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Home My WebLink AboutContract - Volume 2General Bid Information: Builders Exchange of Washington, Inc. (425) 258-1303 City Contact: Troy Solly, PE (425) 430-7313 tsolly@rentonwa.gov Award Amount: _____________________ Award Date: _____________________ Award To: _____________________ _____________________ _____________________ Contract No.: 24-098 Burnett Ave S and Williams Ave S Storm System Improvement Project Contract Documents Funded in part by the Washington State Department of Ecology and the King County Flood Control District Project No.: SWP-27-4088, WWP-27-4088 Public Works Department Utilities Systems Division Approved for Bid ____________________________ ___________ City of Renton Date: Renton City Hall—5th Floor 1055 South Grady Way Renton, Washington 98057 Approved for Construction ____________________________ ___________ City of Renton Date: Volume 2 of 2 05/01/2024 $2,659,248.64 June 17th, 2024 R.L. Alia Company 10831 SE 181st St Renton, WA 98055 06/26/2024 STORM SYSTEM IMPROVEMENTS SWP-27-4088 APRIL 2024 FUNDED IN PART BY WASHINGTON STATE DEPARTMENT OF ECOLOGY COPYRIGHT © 2024 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVED Pa t h : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D e s i g n \ d F i l e n a m e : P 2 0 - 1 0 7 2 3 _ G - 1 P l o t d a t e : A p r 1 1 , 2 0 2 4 -1 0 : 5 9 : 4 9 a m C A D U s e r : R N i c o l a s . X r e f F i l e n a m e : | X 2 0 - 1 0 7 2 3 _ P r e l i m | G-1 27of1 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 S WILLIAMS AVE S S 2ND ST B R O N S O N W A Y N LOGAN AVE S WELLS AVE S N 1 S T S T MAIN AVE S DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ G - 2 . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS DECEMBER 2022 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 INDEX OF DRAWINGS G-2 02 27 R. OCHILTREE, P.E. A. CARIASO N/A INDEX OF DRAWINGS SHEET NO.DRAWING TITLEDWG NO. GENERAL 1 G-1 COVER SHEET AND VICINITY MAP 2 G-2 INDEX OF DRAWINGS 3 G-3 LEGEND, ABBREVIATIONS, AND DESIGNATIONS 4 G-4 GENERAL AND SURFACE WATER DRAINAGE NOTES 5 G-5 TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC) AND WASTEWATER AND WATER UTILITY NOTES CIVIL 6 C-1 KEY PLAN, SURVEY CONTROL, AND TESC PLAN 7 C-2 BURNETT AVE S - PLAN AND PROFILE STA 1+00 TO 5+75 8 C-3 BURNETT AVE S - PLAN AND PROFILE STA 5+75 TO 11+50 9 C-4 WILLIAMS AVE S - PLAN AND PROFILE STA 20+00 TO 24+50 10 C-5 WILLIAMS AVE S - PLAN AND PROFILE STA 24+50 TO 29+50 11 C-6 WILLIAMS AVE S - PLAN AND PROFILE STA 29+50 TO 31+00 12 C-7 S TOBIN ST - PLAN AND PROFILE STA 40+00 TO 43+50 13 C-8 WATER QUALITY TREATMENT BMP DETAILS - S TOBIN STREET 14 C-9 WATER QUALITY TREATMENT BMP DETAILS - WILLIAMS AVE S 15 C-10 LATERAL PROFILES 16 C-11 LATERAL PROFILES 17 C-12 CIVIL DETAILS 18 C-13 WATER RELOCATION DETAILS 19 C-14 STRUCTURE TABLE AND POTHOLE INFORMATION RESTORATION 20 R-1 BURNETT AVE S RESTORATION PLAN STA 1+00 TO 6+00 21 R-2 BURNETT AVE S RESTORATION PLAN STA 6+00 TO 11+50 22 R-3 WILLIAMS AVE S RESTORATION PLAN STA 20+00 TO STA 25+00 23 R-4 WILLIAMS AVE S RESTORATION PLAN STA 25+00 TO STA 30+50 24 R-5 ADA CURB RAMP DETAILS TRAFFIC CONTROL 25 TC-1 BURNETT AVE S TRAFFIC CONTROL PLAN 26 TC-2 S TOBIN ST TRAFFIC CONTROL PLAN 27 TC-3 WILLIAMS AVE S TRAFFIC CONTROL PLAN KEY 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 WASHINGTON STATE DEPARTMENT OF ECOLOGY AGREEMENT NO. WQC-2023-RENTON-00022 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ G - 3 . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO LEGENDS, ABBREVIATIONS, AND DESIGNATIONS G-3 03 27 R. OCHILTREE, P.E. P. SIMON N/A EXISTING PIPING* PIPING IDENTIFICATION PIPING TO BE CONSTRUCTED UNDER THIS CONTRACT IS CALLED OUT BY SIZE FOLLOWED BY PIPING SYSTEM, ENCLOSED AS SHOWN: * PIPING SYSTEM DESIGNATIONS FOR EXISTING PIPE INDICATE TYPE OF SERVICE ONLY AND DO NOT IMPLY PIPE MATERIALS USED. DRAWING REFERENCE G GENERAL C CIVIL R RESTORATION TC TRAFFIC CONTROL DESIGNATIONS DETAIL NUMBER DRAWING NUMBER WHERE DETAIL IS REFERENCED SECTION, ELEVATION OR PROFILE REFERENCE LETTER DRAWING NUMBER WHERE SECTION IS REFERENCED ELEVATION LETTER DRAWING NUMBER WHERE ELEVATION IS DRAWN AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS AB ANCHOR BOLT AC ASPHALT CONCRETE ACP ASPHALT