SURFACE RESTORATION THE WATERSHED COMPANY - CRITICAL AREAS ASM AFFILIATES (FORMERLY CASCADIA ARCHEOLOGY) - CULTURAL RESOURCES KING COUNTY PROJECT LOCATION 405 5 Seattle Redmond 2 522 90 202 18 169 167 Skykomish Maple Valley Bellevue Renton PREPARED BY: IN ASSOCIATION WITH: LOCATION MAP VICINITY MAP 520 NTS NTS ARMONDO PAVONE - MAYOR SURFACE WATER UTILITY MANAGER JOSEPH FARAH, P.E. RENTON CITY COUNCIL CARMEN RIVERA ED PRINCE JAMES ALBERSON JR. KIM-KHANH VAN RUTH PEREZ RYAN MCIRVIN VALERIE O'HALLORAN PROJECT MANAGER TROY SOLLY, P.E. Shoreline BURNETT AVE S AND WILLIAMS AVE S PROJECT LOCATION BURNETT AVE SWILLIAMS AVE SS 2ND ST B R O N S O N W A Y N LOGAN AVE SWELLS AVE SN 1 S T S T MAIN AVE SKEY CONTACT INFORMATION AGENCY DEPARTMENT CONTACT PHONE EMAIL COR WATER ABDOUL GAFOUR 425.430.7210 agafour@Rentonwa.gov COR WASTEWATER JOE STOWELL 425.430.7212 jstowell@Rentonwa.gov COR SURFACE WATER TROY SOLLY 425.757.4012 tsolly@Rentonwa.gov COR TRANSPORTATION BOB HANSEN 425.430.7223 bhansen@Rentonwa.gov KING COUNTY WASTEWATER MARK LAMPARD 206.477.5414 lpa.team@kingcounty.gov PSE GAS & POWER DUSTIN WELLER 206.379.4347 dustin.weller@pse.com SHEET3 of 10 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\20-10723 Burnett-Williams\Design\dwgs\P20-10723_C-1.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE OF WASHING T ONR EGIST E R E DP R OFESSIONAL ENG INE E R REBL DAYO C HI LTREEECCA OVE BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS DECEMBER 2023 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 KEY PLAN AND SURVEY CONTROL AND TESC PLAN C-1 X X R. OCHILTREE, P.E. P. SIMON N/A NOTES: THIS EXISTING BASE MAP WAS PREPARED FROM A SURVEY DRAWING PREPARED BY DUANE HARTMAN AND ASSOCIATES, SURVEYED ON DECEMBER 2020, WITH MODIFICATIONS BASED ON FIELD OBSERVATIONS BY BHC STAFF. SURVEY NOTES SURVEY CONTROL PT # SURVEY PT # DESCRIPTION NORTHING EASTING ELEVATION 20 DHA 3054-20 MCW 179243.2287 1300878.516 38.6318 22 DHA 3054-22 MCW 179796.62 1300882.882 26.77 26 154 MIC 178564.8209 1300849.14 39.503 102 MIC DHA 3054-14 179605.9895 1300876.361 37.3546 1758 150 WSDOT BRYN 1993 178757.1186 1300526.595 38.2585 2318 154 179094.7729 1300863.16 38.7155 2586 112 WSR 179585.3417 1300845.829 37.671 11 12 13 14 15 16 17 SURVEY CONTROL PT # SURVEY PT # DESCRIPTION NORTHING EASTING ELEVATION 1 DHA 3054-10 MCW 179586.3823 1300852.023 37.4182 2 MIC DHA 3054-2 179476.2836 1300872.86 37.1526 4 DHA 3054-4 MCW 178854.7729 1300869.185 39.4519 5 DHA 3054-5 MCW 178722.5764 1300540.068 38.1106 6 DHA 3054-6 MCW 179075.0257 1300549.999 37.2039 7 DHA 3054-7 MCW 179481.1607 1300574.554 36.8218 8 DHA 3054-8 MCW 179604.6904 1300564.318 35.6507 9 DHA 3054-9 MCW 179467.7145 1300712.463 37.0527 12 154 MIC 180053.754 1301047.93 36.085 13 154 MIC 179801.312 1300951.201 36.82 1 2 3 4 5 6 7 8 9 10 UTILITIES MAPPING: ALL EXISTING UTILITIES SHOWN HEREIN ARE TO BE VERIFIED HORIZONTALLY AND VERTICALLY PRIOR TO ANY CONSTRUCTION. ALL EXISTING FEATURES INCLUDING BURIED UTILITIES ARE SHOWN AS INDICATED BY RECORD LOCATION OR FIELD TIED AS A RESULT OF A UTILITY PAINT-OUT DURING THE COURSE OF THE FIELD SURVEY. DUANE HARTMAN & ASSOCIATES, INC. (DHA) AND BHC CONSULTANTS, LLC ASSUME NO LIABILITY FOR THE ACCURACY OF THE RECORD INFORMATION. FOR THE FINAL LOCATION OF THE EXISTING UTILITIES IN AREAS CRITICAL TO CONSTRUCTION, CONTACT THE UTILITY OWNER/AGENCY AND UTILITIES UNDERGROUND CENTER (800/424-5555) TOPOGRAPHIC MAPPING: THE MAP SHOWN HEREON IS THE RESULT OF A TOPOGRAPHIC SURVEY BY DUANE HARTMAN & ASSOCIATES, INC. (DHA) COMPLETED IN DECEMBER 2020. DHA AND BHC CONSULTANTS, LLC ASSUME NO LIABILITY, BEYOND SAID DATE, FOR ANY FUTURE SURFACE FEATURE MODIFICATIONS OR CONSTRUCTION ACTIVITIES THAT MAY OCCUR WITHIN OR ADJOINING THE PERIMETER OF THIS SURVEY. CONTACT DHA (425) 483-5355 FOR SITE UPDATES AND VERIFICATIONS. NOTE: PROPERTY LINES SHOWN HEREON GENERATED FROM KING COUNTY RECORDS, AND ARE CONSIDERED APPROXIMATE IN LOCATION. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD83(1991), US FEET UTILIZING RTK GPS FIELD PROCEDURES. CONTOUR INTERVAL: HALF (0.5) FOOT CONTOURS VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88), US FEET. CATCH BASIN INSERT PER COR STD. PLAN 216.30 TREE PROTECTION FENCING TESC NOTES 1. INSTALL TESC FACILITIES PRIOR TO EXCAVATION AS INDICATED ON THE PLANS AND SPECIFICATIONS. 2. USE STRAW WATTLES AS NECESSARY TO CONTROL SEDIMENT PER COR STD. PLAN 213.40. TESC LEGEND 798187919599101107 75 720 55 51 82104 104 115 710 710 104 107 103 95 858 124 116 110 98 94 84 82 78 74 66 720 13 16 2 14 10 15 6 7 4 5 8 17 12 11 3 1 C-2 C-3 C-4 C-5 C-6C-7BURNETT AVE S WILLIAMS AVE S S TOBIN STS 2ND ST104 = POTENTIAL CONFLICTS DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\20-10723 Burnett-Williams\Design\dwgs\P20-10723_C-2-3 Burnett.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE OF WASHING T ONR EGIST E R E DP R OFESSIONAL ENG INE E R REBL DAYO C HI LTREEECCA OVE BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS DECEMBER 2023 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 BURNETT AVE S PLAN AND PROFILE STA 1+00 TO 5+75 C-2 X X R. OCHILTREE, P.E. P. SIMON CONSTRUCTION NOTES: FIELD VERIFY IF EXISTING GAS LINE IS ACTIVE OR ABANDONED AT LEAST 1 WEEK IN ADVANCE OF TRENCHING IN THIS LOCATION. IF ACTIVE, PROTECT IN PLACE. IF ACTIVE AND IN CONFLICT WITH PROPOSED STORM DRAIN, COORDINATE WITH PSE TO RELOCATE. IF ABANDONED, COORDINATE WITH PSE FOR REMOVAL/ABANDONMENT PROCEDURE. PLUG AND CAP EXISTING STORM DRAIN. EXISTING WATER MAIN, PROTECT IN PLACE. CONNECT TO EXISTING STORM DRAIN LATERAL. FIELD VERIFY IF THE EXISTING STORM DRAIN LATERAL CONNECTION IS ACTIVE OR ABANDONED AT LEAST 1 WEEK IN ADVANCE OF TRENCHING IN THIS LOCATION. IF ACTIVE, MAKE CONNECTION FROM EXISTING PIPE TO NEW PIPE WITH NYOPLAST FITTING (OR SIMILAR). IF ABANDONED, PLUG AND CAP. PLUG AND CAP EXISTING SANITARY SEWER. RECONNECT EXISTING SIDE SEWER LATERAL TO NEW SANITARY SEWER AS INDICATED ON THE PLANS AND PER COR STANDARD PLAN 407. EXISTING SANITARY SEWER SHALL BE REMOVED WHERE INDICATED TO INSTALL PROPOSED STORM DRAIN. EXISTING SANITARY SEWER IS DEFLECTED HDPE, CONTRACTOR TO USE CAUTION AND PROTECT EXISTING SANITARY SEWER PIPES AND STRUCTURES IN PLACE. REMOVE EXISTING CATCH BASIN. 1 NOTES: 1. ALL EXISTING TYPE 1 CATCH BASINS AND LATERALS SHALL BE REMOVED AND REPLACED AS SHOWN. 2. KC WTD/METRO 108-INCH SEWER RANGES IN DEPTH FROM 20 TO 25-FEET ALONG BURNETT AVE S. 3. PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS DENOTED AS ABANDONED OR TO BE REMOVED. 4. INSTALL ETHAFOAM PAD BETWEEN PIPES IF CLEARANCE IS 6" OR LESS. 5. MAKE CONNECTIONS FROM NEW PIPES TO EXISTING PIPES VIA COUPLING BANDS (FERNCO OR SIMILAR). 6. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00. 7. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00. 8. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00. 9. LIMIT DISTURBANCE TO EXISTING SIDEWALK AND PLANTER STRIP TO THE EXTENT NECESSARY FOR PIPE AND CATCH BASIN INSTALLATION. ANY SIDEWALK DAMAGED BY OPERATION OF CONSTRUCTION EQUIPMENT ON SIDEWALK SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CITY. 10. PIPES DENOTED AS PVC SHALL BE C900 PVC. 11. CONTRACTOR IS RESPONSIBLE FOR PRESERVING, PROTECTING, AND TEMPORARY BYPASSING PROVISIONS AS NECESSARY TO MAINTAIN UTILITIES AND SERVICE. HORIZ. 1" = 20'-0" VERT. 1" = 5'-0"MATCHLINE STA - SEE DWG 5+75C-2MATCHLINE STA - SEE DWG 5+75 C-2 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\20-10723 Burnett-Williams\Design\dwgs\P20-10723_C-2-3 Burnett.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE OF WASHING T ONR EGIST E R E DP R OFESSIONAL ENG INE E R REBL DAYO C HI LTREEECCA OVE BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS DECEMBER 2023 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 2 3 4 7 8 9 10 11 17SDMH #B1RIM EL 38.46EX IE 35.3± - 6" IN (S)IE 34.5 - 18" OUT (N)SDMH #B3RIM EL 38.14IE 33.4 - 18" IN (S)IE 33.4 - 18" OUT (N)IE 36.9 - 6" IN (E)SDMH #B4RIM EL 37.93IE 32.8 - 18" IN (S)IE 32.8 - 18" OUT (N)IE 34.2 - 6" IN (W)IE 34.9 - 12" IN (E)SEE LATERAL PROFILE A/C-10SDMH #B5RIM EL 37.86IE 32.5 - 18" IN (S)IE 32.5 - 18" OUT (N)IE 32.9 - 8" IN (W)IE 32.8 - 6" IN (E) TO BECAPPED AND PLUGGEDSEE LATERAL PROFILE B/C-1097 LF - 18" PP SD S=0.3% 118 LF - 18" PP SD, S=0.5%150 LF - 18" PP SD, S=0.5%EX 8" S,TO BE ABANDONEDEX LT/F, EL UKNEX 2" G, IE 34.9TO BE RELOCATEDBY OTHERS PRIORTO CONSTRUCTIONEX 3/4" W, EL UKNEX S, TO BE ABANDONEDEX G, EL UKNEX S, TO BE ABANDONEDEX G, EL UKNEX 3/4" W, EL UKNEX G, EL UKNEX 3/4" W, EL UKNEX 5/8" G, IE 33.9TO BE RELOCATEDBY OTHERS PRIORTO CONSTURCTION50 40 35 30 25 20 15 1+00 2+00 3+00 4+00 5+00 EX GRADE AT C/L OF PIPE ALIGNMENTSSMH #1RIM EL 38.0±IE 32.33 - 8" OUT (N)35 30 25 40 45 50 20 15 SIDE SEWERSIDE SEWERSDMH #B2RIM EL 38.51IE 33.7 - 6" IN (W)IE 34.3 - 6" IN (E)IE 33.7 - 18" IN (S)IE 33.7 - 18" OUT (N)40 LF - 18" PP SD S=2.0%111425 LF - 8" PVC SS S=0.5% 52 LF - 18" PP SD, S=0.5%EX 5/8" G, IE 34.8TO BE RELOCATEDBY OTHERS PRIORTO CONSTRUCTIONEX 6" S, TO BE ABANDONED104 115 710 107 103 BURNETT AVE S SDMH #B2 TYPE 2 - 48" STA 1+82.62 CB #13 TYPE 1 W/ GRATE STA 3+98.39 OFFSET 19.39' RT SDMH #B3 TYPE 2 - 48" STA 2+80.07 SDMH #B4 TYPE 2 - 48" STA 3+98.39 SDMH #B5 TYPE 2 - 48" STA 4+50.53 18" SD PP 18" SD PP 18" SD PP 18" SD PP 12" SD DI 12" SD PP PH #6 PH #5 1+00 2+00 3+00 4+00 5+00100+00100+60101+00101+60SSMH #1 TYPE 1 - 48" STA 2+78.78 LT 7.5' SDMH #B1 TYPE 2 - 48" STA 1+42.62 18" SD PP PH #W1 1 1 1 8" SS PVC 3 10 2 3 10 6" SD PVC 6" SD PVC 11 3 6" SD PVC 8" SD PVC 6" SS PVC 6" SS PVC 4 8 4 4 7 4 7 7 7 17 9 99 2 99S 2ND STCB #12 TYPE 1 W/GRATE STA 3+98.39 OFFSET 18.2' LT tductductductductductductductductductductductductductducCON-C-4IN-WHIT17 Ducts w/ 4 Copper Cables - 2100 PR to 3000 PR6 Fiber Cables - 72 to 576 CON-C-4IN-WHIT8 Ducts w/5 Copper Cables - 900 PR to 2700 PR HHtductductductduc3 Underground Cables2 Copper Cables - 100 PR & 400 PR1 Fiber Cable - 72 tduc tduc Handhole # 11-2 Manhole # 193 Underground 400pr ug. copper 100pr ug. copper 48ct ug. fiber aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel aer-tel 2 Aerial Attach. on Joint Utility Poles2 Copper Cables - (2) 200 PR 1 Fiber Cable - 48 CON-C-4IN-WHIT1 Duct w/ 1 Copper Cable - 200 PR PP. 317868-166035 P. 0098 A1365195 45'-4: 1-PMT, 2" Riser, 2" U-guard, 2-DG&1-A PP. 317883-166035P. 0098 A1365194 45'-4 PP. 317897-166036 P. 0098 A1365193 45'-4: 1-PMT, 1-X-Arm asw-ex asw-ex 4-wkg 2-Drops PP. 317912-166036 P. 0100 A1365192 45'-4: 1-PMT, 4"-Riser TO C.O.SHEET 8 105 PROTECT IN PLACENo conflicts anticipated this sheet. DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\20-10723 Burnett-Williams\Design\dwgs\P20-10723_C-2-3 Burnett.