CONCRETE PAVEMENT ADS ADVANCED DRAINAGE SYSTEMS (PIPE) ANSI AMERICAN NATIONAL STANDARDS INSTITUTE APPROX APPROXIMATE APWA AMERICAN PUBLIC WORKS ASSOCIATION AVE AVENUE BF BLIND FLANGE BGS BELOW GROUND SURFACE BO BLOW-OFF BOT BOTTOM BSM BIORETENTION SOIL MIX CB CATCH BASIN CDF CONTROLLED DENSITY FILL CED CEDAR CF CUBIC FEET CFS CUBIC FEET PER SECOND CHLK CHAIN LINK FENCE CI CAST IRON C/L, CL CENTERLINE CLR CLEAR CMP CORRUGATED METAL PIPE CO CLEANOUT CONC CONCRETE CPE CORRUGATED POLYETHYLENE PIPE CPLG COUPLING CRZ CRITICAL ROOT ZONE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE CTR CENTER CULV CULVERT D DEPTH, DOUBLE, DRAIN DI DUCTILE IRON CLASS 50 DIA DIAMETER DR DRIVE DT DECIDUOUS TREE DWG DRAWING DWY DRIVEWAY E EAST, EASTING, ELECTRICAL EA EACH EL, ELEV ELEVATION EP EDGE OF PAVEMENT EW EACH WAY EX EXISTING FCA FLANGED COUPLING ADAPTER FF FINISHED FLOOR FG FINISH GRADE FL FLANGE FM FORCE MAIN FT FEET, FOOT G GAS GALV GALVANIZED GPM GALLONS PER MINUTE GPS GLOBAL POSITIONING SYSTEM GRAV GRAVEL H HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HP HORSEPOWER HYD HYDRANT ID INSIDE DIAMETER IE INVERT ELEVATION IPS IRON PIPE SIZE JB JUNCTION BOX L LENGTH LF LINEAR FEET LT LEFT MAP MAPLE MAX MAXIMUM MB MAILBOX MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MON MONUMENT MPE MEDIUM DENSITY POLYETHYLENE MUTCD MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES N NORTH, NORTHING NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM NE NORTHEAST NIC NOT IN CONTRACT NO. NUMBER NTS NOT TO SCALE NW NORTHWEST OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OHWM ORDINARY HIGH WATER MARK OP OVERHEAD POWER OPG OPENING P POWER PE PLAIN END PED XING PEDESTRIAN CROSSING PKWY PARKWAY P/L PROPERTY LINE PLS PROFESSIONAL LAND SURVEYOR PP POLYPROPYLENE PS PUMP STATION PSE PUGET SOUND ENERGY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT PVC POLYVINYL CHLORIDE C900 PVMT PAVEMENT PWR POWER RCW REVISED CODE OF WASHINGTON RD ROAD REQ'D REQUIRED RET RETAINING ROW RIGHT OF WAY RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY RPM REVOLUTIONS PER MINUTE / RAISED PAVEMENT MARKINGS RT RIGHT S SOUTH, SLOPE, SOCKET, SINGLE S SEWER SCH SCHEDULE SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE SDR STANDARD DIMENSION RATIO SE SOUTHEAST SERV SERVICE SF SILT FENCE, SQUARE FEET SMH SEWER MANHOLE SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE SST STAINLESS STEEL ST STREET STA STATION STD STANDARD STL STEEL SW SOUTHWEST SWPPP STORMWATER POLLUTION PREVENTION PLAN SYM SYMMETRICAL T TELEPHONE TBM TEMPORARY BENCHMARK TDH TOTAL DYNAMIC HEAD TELJB TELEPHONE JUNCTION BOX TELR TELEPHONE RISER TESC TEMPORARY EROSION AND SEDIMENT CONTROL THK THICK TV TELEVISION (CABLE) TVJB TELEVISION (CABLE) JUNCTION BOX TVR TELEVISION (CABLE) RISER TYP TYPICAL U/C UNDER CONSTRUCTION UD UNDERDRAIN UGP UNDERGROUND POWER UGT UNDERGROUND TELEPHONE UKN UNKNOWN UNO UNLESS NOTED OTHERWISE V VENT, VERTICAL W/ WITH W WATER, WEST, WIDTH WAC WASHINGTON ADMINISTRATIVE CODE WM WATER METER WS WATER SURFACE WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION WSRN WASHINGTON STATE REFERENCE NETWORK YRS YEARS ABBREVIATIONS PIPE DIRECTION OF FLOW (PLAN) TO BE REMOVED OR ABANDONED STORM DRAIN MANHOLE (SDMH) WITH GRATE STORM DRAIN MANHOLE (SDMH) OR SANITARY SEWER MANHOLE (SSMH) WITH SOLID LID CATCH BASIN (CB) WITH GRATE PIPE CAP CONCRETE PRECAST CONCRETE PERMEABLE CONCRETE GROUT OR SAND CONTROLLED DENSITY FILL (CDF) STRUCTURAL FILL CRUSHED SURFACING TOP COURSE CRUSHED SURFACING BASE COURSE DRAIN GRAVEL PIPE BEDDING BACKFILL, COMPACTED GROUND NATIVE SOIL A A-1 A C-1 SECTION LETTER TITLE TITLE 1 C-1SCALE: 1/2" = 1'-0" DETAIL TITLE TITLE A C-1SCALE: 1/2" = 1'-0" SECTION DRAWING NUMBER WHERE SECTION IS DRAWN PIPING SYSTEM PIPE SIZE PIPE MATERIAL EX 10" SS LEGEND EXISTING PROPOSED DHA SURVEY CONTROL MONUMENT IN CASE WATER MANHOLE FIRE HYDRANT WATER VALVE WATER METER WATER VAULT POST INDICATOR VALVE POWER POLE W/ LIGHT POWER POLE POWER POLE ANCHOR JUNCTION BOX STREET LIGHT VAULT TRAFFIC LIGHT CABLE TV VAULT POWER VAULT POWER/TELEPHONE JUNCTION BOX TELEPHONE VAULT TELEPHONE MANHOLE STORM/SANITARY SEWER MANHOLE STORM DRAIN CATCH BASIN (TYPE I)I STORM DRAIN CATCH BASIN (TYPE I) YARD DRAIN STORM CULVERT WHEEL CHAIR RAMP GAS METER GAS VALVE PIPE CAP PLAT LOT LINE STREET R/W LINE STREET R/W CENTERLINE FENCING UNDERGROUND STORM LINE UNDERGROUND SEWER LINE UNDERGROUND WATER LINE UNDERGROUND POWER LINE UNDERGROUND NATURAL GAS LINE OVERHEAD POWER LINE UNDERGROUND TELEPHONE TELEPHONE DUCT CABLE DUCT/FIBER OPTIC TELEPHONE DUCT/FIBER OPTIC MAILBOX SIGN WETLAND FLAG POT HOLE CONIFER TREE DECIDUOUS TREE 12" SD DI DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ G - 4 . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO GENERAL AND SURFACE WATER DRAINAGE NOTES G-4 04 27 R. OCHILTREE, P.E. A. BRADLEY N/A GENERAL NOTES SURFACE WATER DRAINAGE NOTES 1. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). 2. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. 3. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 4. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220.00, 220.10, AND 220.20. 5. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT-LOOKING LIDS PER THE CITY STANDARD PLAN 204.10, 204.20, 204.30, 204.40, AND 204.50. STRUCTURES SHALL HAVE: ·RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. ·ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/GUTTER LINE. ·ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT-OF-WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT-OF-WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 6. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASINS RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 7. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: ·4 - 8 INCH ROCK / 40 - 70% PASSING. ·2 - 4 INCH ROCK / 30 - 40% PASSING; AND ·LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 8. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT-LOCKING LID MARKED "STORM" OR "DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 9. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 10. ALL NEWLY-INSTALLED AND NEWLY-REHABILITATED (PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/OR PAVEMENT. 11. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 12. FOR ALL DISTURBED PERVIOUS AREAS (COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264.00. 13. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE CONTRACTOR OF THE CONTINUING LEGAL OBLIGATION AND/OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 14. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT-OF-WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY CONTROL SHALL APPLY. 15. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 16. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 1. ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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 PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 3. THE CITY OF RENTON AND BHC CONSULTANTS, LLC ASSUME NO RESPONSIBILITY FOR EXISTING UTILITY LOCATIONS AND ELEVATIONS. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION AND ELEVATION SO AS TO AVOID DAMAGE OR DISTURBANCE PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. THE INFORMATION IS PROVIDED FOR CONTRACTORS CONVENIENCE ONLY. THERE MAY BE DISCREPANCIES AND OMISSIONS. 4. A PRE-CONSTRUCTION CONFERENCE (PROVIDE MIN 7 DAY NOTICE) 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. (CONSTRUCTION OBSERVATION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 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 CITY OF RENTON, PUBLIC WORKS DEPARTMENT 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. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE STORM, WATER, AND SEWER IMPROVEMENTS, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 11. A PROJECT GEOTECHNICAL ENGINEERING REPORT IS AVAILABLE FOR CONTRACTOR REFERENCE AS NOTED IN THE CONTRACT BIDDING DOCUMENTS. 12. OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN. THE LINES THAT ARE SHOWN ARE LOCATED BY POINT-TO-POINT, POLE OR TOWER TO POLE OR TOWER. DETERMINE THE EXTENT OF HAZARDS OR IMPACTS ON CONSTRUCTION ACTIVITIES CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATIONS. PRIOR TO CONSTRUCTION, MEET WITH UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE. 13. MANHOLES, CATCH BASINS, AND OTHER STRUCTURES ARE GENERALLY SHOWN ON PLAN AND PROFILE DRAWINGS SYMBOLICALLY. CONSTRUCT MANHOLES, CATCH BASINS, AND OTHER STRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED. 14. ALL UTILITIES SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION (INCLUDING THOSE IDENTIFIED AS ABANDONED OR TO BE ABANDONED). 15. CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY IN ACCORDANCE WITH SECTION 1-07.16 OF THE WSDOT STANDARD SPECIFICATIONS. 16. PROTECTION OF THE ENVIRONMENT: NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE STATE OF WASHINGTON, DEPARTMENT OF ECOLOGY. 17. ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS SHALL BE INTERPRETED TO REFER TO THE HORIZONTALLY AND VERTICALLY PROJECTED PLANES UNLESS OTHERWISE INDICATED. LINEAL FOOTAGE OF PIPING SHOWN ON THE DRAWINGS REFERS TO HORIZONTAL LENGTH. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 18. SYSTEM OPERATION AND SERVICES SHALL BE MAINTAINED DURING CONSTRUCTION. REFER TO PLANS AND SPECIFICATIONS FOR DETAILS OF WORK SEQUENCE AND CONSTRAINTS. 19. ALL EXCAVATIONS ADJACENT TO POWER POLES OR OTHER RELATED FACILITIES (VAULTS, HANDHOLES, ETC.) SHALL COMPLY WITH WAC 296-155, PART N, EXCAVATION, TRENCHING AND SHORING. POLE PROTECTION/ SUPPORTING SYSTEMS USED WHILE EXCAVATING SHALL COMPLY WITH WAC 155-655 GENERAL PROTECTION REQUIREMENTS, ITEM (9) AND SHALL NOT AFFECT THE STRUCTURAL INTEGRITY OF POLES WHILE THE SYSTEMS ARE IN PLACE OR AFTER THE SYSTEMS HAVE BEEN REMOVED. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL RESTORATION OF ALL EXISTING FEATURES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION UNLESS OTHERWISE INDICATED BY THE ENGINEER. 21. THESE DRAWINGS AND THE IDEAS AND DESIGNS INCORPORATED HEREIN SHALL NOT BE USED, IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION OF CITY OF RENTON AND BHC CONSULTANTS, LLC. 22. CITY OF RENTON AND WSDOT STD PLANS REFERENCED ON THE DWGS ARE INCLUDED AS AN ATTACHMENT TO THE PROJECT SPECIFICATIONS. ANY OTHER STD PLANS REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS CAN BE OBTAINED FROM THE CITY OF RENTON. DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ G - 5 . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO TEMPORARY EROSION AND SEDIMENTATION CONTROL (TESC), AND WASTEWATER AND WATER UTILITY NOTES G-5 05 27 R. OCHILTREE, P.E. A. BRADLEY N/A TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) STANDARD PLAN NOTES TEMPORARY EROSION AND SEDIMENT CONTROL (TESC) STANDARD PLAN NOTES (CONT.) 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. 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, AND THE CONTRACTOR. 2. THE CONTRACTOR 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 PRESCRIBE D 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 CONTRACTOR. 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 CONTRACTOR 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. WASTEWATER UTILITY STANDARD NOTES 1. 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. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19.122. A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION.THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES. 2. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES,MAXIMUM DEPTH 18-INCHES,THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY.THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL(9-03.19). 3. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE (PVC) RUBBER-GASKETED ASTM D 3034, SDR 35, C900/C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY. 4. SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY. IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE (WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412. 5. OPEN- CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE (WSDOT SPECIFICATION 9-03. 9( 3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 6. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS & SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. KING COUNTY WASTEWATER TREATMENT DIVISION SEWER NOTES 1. CONTACT KING COUNTY WTD LPA AT LPA.TEAM@KINGCOUNTY.GOV AND 206-477-5414 A MINIMUM OF FIVE DAYS IN ADVANCE OF PRE-CONSTRUCTION CONFERENCE OF THIS PROJECT, AND 72 HOURS IN ADVANCE OF CONSTRUCTION WITHIN 50 FEET OF KING COUNTY WASTEWATER/METRO SEWER LINES. 2. A KING COUNTY MONITOR SHALL BE ONSITE AT ALL TIMES WHILE CONSTRUCTION IS TAKING PLACE OVER OR WITHIN 50 FEET OF THE KING COUNTY WASTEWATER/METRO SEWER LINE. 3. ANY MODIFICATIONS TO KING COUNTY WASTEWATER/METRO MANHOLES/LIDS ARE SUBJECT TO APPLICABLE STANDARDS AND APPROVAL BY LPA INSPECTOR. DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 1 . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO KEY PLAN AND SURVEY CONTROL AND TESC PLAN C-1 06 27 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-6 C- 7 BURNETT AVE S WILLIAMS AVE S S T O B I N S T S 2 N D S T DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 2 - 3 B u r n e t t . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO BURNETT AVE S PLAN AND PROFILE STA 1+00 TO 5+75 C-2 07 27 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 AND CURB RAMP DAMAGED BY OPERATION OF CONSTRUCTION EQUIPMENT ON SIDEWALK SHALL BE REPLACED TO MEET ADA COMPLIANCE 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+75 C-2 MA T C H L I N E S T A - S E E D W G 5+ 7 5 C - 2 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 2 - 3 B u r n e t t . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO 2 3 4 7 8 9 10 11 17 SD M H # B 1 RI M E L 3 8 . 4 6 EX I E 3 5 . 3 ± - 6 " I N ( S ) IE 3 4 . 5 - 1 8 " O U T ( N ) SD M H # B 3 RI M E L 3 8 . 1 4 IE 3 3 . 4 - 1 8 " I N ( S ) IE 3 3 . 4 - 1 8 " O U T ( N ) IE 3 6 . 9 - 6 " I N ( E ) SD M H # B 4 RI M E L 3 7 . 9 3 IE 3 2 . 8 - 1 8 " I N ( S ) IE 3 2 . 8 - 1 8 " O U T ( N ) IE 3 4 . 2 - 6 " I N ( W ) IE 3 4 . 9 - 1 2 " I N ( E ) SE E L A T E R A L P R O F I L E A / C - 1 0 SD M H # B 5 RI M E L 3 7 . 8 6 IE 3 2 . 5 - 1 8 " I N ( S ) IE 3 2 . 5 - 1 8 " O U T ( N ) IE 3 2 . 9 - 8 " I N ( W ) IE 3 2 . 8 - 6 " I N ( E ) T O B E CA P P E D A N D P L U G G E D SE E L A T E R A L P R O F I L E B / C - 1 0 97 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 B E A B A N D O N E D EX L T / F , E L U K N EX 2 " G , I E 3 4 . 9 TO B E F I E L D A D J U S T E D B Y CO N T R A C T O R T O P R O V I D E 6" M I N I M U M C L E A R A N C E EX 3 / 4 " W , E L U K N EX S , T O B E A B A N D O N E D EX G , E L U K N EX S , T O B E A B A N D O N E D EX G , E L U K N EX 3 / 4 " W , E L U K N EX G , E L U K N EX 3 / 4 " W , E L U K N EX 5 / 8 " G , I E 3 3 . 9 TO B E F I E L D A D J U S T E D BY C O N T R A C T O R T O PR O V I D E 6 " M I N I M U M CL E A R A N C E 50 40 35 30 25 20 15 1+00 2+00 3+00 4+00 5+00 EX GRADE AT C/L OF PIPE ALIGNMENTSS M H # 1 RI M E L 3 8 . 0 ± IE 3 2 . 3 3 - 8 " O U T ( N ) 35 30 25 40 45 50 20 15 SI D E S E W E R SI D E S E W E R SD M H # B 2 RI M E L 3 8 . 5 1 IE 3 3 . 7 - 6 " I N ( W ) IE 3 4 . 3 - 6 " I N ( E ) IE 3 3 . 7 - 1 8 " I N ( S ) IE 3 3 . 7 - 1 8 " O U T ( N ) 40 LF - 18" PP SD S=2.0% 1 1 1 425 LF - 8" PVC SS S=0.5% 52 LF - 18" PP SD, S=0.5% EX 5 / 8 " G , I E 3 4 . 8 TO B E R E L O C A T E D BY O T H E R S P R I O R TO C O N S T R U C T I O N EX 6 " S , T O B E A B A N D O N E D 9 9 104 115 710 107 103 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+00 100+00 100+60 101+00 101+60 SSMH #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 9 9 S 2ND ST CB #12 TYPE 1 W/GRATE STA 3+98.39 OFFSET 18.2' LT DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 2 - 3 B u r n e t t . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO ADDENDUM 1 RNI 05-2024 RLO1 BURNETT AVE S PLAN AND PROFILE STA 5+75 TO 11+50 C-3 08 27 R. OCHILTREE, P.E. P. SIMON HORIZ. 1" = 20'-0" VERT. 1" = 5'-0" MATCHLINE STA - SEE DWG 5+75 C-3 MA T C H L I N E S T A - S E E D W G 5+ 7 5 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 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 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. SITE SPECIFIC POTHOLE LOCATION. 5 10 13 14 17 40 1 191 1 SD M H # B 7 RI M E L 3 7 . 5 0 IE 3 1 . 8 - 1 8 " I N ( S ) IE 3 1 . 8 - 1 8 " O U T ( N ) IE 3 3 . 4 - 8 " I N ( E ) SE E L A T E R A L P R O F I L E C / C - 1 0 SD M H # B 8 RI M E L 3 7 . 2 5 IE 3 1 . 2 - 1 8 " I N ( S ) IE 3 1 . 2 - 1 8 " O U T ( N ) IE 3 4 . 4 - 1 2 " I N ( E ) IE 3 1 . 8 - 8 " I N ( W ) SE E L A T E R A L P R O F I L E D / C - 1 0 SD M H # B 9 RI M E L 3 6 . 8 3 IE 2 9 . 9 - 1 8 " I N ( S ) IE 2 9 . 9 - 1 8 " O U T ( N W ) IE 3 0 . 6 - 8 " I N ( W ) IE 3 1 . 7 - 8 " I N ( E ) SE E L A T E R A L P R O F I L E E / C - 1 0 89 LF - 18" PP SD, S=0.7% 188 LF - 18" PP SD S=0.7% EX 6 " W I E 3 2 . 5 1 EX C T / F , E L U K N EX 4 " W , I E 3 3 . 5 EX G , E L U K N 50 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 2 9 . 