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE OF WASHING T ONR EGIST E R E DP R OFESSIONAL ENG INE E R REBL DAYO C HI LTREEECCA OVE BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS DECEMBER 2023 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 BURNETT AVE S PLAN AND PROFILE STA 5+75 TO 11+50 C-3 X X R. OCHILTREE, P.E. P. SIMON HORIZ. 1" = 20'-0" VERT. 1" = 5'-0"MATCHLINE STA - SEE DWG 5+75C-3MATCHLINE STA - SEE DWG 5+75 C-3 35 30 25 45 50 20 15 NOTES: 1. ALL EXISTING TYPE 1 CATCH BASINS AND LATERALS SHALL BE REMOVED AND REPLACED AS SHOWN. 2. KC WTD/METRO 108-INCH SEWER RANGES IN DEPTH FROM 20 TO 25-FEET ALONG BURNETT AVE S. 3. PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS DENOTED AS ABANDONED OR TO BE REMOVED. 4. INSTALL ETHAFOAM PAD BETWEEN PIPES IF CLEARANCE IS 6" OR LESS. 5. MAKE CONNECTIONS FROM NEW PIPES TO EXISTING PIPES VIA COUPLING BANDS (FERNCO OR SIMILAR). 6. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00. 7. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00. 8. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00. 9. LIMIT DISTURBANCE TO EXISTING SIDEWALKAND PLANTER STRIP TO THE EXTENT NECESSARY FOR PIPE AND CATCH BASIN INSTALLATION. ANY SIDEWALK DAMAGED BYOPERATION OF CONSTRUCTION EQUIPMENT ON SIDEWALK SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CITY. 10. PIPES DENOTED AS PVC SHALL BE C900 PVC. 11. CONTRACTOR IS RESPONSIBLE FOR PRESERVING, PROTECTING, AND TEMPORARY BYPASS PROVISIONS AS NECESSARY TO MAINTAIN UTILITIES AND SERVICE. 2 3 4 CONSTRUCTION NOTES: FIELD VERIFY IF EXISTING GAS LINE IS ACTIVE OR ABANDONED AT LEAST 1 WEEK IN ADVANCE OF TRENCHING IN THIS LOCATION. IF ACTIVE PROTECT IN PLACE. IF ACTIVE AND IN CONFLICT WITH PROPOSED STORM DRAIN, COORDINATE WITH PSE TO RELOCATE. IF ABANDONED, COORDINATE WITH PSE FOR REMOVAL/ABANCONMENT PROCEDURE. PLUG AND CAP EXISTING STORM DRAIN. EXISTING WATER MAIN, PROTECT IN PLACE. CONNECT TO EXISTING STORM DRAIN LATERAL. ABANDON EXISTING CATCH BASIN IN PLACE PER SP 7-05.3(2). EXISTING SANITARY SEWER SHALL BE REMOVED WHERE INDICATED TO INSTALL PROPOSED STORM DRAIN. REMOVE EXISTING ABANDONED 4" W AS NECESSARY TO INSTALL PROPOSED STORM DRAIN AND CAP EACH END AFTER CUTTING/REMOVING. PROTECT EXISTING THRUST BLOCKS IN PLACE. REMOVE EXISTING CATCH BASIN. 5 10 13 14 17 40 1 SDMH #B7RIM EL 37.50IE 31.8 - 18" IN (S)IE 31.8 - 18" OUT (N)IE 33.4 - 8" IN (E)SEE LATERAL PROFILE C/C-10SDMH #B8RIM EL 37.25IE 31.2 - 18" IN (S)IE 31.2 - 18" OUT (N)IE 34.4 - 12" IN (E)IE 31.8 - 8" IN (W)SEE LATERAL PROFILE D/C-10SDMH #B9RIM EL 36.83IE 29.9 - 18" IN (S)IE 29.9 - 18" OUT (NW)IE 30.6 - 8" IN (W)IE 31.7 - 8" IN (E)SEE LATERAL PROFILE E/C-1089 LF - 18" PP SD, S=0.7%188 LF - 18" PP SD S=0.7%EX 6" W IE 32.51EX CT/F, EL UKNEX 4" W, IE 33.5EX G, EL UKN50 45 40 35 30 25 20 15 6+00 7+00 8+00 9+00 10+00 11+00 EX GRADE AT C/L OF PIPE ALIGNMENT EX GRADE AT C/L OF PIPE ALIGNMENT 86 LF - 18" PP SD S=0.7%IE 29.1 - 18" IN (SW)IE 27.9 - 18" OUT (E)IE 29.4 - 12" IN (S)SDMH #B12RIM EL 36.32IE 31.0 - 12" OUT (S)IE 33.5 - 12" IN (NW)IE 33.5 - 12" IN (NE)IE 31.1± - 8" IN (E)SEE LATERAL PROFILEG/C-10, H/C-10, AND V/C-1186 LF - 12" PP SD S=1.9%EX EEX E3-EX EEX LT/FEX CT/FEX SSMH 0071RIM EL 37.11EX G, EL UKNIE 30.0 8" IN (S)EX IE 30.0 8" OUT (N)EX 1 1/8" G, EL UKN1 EX 6" W, IE 32.78" SS4" PVC TDUCIE 34.971 1 EX 5/8" G, EL UKN1 EX 108" KCWTD/METRO20' TO 25' DEEPEX 8" S, IE 26.8±EX 8" S, IE 28.3±EX 8" S, IE 26.2±27 LF - 18" PP SD S=0.7%IE 29.3 - 18" IN (SE)IE 29.3 - 18" OUT (NE)EX G, EL UKN1 EX 108" KCWTD/METRO20' TO 25' DEEPEX 8" S, IE 26.3±SDMH #B11RIM EL 36.69EX 8" S, IE 26.6±SDMH #B10RIM EL 36.67EX G, EL UKNSEE DETAIL 1/C-13 FOR WATER RELOCATION DETAILSTO BE RELOCATEDPRIOR TO SDINSTALLATIONEX 108" KCWTD/METRO20' TO 25' DEEP82104 95 S TILLICUM STBURNETT AVE S S TOBIN ST36" SD PP SDMH #B7 TYPE 2 - 48" STA 6+00.37 18" SD PP 12" SD DI 18" SD PP SDMH #B8 TYPE 2 - 48" STA 6+88.70 SDMH #B9 TYPE 2 - 48" STA 8+75.20 SDMH #B11 TYPE 2 - 60" STA 9+89.05 18" SD PP 12" SD PP SDMH #B12 TYPE 2 - 48" STA 11+01.89 8" SD PVC 18" SD PP PH #1 PH #2PH #3PH #4 12" SD DI 40+0041+006+00 7+00 8+00 9+00 10+00 11+00103+00103+60104+00104+60105+00105+601 0 6 +0 0 1 0 6 +9 7 107 +00 107 +89 121+00 121+60 150+00150+608" SS PVC STATION EQUATION BURNETT AVE S STA 10+24.51 OFFSET 1.12' LT = S TOBIN ST STA 40+25.00 N 179484.71 E 1300572.85 CB #14 TYPE 1 W/ GRATE STA 6+88.70 OFFSET 19.15' RT CB #16 TYPE 1 W/ GRATE STA 11+24.72 OFFSET 19.61' RT CB #15 TYPE 1 W/ GRATE STA 11+22.93 OFFSET 17.88' LT PH #W2 PH #W3 PH #W4 1 8" SD PVC 17 8" SD PVC 10 3 8" SD PVC 3 3 2 2 2 2 3 2 SEE DWG C-7CB #42 TYPE 1 W/ GRATE STA 40+49.88 OFFSET 8.06' RT CB #41 TYPE 1 W/ GRATE STA 40+49.88 OFFSET 25.58' LT PH #L1 PH #L2 PH #L3 PH #L4 PH #L5 12" SD DI 12" SD DI SDMH #T1 TYPE 2 - 60" STA 40+49.88 4 13 4 17 17 5 SDMH #B10 TYPE 2 - 48" STA 9+61.59 18" SD PP 4 PH #W5 2 17 8" SD PVC 1 1 1 1 4 12" SD DI X X X X X X X X X 2 Aerial Cables on Joint Utility Poles1 Copper Cables - 200 PR 1 Fiber Cable - 48 Ped unksize unk Ped 82-2size 6"1-term aer-telaer-telaer-telaer-telaer-telaer-telaer-telaer-telaer-telaer-tel tductductductduc CON-C-4IN-WHIT 1 Duct w/1 Copper Cable - 200 PR Ped 72size 4" 1-term: Busted Ug. Cable 1-4" CBO300 PR Copper Ped 60size 12481-term tduc tduc tduc tduc tduc tduc HH tductductductductducCON-C-4IN-WHIT 1 Duct 300pr ug. copper btel 1-4" PVCUg. Copper Cable 200 PR PP. 317926-166036 P. 0100 A1365191 45'-4 0-wkg PP. 317912-166036 P. 0100 A1365192 45'-4: 1-PMT, 4"-Riser, 1- DG&A tductducUnderground cable 1-4" CBO1 Fiber Cable - 24ct 2-wkg tduc tduc tduc tductduc10-wkg tduc tduc tduc Ug. Cable 1-4" PVC50 PR Copper Ug. Cable 1-4" PVC50 PR Copper HH 308 tduc 8-wkg 200PR bur. copper 8-wkg TO C.O. TO MH 203SEE SHT 10 Potential Conflict #1 [20'] Ug. Copper crossing proposed 18"Storm pipe. PH data shows Lumenat 26.5" depth (2'1" above Storm). Protect in place. 20.91 in Conflict #2 [20'] Ug. copper crossing proposed 18"Storm pipe. PH data shows Lumen at 31" depth. Forte shows0-wkg. PROTECT IN PLACE.Conflict #3 [60']Ug. copper crossing proposed12" storm pipe & catch basin. Needs depths & locates. TO C.O. 24.59 in 31.00 in 4" PVC @ 26.5" DEPTH 4" PVC @ 31" DEPTH 4" PVC @ 26" DEPTH 4" PVC @ 30" DEPTH 30.00 in 44.00 in 106 Confirm HH size,location and facilities Locate & confirm depth ofLumen 4" w/ 200pr Deactivate/abandon existing50pr [JX5] Deactivate/abandon existing50pr [JX5] During construction, removeexisting pedestal, cut andabandon 50pr Access Existing Ped #60 & trim out50pr [JX5] for abandonment HORIZ. 1" = 20'-0" VERT. 1" = 5'-0"MATCHLINE STA - SEE DWG 24+50 C-5MATCHLINE STA - SEE DWG 24+50 C-5 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\20-10723 Burnett-Williams\Design\dwgs\P20-10723_C-4-5-6 Williams.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE OF WASHING T ONR EGIST E R E DP R OFESSIONAL ENG INE E R REBL DAYO C HI LTREEECCA OVE BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS DECEMBER 2023 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 WILLIAMS AVE S PLAN AND PROFILE STA 20+00 TO 24+50 C-4 X X R. OCHILTREE, P.E. P. SIMON HORIZ. 1" = 20'-0" VERT. 1" = 5'-0" CONSTRUCTION NOTES: EXISTING WATER MAIN, PROTECT IN PLACE. CONNECT TO EXISTING STORM DRAIN LATERAL. FIELD VERIFY IF THE EXISTING STORM DRAIN LATERAL CONNECTION IS ACTIVE OR ABANDONED AT LEAST 1 WEEK IN ADVANCE OF TRENCHING IN THIS LOCATION. IF ACTIVE, MAKE CONNECTION FROM EXISTING PIPE TO NEW PIPE WITH NYOPLAST FITTING (OR SIMILAR). IF ABANDONED, PLUG AND CAP. EXISTING HIGH PRESSURE GAS LINE, PROTECT IN PLACE. PROTECT EXISTING TDUC IN PLACE. 3 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\20-10723 Burnett-Williams\Design\dwgs\P20-10723_C-4-5-6 Williams.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE OF WASHING T ONR EGIST E R E DP R OFESSIONAL ENG INE E R REBL DAYO C HI LTREEECCA OVE BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS DECEMBER 2023 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 4 7 12 18 NOTES: 1. ALL EXISTING TYPE 1 CATCH BASIN AND LATERALS SHALL BE REMOVED AND REPLACED AS SHOWN. 2. PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS DENOTED AS ABANDONED OR TO BE REMOVED. 3. INSTALL ETHAFOAM PAD BETWEEN PIPES IF CLEARANCE IS 6" OR LESS. 4. MAKE CONNECTIONS FROM NEW PIPES TO EXISTING PIPES VIA COUPLING BANDS (FERNCO OR SIMILAR). 5. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00. 6. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00. 7. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00. 8. LIMIT DISTURBANCE TO EXISTING SIDEWALK AND PLANTER STRIP TO THE EXTENT NECESSARY FOR PIPE AND CATCH BASIN INSTALLATION. ANY SIDEWALK DAMAGED BY OPERATION OF CONSTRUCTION EQUIPMENT ON SIDEWALK SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CITY. 9. PIPES DENOTED AS PVC SHALL BE C900 PVC. 10. CONTRACTOR IS RESPONSIBLE FOR PRESERVING, PROTECTING, AND TEMPORARY BYPASS PROVISIONS AS NECESSARY TO MAINTAIN UTILITIES AND SERVICE. 20+00 21+00 22+00 23+00 24+00 40 35 30 25 20 15 45 40 35 30 25 20 15 45 EX IE 35.7 - 12" OUT (N)CB #W2RIM EL 39.47IE 35.4 - 8" IN (S)IE 35.4 - 8" OUT (N)SDMH #W3RIM EL 39.49IE 35.2 - 8" IN (S)IE 33.4 - 12" OUT (N)IE 37.2 - 12" IN (W)IE 35.0 - 12" IN (SE)SEE LATERAL PROFILE I/C-10SDMH #W4RIM EL 38.89IE 33.2 - 12" IN (S)IE 33.2 - 12" OUT (N)IE 36.9 - 6" IN (W)SEE LATERAL PROFILE J/C-11SDMH #W5RIM EL 39.13IE 32.9 - 12" IN (S)IE 32.9 - 12" OUT (N)IE 35.3 - 8" IN (W)SEE LATERAL PROFILE K/C-11SDMH #W6RIM EL 39.48IE 32.8 - 12" IN (S)IE 32.8 - 12" OUT (N)IE 36.4 - 8" IN (W)SEE LATERAL PROFILE L/C-11EX GRADE AT C/L OF PIPE ALIGNMENT 77 LF - 8" PVC SD S=0.5% 47 LF - 8" PVC SD S=0.5% S=0.16% 66 LF - 12" PP SD S=0.5% 97 LF - 12" PP SD S=1.2%S=0.5% 25 LF 12" PP SDEX LT/FEX GEX CT/FEX GEX W - TO FHEX GEX LT/FEX 6" S, IE 34.0EX 8" W, IE 33.1EX 1 1/4" G, IE 36.5,TO BE RELOCATEDBY OTHERS PRIORTO CONSTRUCTIONEX 8" W, IE 36.4,EX 6" S, IE 34.4EX E, EL UKNEX 3/4" W, EL UKNEX E, EL UKNEX 6" SIE 34.7EX 6" S, IE 34.9EX 6" S, IE 34.9EX 5/8" G, IE 36.2EX E, EL UKNEX 5/8" G, IE 36.1EX 6" S, IE 35.5EX 6" S, IE 35.6EX E, EL UKNEX 6" S, IE 36.8EX LT/FEX GEX IE 38.01 - 8" IN (E)EX IE 35.90 - 12" OUT (N)EX 3/4" W, EL UKNEX CB TYPE 1LRIM 39.70EX CB TYPE 1LEX 6" S, IE 35.1EX IE 35.64 - 12" IN (S)EX IE 37.04 - 8" IN (W)EX IE 35.64 - 12" IN (E)IE 35.8 - 8" OUT (N)EX 5/8" G, IE 37.4CLEARANCE 34.7 TO 35.2 = 6" CLEARANCE 34.9 TO 35.3 = 4.8" CLEARANCE 34.7 TO 34.3 = 4.8" 115 LF 12" PP SDEX 6" S, IE 34.2EX CB TYPE 1LEX WEX CT/FSEE DETAIL 1/C-13 FOR WATER RELOCATION DETAILS TO BE RELOCATEDPRIOR TO SDINSTALLATIONETHAFOAM PAD 20+00 21+00 22+00 23+00 24+00110+00110+60111+00111+66120+00120+63109+00109+66107710104 858 124 116 110 WILLIAMS AVE S 8" SD PVC 8" SD PVC 12" SD PP 12" SD PP 12" SD PP 12" SD PP CB #20 TYPE 1 W/ GRATE STA 21+44.94 SDMH #W3 TYPE 2 - 48" STA 21+91.80 SDMH #W4 TYPE 2 - 48" STA 23+06.40 SDMH #W5 TYPE 2 - 48" STA 23+72.64 SDMH #W6 TYPE 2 - 48" STA 23+97.81 12" SD DI CB #21 TYPE 1 W/ GRATE STA 21+91.80 OFFSET 34.39' LT 7 PH #W7 PH #W6 PH #W8S 2ND ST123 3 6" SD DI 12 8" SD PVC 8" SD PVC PH #L6 PH #L7 PH #L8 PH #L9 PH #L10 18 4 4 CB #11 TYPE 1 W/ GRATE STA 21+83.37 OFFSET 3.67' RT 12" SD PP4 Manhole # 10 & 144 HH tductductductducHH # UN-92463-TAIN NW CORNERSIDEWALK 7.5'FROM EOC HH # UN-94 463-TAIN NE CORNER SIDEWALK 3.0' BEHINDPLANTER BOXtductductductductduc CON-C-4IN-WHIT1 Duct w/1 Copper Cable - 100 PR tductduc HH HH # UN-71463-TA IN SIDEWALK 4.0'BEHIND LOADINGZONE SIGN. tductductductductductductductductductductductductductductductductductductductductduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tductductductductductductductductductductductductductductductductductductductductductduc FSC [BERMICO] 7 Ducts w/4 Copper Cables - 300 PR to 3600 PR 4 Fiber Cables - 24 to 216 TK-TRANSITE8 Ducts4 Copper Cables - 900 PR to 2400 PR1 Fiber Cable - 36 1 Duct w/1 Copper Cable - 100 PR HH # UN-97463-TA: 1-TermIN SIDEWALK5.5' FROM EOC tduc tduc tduc tduc tduc tduc tduc tduc 1 Duct w/1 Copper Cable - 100 PR Handhole # 31221-term HALF WAY INSIDEWALK 1.5'FROM EOC. tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc 1 Duct w/1 Copper Cable - 100 PR TO RENTON WIRE CENTER225 WILLIAMS AVE S tduc TO MH 193SHEET 6 TO FIELDTO MH 334 MH # 2-23.5'x8'x5.5' IN SE CORNERSIDEWALK 34"W x 14" D concrete Duct@ 36" to top of Duct 16"W x 21" D concrete Duct@ 41" to top of Duct 18"W x 21" D concrete Duct@ 36" to top of Duct 4" PVC @ 34" DEPTH 22"W x 22" D concrete Duct@ 31" to top of Duct HH HH Conflict #4 [20'] Ug. Duct run crossing proposed12" storm pipe & catch basin.Potholing and profile above suggest 12" Storm pipe beingplaced over duct run. Protect duct run in place. HH HH tduc tduc tduc 1 Duct 4" CBO w/1 Copper Cable - 100 PR tductducHH # UN-93 463-TAIN PAVED PARKING LOT12.0' FROM EOC Conflict #5 [20'] Ug. Duct crossing proposed 8"storm pipe connecting toexisting. Ex. Lumen Not on profile above suggest depth& locate in field. 107 FIELD TO VERIFY DEPTH & LOCATION OF 100pr COPPER. Locate & confirm depth of Lumen4", check against SD IEPROTECT IN PLACENo conflicts anticipated this sheet. DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\20-10723 Burnett-Williams\Design\dwgs\P20-10723_C-4-5-6 Williams.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE OF WASHING T ONR EGIST E R E DP R OFESSIONAL ENG INE E R REBL DAYO C HI LTREEECCA OVE BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS DECEMBER 2023 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 WILLIAMS AVE S PLAN AND PROFILE STA 24+50 TO 29+50 C-5 X X R. OCHILTREE, P.E. P. SIMON HORIZ. 1" = 20'-0" VERT. 1" = 5'-0"MATCHLINE STA - SEE DWG 24+50 C-4MATCHLINE STA - SEE DWG 24+50 C-4MATCHLINE STA - SEE DWG 29+50C-6MATCHLINE STA - SEE DWG 29+50 C-6 NOTES: 1. ALL EXISTING TYPE 1 CATCH BASIN AND LATERALS SHALL BE REMOVED AND REPLACED AS SHOWN. 2. PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS DENOTED AS ABANDONED OR TO BE REMOVED. 3. INSTALL ETHAFOAM PAD BETWEEN PIPES IF CLEARANCE IS 6" OR LESS. 4. MAKE CONNECTIONS FROM NEW PIPES TO EXISTING PIPES VIA COUPLING BANDS (FERNCO OR SIMILAR). 5. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00. 6. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00. 7. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00. 8. LIMIT DISTURBANCE TO EXISTING SIDEWALK AND PLANTER STRIP TO THE EXTENT NECESSARY FOR PIPE AND CATCH BASIN INSTALLATION. ANY SIDEWALK DAMAGED BY OPERATION OF CONSTRUCTION EQUIPMENT ON SIDEWALK SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CITY. 9. PIPES DENOTED AS PVC SHALL BE C900 PVC. 10. CONTRACTOR IS RESPONSIBLE FOR PRESERVING, PROTECTING, AND TEMPORARY BYPASS PROVISIONS AS NECESSARY TO MAINTAIN UTILITIES AND SERVICE. CONSTRUCTION NOTES: FIELD VERIFY IF EXISTING GAS LINE IS ACTIVE OR ABANDONED AT LEAST 1 WEEK IN ADVANCE OF TRENCHING IN THIS LOCATION. IF ACTIVE, PROTECT IN PLACE. IF ACTIVE AND IN CONFLICT WITH PROPOSED STORM DRAIN, COORDINATE WITH PSE TO RELOCATE. IF ABANDONED, COORDINATE WITH PSE FOR REMOVAL/ABANDONMENT PROCEDURE. PLUG AND CAP EXISTING STORM DRAIN. EXISTING WATER MAIN, PROTECT IN PLACE. CONNECT TO EXISTING STORM DRAIN LATERAL. FIELD VERIFY IF THE EXISTING STORM DRAIN LATERAL CONNECTION IS ACTIVE OR ABANDONED AT LEAST 1 WEEK IN ADVANCE OF TRENCHING IN THIS LOCATION. IF ACTIVE, MAKE CONNECTION FROM EXISTING PIPE TO NEW PIPE WITH NYOPLAST FITTING (OR SIMILAR). IF ABANDONED, PLUG AND CAP. EXISTING HIGH PRESSURE GAS LINE, PROTECT IN PLACE. 