1 - 1 8 " I N ( S W ) IE 2 7 . 9 - 1 8 " O U T ( E ) IE 2 9 . 4 - 1 2 " I N ( S ) SD M H # B 1 2 RI M E L 3 6 . 3 2 IE 3 1 . 0 - 1 2 " O U T ( S ) IE 3 2 . 0 - 1 2 " I N ( N W ) IE 3 4 . 2 - 8 " I N ( N E ) IE 3 1 . 1 ± - 8 " I N ( E ) SE E L A T E R A L P R O F I L E G/ C - 1 0 , H / C - 1 0 , A N D V / C - 1 1 8 6 L F - 12" PP SD S =1 .9% EX E EX E 3- E X E EX L T / F EX C T / F EX S S M H 0 0 7 1 RI M E L 3 7 . 1 1 EX G , E L U K N IE 3 0 . 0 8 " I N ( S ) EX I E 3 0 . 0 8 " O U T ( N ) EX 1 1 / 8 " G , E L U K N 1 EX 6 " W , I E 3 2 . 7 8" SS 4" P V C T D U C IE 3 4 . 9 7 1 1 EX 5 / 8 " G , E L U K N 1 EX 1 0 8 " K C W T D / M E T R O 20 ' T O 2 5 ' D E E P EX 8 " S , I E 2 6 . 8 ± EX 8 " S , I E 2 8 . 3 ± EX 8 " S , I E 2 6 . 2 ± 27 LF - 18" PP SD S=0.7% IE 2 9 . 3 - 1 8 " I N ( S E ) IE 2 9 . 3 - 1 8 " O U T ( N E ) EX G , E L U K N 1 EX 1 0 8 " K C W T D / M E T R O 20 ' T O 2 5 ' D E E P EX 8 " S , I E 2 6 . 3 ± SD M H # B 1 1 RI M E L 3 6 . 6 9 EX 8 " S , I E 2 6 . 6 ± SD M H # B 1 0 RI M E L 3 6 . 6 7 EX G , E L U K N SEE DETAIL 1/C-13 FOR WATER RELOCATION DETAILS TO B E R E L O C A T E D PR I O R T O S D IN S T A L L A T I O N EX 1 0 8 " K C W T D / M E T R O 20 ' T O 2 5 ' D E E P 19 EX E , E L U K N 82104 95 S TILLICUM ST BURNETT AVE S S TOBIN ST 36" 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+00 41+00 6+00 7+00 8+00 9 +0 0 10+00 11+00 103+00 103+60 104+00 104+60 105+00 105+60 1 0 6 +0 0 1 0 6 +9 7 1 0 7 + 0 0 1 0 7 + 8 9 121+00 121+60 150+00 150+60 8" 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 SE E D W G C - 7 CB #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 8" 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 HORIZ. 1" = 20'-0" VERT. 1" = 5'-0" MA T C H L I N E S T A - S E E D W G 24 + 5 0 C - 5 MA T C H L I N E S T A - S E E D W G 24 + 5 0 C - 5 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 4 - 5 - 6 W i l l i a m s . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO WILLIAMS AVE S PLAN AND PROFILE STA 20+00 TO 24+50 C-4 09 27 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. CONTACT PSE 48 HOURS IN ADVANCE 888-321-7779 FOR FIELD OBSERVATION WHEN WORKING WITHIN 5 FEET OF HIGH PRESSURE LINE. PROTECT EXISTING TDUC IN PLACE. SITE SPECIFIC POTHOLE LOCATION. 3 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 4 - 5 - 6 W i l l i a m s . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO 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. 19 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 I E 3 5 . 7 - 1 2 " O U T ( N ) CB # W 2 RI M E L 3 9 . 4 7 IE 3 5 . 4 - 8 " I N ( S ) IE 3 5 . 4 - 8 " O U T ( N ) SD M H # W 3 RI M E L 3 9 . 4 9 IE 3 5 . 2 - 8 " I N ( S ) IE 3 3 . 4 - 1 2 " O U T ( N ) IE 3 7 . 2 - 1 2 " I N ( W ) IE 3 5 . 0 - 1 2 " I N ( S E ) SE E L A T E R A L P R O F I L E I / C - 1 0 SD M H # W 4 RI M E L 3 8 . 8 9 IE 3 3 . 2 - 1 2 " I N ( S ) IE 3 3 . 2 - 1 2 " O U T ( N ) IE 3 6 . 9 - 6 " I N ( W ) SE E L A T E R A L P R O F I L E J / C - 1 1 SD M H # W 5 RI M E L 3 9 . 1 3 IE 3 2 . 9 - 1 2 " I N ( S ) IE 3 2 . 9 - 1 2 " O U T ( N ) IE 3 5 . 3 - 8 " I N ( W ) SE E L A T E R A L P R O F I L E K / C - 1 1 SD M H # W 6 RI M E L 3 9 . 4 8 IE 3 2 . 8 - 1 2 " I N ( S ) IE 3 2 . 8 - 1 2 " O U T ( N ) IE 3 6 . 4 - 8 " I N ( W ) SE E L A T E R A L P R O F I L E L / C - 1 1 EX 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 SD EX L T / F EX G EX C T / F EX G EX W - T O F H EX G EX L T / F EX 6 " S , I E 3 4 . 0 EX 8 " W , I E 3 3 . 1 EX 1 1 / 4 " G , I E 3 6 . 5 , TO B E F I E L D A D J U S T E D B Y CO N T R A C T O R T O P R O V I D E 6" M I N I M U M C L E A R A N C E EX 8 " W , I E 3 6 . 4 , EX 6 " S , I E 3 4 . 4 EX E , E L U K N EX 3 / 4 " W , E L U K N EX E , E L U K N EX 6 " S IE 3 4 . 7 EX 6 " S , I E 3 4 . 9 EX 6 " S , I E 3 4 . 9 EX 5 / 8 " G , I E 3 6 . 2 EX E , E L U K N EX 5 / 8 " G , I E 3 6 . 1 EX 6 " S , I E 3 5 . 5 EX 6 " S , I E 3 5 . 6 EX E , E L U K N EX 6 " S , I E 3 6 . 8 EX L T / F EX G EX I E 3 8 . 0 1 - 8 " I N ( E ) EX I E 3 5 . 9 0 - 1 2 " O U T ( N ) EX 3 / 4 " W , E L U K N EX C B T Y P E 1 L RI M 3 9 . 7 0 EX C B T Y P E 1 L EX 6 " S , I E 3 5 . 1 EX I E 3 5 . 6 4 - 1 2 " I N ( S ) EX I E 3 7 . 0 4 - 8 " I N ( W ) EX I E 3 5 . 6 4 - 1 2 " I N ( E ) IE 3 5 . 