1 3 7 2 4 12 25+00 26+00 27+00 28+00 29+00 40 35 30 25 20 15 40 35 30 25 20 45 15 45 SDMH #W7RIM EL 39.05IE 31.6 - 12" IN (S)IE 31.6 - 12" OUT (N)IE 35.0 - 12" IN (NE)SEE LATERAL PROFILE T/C-11SDMH #W8RIM EL 39.39IE 31.3 - 12" IN (SE)IE 30.8 - 18" OUT (N)IE 37.1 - 12" IN (W)SEE LATERAL PROFILE M/C-11SDMH #W9RIM EL 38.85IE 30.3 - 18" IN (S)IE 30.3 - 18" OUT (N)IE 36.4 - 12" IN (W)IE 35.8 - 12" IN (E)SEE LATERAL PROFILE N/C-11SDMH #W11RIM EL 37.77IE 26.6 - 24" IN (W)IE 26.6 - 24" OUT(N)SDMH #W10RIM EL 38.3389 LF - 18" PP SD S=0.5% 227 LF - 18" PP SD S=0.5% EX GRADE AT C/L OF PIPE ALIGNMENTEX 6" S, IE 36.1EX 3/4" W, EL UKNEX 5/8" G, IE 35.89EX 3/4" W, EL UKNEX 3/4" W, EL UKNEX 3/4" W, EL UKNEX 3/4" W, EL UKNEX 3/4" W, EL UKNEX E, EL UKNEX G, EL UKNWILLIAMS MWS-LINEARMODULAR WETLANDEX 1 1/2" G, IE 34.691 EX 3/4" W, EL UKNEX W, EL UKNEX 1 1/4" G, IE 36.68EX 1/2" G, EL UKNEX 5/8" G, IE 36.3EX 3/4" W, EL UKNEX 5/8" G, IE 35.6428 LF 12" PP SD S=1.2% 11 LF 18" PP SD S=0.5%IE 28.6 - 18" IN (N)IE 26.7 - 24" OUT (E)IE 26.7 - 36" IN (W)SDMH #T4RIM EL 37.9622 LF 24" PP SD S=0.25%EX 12" STW G, EL UKNEX 12" W, IE 33.2±21 LF 18" PP SD S=0.5%IE 29.1 - 18" IN (S)IE 29.1 - 18" OUT (N)IE 35.4 - 12" IN (W)IE 34.4 - 12" IN (E)SEE LATERAL PROFILE P/C-11IE 29.0 - 18" IN (S)IE 28.7 - 18" OUT (N)SEE DWG C-984 LF 24" PP SD S=0.25%EX 12" W, IE 31.5±EX 12" G, IE 36.2±EX 6" W, IE 33.4CLEARANCE 33.4' - 32.9' = 6'' ETHAFOAM PADS CLEARANCE 33.2' - 32.4' = 10"25+0026+00 27+00 28+00 29+0043+0043+50112+00112+50113+00113+60114+00114+60140+00 140+50 798187919599101 75 98 94 84 82 78 74 66 WILLIAMS AVE S STATION CONTROL STA 28+91.97= S TOBIN ST STA 43+15.29 N 179466.7320 E 1300866.6916S TOBIN STSDMH #W7 TYPE 2 - 48" STA 24+95.25 12" SD DI 12" SD DI 12" SD DI SDMH #W10 TYPE 2 - 48" STA 28+46.95 18" SD PP CB #26 TYPE 1 W/ GRATE STA 28+46.95 OFFSET 25.35' LT 36" SD PP CB #25 TYPE 1 W/ GRATE STA 28+46.95 OFFSET 12.73' LT 18" SD PP WILLIAMS MWS-LINEAR MODULAR WETLAND, SEE DWG C-9 13' x 9' PH #10 PH #9 PH #8 PH #7 SDMH #W9 TYPE 2 - 48" STA 26+20.17 12" SD DI 24" SD PP CB #23 TYPE 1 W/ GRATE STA 26+20.81 OFFSET 12.76' LT CB #24 TYPE 1 W/ GRATE STA 26+18.85 OFFSET 25.30' RT 1 SEE DWG C-712" SD DI 12 7 CB #22 TYPE 1 W/ GRATE STA 25+20.98 OFFSET 12.72' LT 12" SD PP SDMH #W8 TYPE 2 - 48" STA 25+20.98 12" SD PP 2 2 2 2 3 3 12 18" SD PP INSTALL NEW 12" GATE VALVE SDMH #W11 TYPE 2 - 48" STA 29+13.84SDMH #T4 TYPE 2 - 60" STA 28+91.97 PH #L12 PH #L13 PH #L14 PH #L15 PH #L16 PH #L17 2 12 CB #28 TYPE 1 W/ GRATE STA 24+98.14, LT 11.2' 12" SD PP Potential Conflict w/ Duct &Proposed Storm Drain See sheet 11 Manhole # 11-18'x4'x6'IN PAVEMENT5.0' FROM EOC Manhole # 2025'x10.5'x6.2' IN SIDEWALK6.0' FROM EOC tductductduc tductductductductduc tductductductductductductductductductductductductductductductductductductductductduc 1 Duct w/ 1 Copper Cable - 100 PR tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc TK-TRANSITE8 Ducts4 Copper Cables - 900 PR to 2400 PR1 Fiber Cable - 36 FSC7 Ducts w/3 Copper Cables - 2400 PR to 3600 PR4 Fiber Cables - 24 to 2161 Duct w/ 1 Copper Cable - 100 PRBuried Copper Cable 300 PR tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tductductductductductductductductductductductductductductductductductduc 18"W x 24"D concrete Duct @ 36" to top of Duct 4" PVC @ 42" DEPTH 22"W x 26"D concrete Duct@ 30" to top of Duct 18"W x 22"D concrete Duct@ 34" to top of Duct 18"W x 21"D concrete Duct@ 31" to top of Duct 18"W x 22"D concrete Duct@ 33" to top of Duct Conflict #6 [20']Ug. Duct run crossing proposed12" Storm pipe. PH Data suggests 12" SD will be placedover Duct run. Protect duct run in place. Conflict #7 MH 11-1 in proposed pavedarea. Protect in place & adjust as needed. Conflict #8 [20']Ug. Duct run crossing proposed 12" Storm pipe. PH Data &Profile N above suggests 12" SD will be placed over Duct run. Protect duct run in place. Conflict #9 [20']Ug. Duct run crossing proposed 12" Storm pipe. PH Data &profile P above suggests 12" SD will be placed over Duct run. Protect duct run in place. TO C.O. 108 Handhole # 96 1-termHALF WAY INSIDEWALK 1.5'FROM EOC. HH Handhole # 86 1-termHALF WAY INSIDEWALK 1.5'FROM EOC. HH 1 Duct w/ 1 Copper Cable - 100 PR HH Handhole # 801-termHALF WAY INSIDEWALK 2.0'FROM EOC. HH Handhole # 81 1-termIN SIDEWALK3.5' FROM EOC. HH Handhole # 89 1-termIN SIDEWALK3.0' FROM EOC. HH Handhole # 97 1-termIN SIDEWALK2.0' FROM EOC.HHHandhole # 105 1-termIN SIDEWALK 2.5'FROM EOC. PROTECT IN PLACENo conflicts anticipated this sheet. Adjust manhole for grind &overlay DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\20-10723 Burnett-Williams\Design\dwgs\P20-10723_C-4-5-6 Williams.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE OF WASHING T ONR EGIST E R E DP R OFESSIONAL ENG INE E R REBL DAYO C HI LTREEECCA OVE BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS DECEMBER 2023 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 WILLIAMS AVE S PLAN AND PROFILE STA 29+50 TO 31+14.97 C-6 X X R. OCHILTREE, P.E. P. SIMON HORIZ. 1" = 20'-0" VERT. 1" = 5'-0"MATCHLINE STA - SEE DWG 29+50C-5MATCHLINE STA - SEE DWG 29+50 C-5 CONSTRUCTION NOTES: PLUG AND CAP EXISTING STORM DRAIN. EXISTING WATER MAIN, PROTECT IN PLACE. EXISTING HIGH PRESSURE GAS LINE, PROTECT IN PLACE. PROTECT EXISTING TDUC IN PLACE. 2 3 NOTES: 1. ALL EXISTING TYPE 1 CATCH BASIN AND LATERALS SHALL BE REMOVED AND REPLACED AS SHOWN. 2. PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS DENOTED AS ABANDONED OR TO BE REMOVED. 3. INSTALL ETHAFOAM PAD BETWEEN PIPES IF CLEARANCE IS 6" OR LESS. 4. MAKE CONNECTIONS FROM NEW PIPES TO EXISTING PIPES VIA COUPLING BANDS (FERNCO OR SIMILAR). 5. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00. . 6. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00. 7. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00. 8. LIMIT DISTURBANCE TO EXISTING SIDEWALK AND PLANTER STRIP TO THE EXTENT NECESSARY FOR PIPE AND CATCH BASIN INSTALLATION. ANY SIDEWALK DAMAGED BY OPERATION OF CONSTRUCTION EQUIPMENT ON SIDEWALK SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL COST EXPENSE TO THE CITY. 9. PIPES DENOTED AS PVC SHALL BE C900 PVC. 10. CONTRACTOR IS RESPONSIBLE FOR PRESERVING, PROTECTING, AND TEMPORARY BYPASS PROVISIONS AS NECESSARY TO MAINTAIN UTILITIES AND SERVICE. 12 18 30+00 31+00 40 35 30 25 20 15 45 40 35 30 25 20 15 45 SDMH #W12RIM EL 37.4584 LF 24" PP SD S=0.25% EX GRADE AT C/L OF PIPE ALIGNMENT OUTFALL IE 25.3SDMH #W14RIM EL 36.92CARRY-THROUGHSTRUCTUREEX G, EL UKNEX G, EL UKN66 LF 24" PP SD S=0.25%SDMH #W13RIM EL 37.07IE 26.4 - 24" IN (SE)IE 26.4 - 24" OUT (NE)IE 26.2 - 24" IN (S)IE 26.2 - 24" OUT (NW)SDMH #W16RIM EL 37.14IE 26.0 - 24" IN (SE)EX IE 26.0 - 12" OUT (N)EX IE 26.0 - 12" IN (S)24 LF 24" PP SD S=0.25%EX 12" W, EL UKNEX CONC DUCTEX CONC DUCTEX G, EL UKNEX P, EL UKN11 LF 24" PP SD S=0.25% 15 LF 24" PP SD S=0.25%EX 12" CONC OUTFALLEX 24" W, IE 29.8±CLEARANCE 29.8' TO 28.4' = 16.8"IE 26.5 - 24" IN (S)IE 26.5 - 24" OUT (NE)IE 34.2 - 12" IN (W)SEE LATERAL PROFILE U/C-11IE 26.3 - 24" IN (SW)IE 26.3 - 24" OUT (N)EX SS IE 27.4 - 8" IN (E)EX SS IE 27.4 - 8" OUT (W)PER DETAIL 1/C-12SDMH #W15RIM EL 37.1230+00 31+00115+00115+60720 55720 S TILLICUM STWILLIAMS AVE S SDMH #W16 TYPE 2 - 48" STA 31+14.97 SDMH #W12 TYPE 2 - 48" STA 29+97.77 24" SD PP 24" SD PP PH #W9 2 PH #L18 PH #L19 PH #L24 PH #L23 PH #L20 PH #L21 PH #L22 12 3 2 SDMH #W13 TYPE 2 - 48" W/ GRATE STA 30+13.39 SDMH #W14 TYPE 2 - 60" STA 30+37.68 24" SD PP SDMH #W15 TYPE 2 - 48" STA 30+51.05 CB #27 TYPE 1 W/ GRATE STA 29+97.77, 34.5' LT 24" SD PP 12" SD DI 24" SD PP 18 Manhole # 2035'x10.5'x6.2'IN SW CORNERSIDEWALK 2.5'FROM EOC Manhole # 128'x4'x6'IN PAVEMENT 1.5' FROM EOC tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc tduc CON-B-4IN-GRAY 10 Ducts w/2 Copper Cables - 2400 PR & 3600 PR 4 Fiber Cable - 24 to 216 tduc tdu c tduc tduc tductductductducCON-C-4IN-WHIT1 Duct 300pr ug. copper TO PED 60 SEE SHT 7 tduc 4IN-STEEL PIPE 8 Duct 2-2400pr ug. copper 1500pr ug. copper1200pr ug. copper 900pr ug. copper36ct ug. fiber FSC 7 Ducts w/3 Copper Cables - 2400 PR to 3600 PR4 Fiber Cables - 24 to 2161 Duct w/1 Copper Cable - 100 PRBuried Copper Cable300 PR TK-TRANSITE 8 Ducts4 Copper Cables - 900 PR to 2400 PR 1 Fiber Cable - 36 2" PVC @ 25" DEPTH 36"W x 28"D concrete Duct@ 44" to top of Duct 36"W x 21"D concrete Duct@ 23" to top of Duct 20"W x 12"D concrete Duct@ 17" to top of Duct 36"W x 12"D concrete Duct@ 48" to top of Duct 18"W x 4"D concrete Duct@ 20" to top of Duct 18"W x 4"D concrete Duct@ 18" to top of Duct 44.00 in 28.00 in 23.00 in 21.00 in Conflict #10 [20']Ug. Duct run crossing proposed 12" Storm pipe. PH Datasuggests 12" SD will be placed over Duct run. Protect duct run in place. Conflict #11 [20'] Ug. Duct run crosses withstorm pipe capping. Protect duct run in place. Conflict #12 [20']Ug. Duct run crossing proposed 24" Storm pipe.Profile & Google Drive-Bysuggest that Lumen facilitieswill be above proposed 24"Storm pipe. Protect duct run in place. Conflict #13 [20'] Ug. Duct run crossing proposed24" Storm pipe. Profile & Google Drive-By suggest thatLumen facilities will be aboveproposed 24" Storm pipe. Protect duct run in place. 109 HH Handhole # 60 1-termBETWEENSIDEWALK &CURB 0.5' FROMEOC. tductductduc CON-B-4IN-GRAY10 Ducts w/ 2 Copper Cables - 2400 PR & 3600 PR4 Fiber Cable - 24 to 216 HH Handhole # 63 1-termIN SIDEWALK3.0' FROM EOC. PROTECT IN PLACENo conflicts anticipated this sheet. HORIZ. 1" = 20'-0" VERT. 1" = 5'-0" DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\20-10723 Burnett-Williams\Design\dwgs\P20-10723_C-7 Tobin.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE OF WASHING T ONR EGIST E R E DP R OFESSIONAL ENG INE E R REBL DAYO C HI LTREEECCA OVE BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS DECEMBER 2023 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 S TOBIN ST PLAN AND PROFILE STA 40+00 TO 43+50 C-7 X X R. OCHILTREE, P.E. P. Simon NOTES: 1. ALL EXISTING TYPE 1 CATCH BASIN AND LATERALS SHALL BE REMOVED AND REPLACED AS SHOWN. 