8 - 8 " O U T ( N ) EX 5 / 8 " G , I E 3 7 . 4 CLEARANCE 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 SD EX 6 " S , I E 3 4 . 2 EX C B T Y P E 1 L EX W EX C T / F SEE DETAIL 2/C-13 FOR WATER RELOCATION DETAILS TO B E R E L O C A T E D PR I O R T O S D IN S T A L L A T I O N ETHAFOAM PAD 1919191919 19 1919 20+00 21+00 22+00 23+00 24+00 1 1 0 + 0 0 1 1 0 + 6 0 111+00 111+66 120+00 120+63 109+00 109+66 107710104 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 #W8 S 2ND ST 123 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 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 4 - 5 - 6 W i l l i a m s . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO WILLIAMS AVE S PLAN AND PROFILE STA 24+50 TO 29+50 C-5 10 27 R. OCHILTREE, P.E. P. SIMON HORIZ. 1" = 20'-0" VERT. 1" = 5'-0" MA T C H L I N E S T A - S E E D W G 24 + 5 0 C - 4 MA T C H L I N E S T A - S E E D W G 24 + 5 0 C - 4 MATCHLINE STA - SEE DWG 29+50 C-6 MA T C H L I N E S T A - S E E D W G 29 + 5 0 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 CONTACT PSE 48 HOURS IN ADVANCE 888-321-7779 FOR FIELD OBSERVATION WHEN WORKING WITHIN 5 FEET OF HIGH PRESSURE. 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 SD M H # W 7 RI M E L 3 9 . 0 5 IE 3 1 . 6 - 1 2 " I N ( S ) IE 3 1 . 6 - 1 2 " O U T ( N ) IE 3 5 . 0 - 1 2 " I N ( N E ) SE E L A T E R A L P R O F I L E T / C - 1 1 SD M H # W 8 RI M E L 3 9 . 3 9 IE 3 1 . 3 - 1 2 " I N ( S E ) IE 3 0 . 8 - 1 8 " O U T ( N ) IE 3 7 . 1 - 1 2 " I N ( W ) SE E L A T E R A L P R O F I L E M / C - 1 1 SD M H # W 9 RI M E L 3 8 . 8 5 IE 3 0 . 3 - 1 8 " I N ( S ) IE 3 0 . 3 - 1 8 " O U T ( N ) IE 3 6 . 4 - 1 2 " I N ( W ) IE 3 5 . 8 - 1 2 " I N ( E ) SE E L A T E R A L P R O F I L E N / C - 1 1 SD M H # W 1 1 RI M E L 3 7 . 7 7 IE 2 6 . 6 - 2 4 " I N ( W ) IE 2 6 . 6 - 2 4 " O U T ( N ) SD M H # W 1 0 RI M E L 3 8 . 3 3 89 LF - 18" PP SD S=0.5% 227 LF - 18" PP SD S=0.5% EX GRADE AT C/L OF PIPE ALIGNMENT EX 6 " S , I E 3 6 . 1 EX 3 / 4 " W , E L U K N EX 5 / 8 " G , I E 3 5 . 8 9 EX 3 / 4 " W , E L U K N EX 3 / 4 " W , E L U K N EX 3 / 4 " W , E L U K N EX 3 / 4 " W , E L U K N EX 3 / 4 " W , E L U K N EX E , EL U K N EX G , E L U K N WI L L I A M S M W S - L I N E A R MO D U L A R W E T L A N D EX 1 1 / 2 " G , I E 3 4 . 6 9 1 EX 3 / 4 " W , E L U K N EX W , E L U K N EX 1 1 / 4 " G , I E 3 6 . 6 8 EX 1 / 2 " G , E L U K N EX 5 / 8 " G , I E 3 6 . 3 EX 3 / 4 " W , E L U K N EX 5 / 8 " G , I E 3 5 . 6 4 28 LF 12" PP SD S=1.2% 11 LF 18" PP SD S=0.5%IE 2 8 . 6 - 1 8 " I N ( N ) IE 2 6 . 7 - 2 4 " O U T ( E ) IE 2 6 . 7 - 3 6 " I N ( W ) SD M H # T 4 RI M E L 3 7 . 9 6 22 LF 24" PP SD S=0.25% EX 1 2 " S T W G , I E 3 4 . 5 2 ± EX 1 2 " W , I E 3 3 . 2 ± 21 LF 18" PP SD S=0.5% IE 2 9 . 1 - 1 8 " I N ( S ) IE 2 9 . 1 - 1 8 " O U T ( N ) IE 3 5 . 4 - 1 2 " I N ( W ) IE 3 4 . 4 - 1 2 " I N ( E ) SE E L A T E R A L P R O F I L E P / C - 1 1 IE 2 9 . 0 - 1 8 " I N ( S ) IE 2 8 . 7 - 1 8 " O U T ( N ) SE E D W G C - 9 84 LF 24" PP SD S=0.25% EX 1 2 " W , I E 3 1 . 5 ± EX 1 2 " G , I E 3 6 . 2 ± EX 6 " W , I E 3 3 . 4 CLEARANCE 33.4' - 32.9' = 6'' ETHAFOAM PADS CLEARANCE 33.2' - 32.4' = 10" EX E , E L U K N EX E , E L U K N EX E , E L U K N EX E , E L U K N EX E , E L U K N 25+00 26+00 27+00 28+00 29+00 43+00 43+50 11 2 + 0 0 11 2 + 5 0 113+00 113+60 114+00 11 4 + 6 0 140+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 1300866.6916 S TOBIN ST SDMH #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 SE E D W G C - 7 12" 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 12" GATE VALVE, MJ x MJ 2-12" SLEEVES, MJ VALVE TO BE CUT-IN BY CITY FORCES SDMH #W11 TYPE 2 - 48" STA 29+13.84 SDMH #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 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 4 - 5 - 6 W i l l i a m s . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO WILLIAMS AVE S PLAN AND PROFILE STA 29+50 TO 31+14.97 C-6 11 27 R. OCHILTREE, P.E. P. SIMON HORIZ. 1" = 20'-0" VERT. 1" = 5'-0" MATCHLINE STA - SEE DWG 29+50 C-5 MA T C H L I N E S T A - S E E D W G 29 + 5 0 C - 5 CONSTRUCTION NOTES: FIELD VERIFY IF EXISTING GAS LINE IS ACTIVE OR ABANDONED AT LEAST 1 WEEK IN ADVANCE OF TRENCHING IN THIS LOCATION. I 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 EXISTING 12 IN CONC SD TO NEW STRUCTURE EXISTING HIGH PRESSURE GAS LINE, PROTECT IN PLACE. CONTACT PSE 48 HOURS IN ADVANCE 888-321-7779 FOR FIELD OBSERVATION WHEN WORKING WITHIN 5 FEET OF HIGH PRESSURE LINE. PROTECT EXISTING TDUC IN PLACE. SITE SPECIFIC POTHOLE LOCATION. 