2. PROTECT ALL EXISTING UTILITIES IN PLACE UNLESS DENOTED AS ABANDONED OR TO BE REMOVED. 3. INSTALL ETHAFOAM PAD BETWEEN PIPES IF CLEARANCE IS 6" OR LESS. 4. MAKE CONNECTIONS FROM NEW PIPES TO EXISTING PIPES VIA COUPLING BANDS (FERNCO OR SIMILAR). 5. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00. 6. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00. 7. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00. 8. LIMIT DISTURBANCE TO EXISTING SIDEWALK AND PLANTER STRIP TO THE EXTENT NECESSARY FOR PIPE AND CATCH BASIN INSTALLATION. ANY SIDEWALK DAMAGED BY OPERATION OF COSTRUCTION EQUIPMENT ON SIDEWALK SHALL BE REPLACED IN KIND BY THE CONTRACTOR AT NO ADDITIONAL EXPENSE TO THE CITY. 9. PIPES DENOTED AS PVC SHALL BE C900 PVC. 10. CONTRACTOR IS RESPONSIBLE FOR PRESERVING, PROTECTING, AND TEMPORARY BYPASS PROVISIONS AS NECESSARY TO MAINTAIN UTILITIES AND SERVICE. CONSTRUCTION NOTES: PLUG AND CAP EXISTING STORM DRAIN. CONNECT TO EXISTING STORM DRAIN LATERAL. REMOVE EXISTING CATCH BASIN. PROTECT EXISTING TDUC IN PLACE. 2 4 17 18 29+00 30+0040+00 41+00 42+00 43+00 43+50 9+0010+00121+00121+60130+00130+61150+00 150+60 WILLIAMS AVE SSTATION CONTROL S TOBIN ST STA 43+15= WILLIAMS AVE S STA 28+94.28 N 179466.73 E 1300866.69 S TOBIN STSTATION CONTROL S TOBIN ST STA 40+20= BURNETT AVE S STA 10+15.72 N 179475.95 E 1300571.55 SDMH #B10 TYPE 2 - 48" SDMH #T2 TYPE 2 - 60" STA 41+59.55 12" SD DI 36" SD PP 36" SD PP SDMH #B11 TYPE 2 - 60" STA 40+18.25 SDMH #T4 TYPE 2 - 60" STA 43+15.04 12" SD DI TOBIN MWS-LINEAR MODULAR WETLAND, SEE DWG C-8 21' x 9'BURNETT AVE SCB #43 - TYPE 1 STA 41+62.84 OFFSET 26.61' LT 12" SD DI 12" SD DI CB #44 - TYPE 1 STA 41+62.84 OFFSET 7.49' RT PH #8 PH #2 PH #1 CB #41 - TYPE 1 STA 40+49.95 OFFSET 25.58' LT CB #42 - TYPE 1 STA 40+49.85 OFFSET 8.06' RT 2 2 2 2 2 2 2 36" SD PP 18" SD PP WILLIAMS MWS-LINEAR MODULAR WETLAND, SEE DWG C-9 13' x 9'SEE DWG C-3SEE DWG C-5SDMH #T1 TYPE 2 - 60" STA 40+49.88 SDMH #W11 TYPE 2 - 48" STA 43+36.91, 0.58' LT 17 24" SD PP PH #L3 PH #L14 PH #L15 PH #L16 PH #L17 PH #L24 SDMH #T3 TYPE 2 - 72" STA 41+59.55 18 4 8" SD PVC 18 2 15 20 25 30 35 40 45 50 15 20 25 30 35 40 45 50 40+00 41+00 42+00 43+00 EX GRADE AT C/L OF PIPE ALIGNMENT 109 LF - 36" PP SD S=0.25% 100 LF - 36" PP SD S=0.25%SDMH #T2RIM EL 37.22IE 29.1 - 18" IN (SW)IE 29.4 - 12" IN (N)IE 27.9 - 18" OUT (E)SDMH #T4RIM EL 37.96IE 28.6 - 18" IN (N)IE 26.7 - 24" OUT (E)IE 26.7 - 36" IN (W)EX P/TEL/TV DUCTEX 24" W, IE 30.6SDMH #B11RIM EL 36.741 1/4" EX G, IE 34.63EX 8" PVC S, IE 26.74±TOBIN MWS-LINEARMODULAR WETLAND23 LF 36" PP SDEX 6" CONC SD, IE 35.0±EX ES=0.25%IE 27.8 - 18" OUT (W)IE 27.8 - 36" OUT (E)IE 33.5 - 12" IN (NE)IE 33.5 - 12" IN (SE)SEE LATERALPROFILE F/C-10EX 8" W, IE 30.2EX 4" W (ABANDONED)EX 2" GAS, IE 33.2±TO BE RELOCATEDBY OTHERS PRIORTO CONSTRUCTION12" EX G, IE 32.65EX 12" W, IE 31.56EX 8" CONC SD, IE 34.1TO BE ABANDONEDSDMH #W11RIM EL 37.77IE 26.6 - 24" IN (W)IE 26.6 - 24" OUT(N)18 LF - 24" PP SD S=0.25%IE 27.3 - 36" IN (W)IE 27.0 - 36" OUT (E)SEE DWG C-8SDMH #T1RIM EL 36.59EX 4" PVC, IE 33.7TO BE RELOCATEDBY OTHERS PRIORTO CONSTRUCTIONEX 18'' W x 24'' D CONC DUCTIE 34.53IE 27.5 - 36" IN (W)IE 27.5 - 36" OUT (E)IE 34.1 - 12" IN (N)IE 34.1 - 12" IN (S)SEE LATERALPROFILE S/C-11SDMH #T3RIM EL 37.29CARRY-THROUGHSTRUCTUREIE 27.4 - 36" IN (W)IE 27.4 - 36" OUT (E)EX SS IE 27.2± - 8" OUT (N)EX SS IE 27.2± - 8" IN (S)PER DETAIL 2/C-128 LF 36" PP SD S=0.25% CLEARANCE 29.4 TO 30.6 = 1'-2" CLEARANCE 30.2 TO 29.4 = 10" 32 LF 18" PP SD S=0.25% Conflict #14 [30'] Ug. Duct run crossing proposed36" Storm pipe. PH Data & profile below suggests 36" SDwill be placed over Duct run. Protect duct run in place.tductductductductductductductductduc1 Duct w/1 Copper Cable - 100 PRtductductductductductductductductducTK-TRANSITE 8 Ducts4 Copper Cables - 900 PR to 2400 PR 1 Fiber Cable - 36 FSC7 Ducts w/ 3 Copper Cables - 2400 PR to 3600 PR4 Fiber Cables - 24 to 216 1 Duct w/1 Copper Cable - 100 PR Buried Copper Cable300 PR tductductductductductductductductductductductductductductductductduc18"W x 24"D concrete Duct@ 36" to top of Duct 4" PVC @ 42" DEPTH 22"W x 26"D concrete Duct@ 30" to top of Duct 18"W x 22"D concrete Duct@ 34" to top of Duct 42.00 in 36.00 in 31.00 in Conflict #2 [20'] Ug. copper crossing proposed 18"Storm pipe. PH data shows Lumen at 31" depth. Forte shows0-wkg. Suggest to abdn. Ped 82-2size 6"1-term Ped 72size 4" 1-term: Busted Ug. Cable 1-4" CBO 300 PR Copper TO PED 60SEE SHEET 7 tductductductductductductductductductduc10-wkg tductductducUg. Cable 1-4" PVC 50 PR Copper Ug. Cable 1-4" PVC50 PR Copper DEAD TO C.O.TO P.100SEE SHT 7 4" PVC @ 31" DEPTH TO C.O.TO MH's 202 & 11-1SEE SHEET 9 TO C.O.TO HH-94SEE SHEET 8 TO MH's 203 & 12SEE SHEET 10 1010 Possible ped replacement?XXXXXXXXDeactivate/abandon existing50pr [JX5] Deactivate/abandon existing50pr [JX5] During construction, removeexisting pedestal, cut andabandon 50pr DUPLICATE OF PAGE 6