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 1 4 19 30+00 31+00 40 35 30 25 20 15 45 40 35 30 25 20 15 45 SD M H # W 1 2 RI M E L 3 7 . 4 5 84 LF 24" PP SD S=0.25% EX GRADE AT C/L OF PIPE ALIGNMENT OUTFALL IE 25.3 SD M H # W 1 4 RI M E L 3 6 . 9 2 CA R R Y - T H R O U G H ST R U C T U R E EX G , E L U K N EX G , E L U K N 66 LF 24" PP SD S=0.25% SD M H # W 1 3 RI M E L 3 7 . 0 7 IE 2 6 . 4 - 2 4 " I N ( S E ) IE 2 6 . 4 - 2 4 " O U T ( N E ) IE 2 6 . 2 - 2 4 " I N ( S ) IE 2 6 . 2 - 2 4 " O U T ( N W ) SD M H # W 1 6 RI M E L 3 7 . 1 4 IE 2 6 . 0 - 2 4 " I N ( S E ) EX I E 2 6 . 0 - 1 2 " O U T ( N ) EX I E 2 6 . 0 - 1 2 " I N ( S ) 24 LF 24" PP SD S=0.25% EX 1 2 " W , E L U K N EX C O N C D U C T EX C O N C D U C T EX G , E L U K N EX P , E L U K N 11 LF 24" PP SD S=0.25% 15 LF 24" PP SD S=0.25%EX 12" CONC OUTFALL EX 2 4 " W , I E 2 9 . 8 ± CLEARANCE 29.8' TO 28.4' = 16.8" IE 2 6 . 5 - 2 4 " I N ( S ) IE 2 6 . 5 - 2 4 " O U T ( N E ) IE 3 4 . 2 - 1 2 " I N ( W ) SE E L A T E R A L P R O F I L E U / C - 1 1 IE 2 6 . 3 - 2 4 " I N ( S W ) IE 2 6 . 3 - 2 4 " O U T ( N ) EX S S I E 2 7 . 4 - 8 " I N ( E ) EX S S I E 2 7 . 4 - 8 " O U T ( W ) PE R D E T A I L 1 / C - 1 2 SD M H # W 1 5 RI M E L 3 7 . 1 2 19 1 1919 30+00 3 1 +0 0 115+00 115+60 720 55720 S TILLICUM ST WILLIAMS 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 1 4 HORIZ. 1" = 20'-0" VERT. 1" = 5'-0" DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 7 T o b i n . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO S TOBIN ST PLAN AND PROFILE STA 40+00 TO 43+50 C-7 12 27 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. SITE SPECIFIC POTHOLE LOCATION. 2 4 17 18 19 29+00 30+ 00 40+00 41+00 42+00 43+00 43+50 9 + 0 0 10+00 121+00 121+60 13 0 + 0 0 13 0 + 6 1 150+00 150+60 WI L L I A M S A V E S STATION 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' BU R N E T T A V E S CB #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' SE E D W G C - 3 SE E D W G C - 5 SDMH #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% SD M H # T 2 RI M E L 3 7 . 2 2 IE 2 9 . 1 - 1 8 " I N ( S W ) IE 2 9 . 4 - 1 2 " I N ( N ) IE 2 7 . 9 - 1 8 " O U T ( E ) SD M H # T 4 RI M E L 3 7 . 9 6 IE 2 8 . 6 - 1 8 " I N ( N ) IE 2 6 . 7 - 2 4 " O U T ( E ) IE 2 6 . 7 - 3 6 " I N ( W ) EX P / T E L / T V D U C T EX 2 4 " W , I E 3 0 . 6 SD M H # B 1 1 RI M E L 3 6 . 7 4 1 1 / 4 " E X G , I E 3 4 . 6 3 EX 8 " P V C S , I E 2 6 . 7 4 ± TO B I N M W S - L I N E A R MO D U L A R W E T L A N D 23 LF 36" PP SD EX 6 " C O N C S D , I E 3 5 . 0 ± EX E S=0.25% IE 2 7 . 8 - 1 8 " O U T ( W ) IE 2 7 . 8 - 3 6 " O U T ( E ) IE 3 3 . 5 - 1 2 " I N ( N E ) IE 3 3 . 5 - 1 2 " I N ( S E ) SE E L A T E R A L PR O F I L E F / C - 1 0 EX 8 " W , I E 3 0 . 2 EX 4 " W ( A B A N D O N E D ) EX 2 " G A S , I E 3 3 . 2 ± TO B E R E L O C A T E D BY O T H E R S P R I O R TO C O N S T R U C T I O N 12 " E X G , I E 3 2 . 6 5 EX 1 2 " W , I E 3 1 . 5 6 EX 8 " C O N C S D , I E 3 4 . 1 TO B E A B A N D O N E D SD M H # W 1 1 RI M E L 3 7 . 7 7 IE 2 6 . 6 - 2 4 " I N ( W ) IE 2 6 . 6 - 2 4 " O U T ( N ) 18 LF - 24" PP SD S=0.25% IE 2 7 . 3 - 3 6 " I N ( W ) IE 2 7 . 0 - 3 6 " O U T ( E ) SE E D W G C - 8 SD M H # T 1 RI M E L 3 6 . 5 9 EX 4 " P V C , I E 3 3 . 7 TO B E R E L O C A T E D BY O T H E R S P R I O R TO C O N S T R U C T I O N EX 1 8 ' ' W x 2 4 ' ' D C O N C D U C T IE 3 4 . 5 3 IE 2 7 . 5 - 3 6 " I N ( W ) IE 2 7 . 5 - 3 6 " O U T ( E ) IE 3 4 . 1 - 1 2 " I N ( N ) IE 3 4 . 1 - 1 2 " I N ( S ) SE E L A T E R A L PR O F I L E S / C - 1 1 SD M H # T 3 RI M E L 3 7 . 2 9 CA R R Y - T H R O U G H ST R U C T U R E IE 2 7 . 4 - 3 6 " I N ( W ) IE 2 7 . 4 - 3 6 " O U T ( E ) EX S S I E 2 7 . 2 ± - 8 " O U T ( N ) EX S S I E 2 7 . 2 ± - 8 " I N ( S ) PE R D E T A I L 2 / C - 1 2 8 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% 19 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 8 . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO WATER QUALITY TREATMENT BMP DETAILS - S TOBIN STREET C-8 13 27 R. OCHILTREE, P.E. S. OLSOE 3/4" = 1'-0" NOTES: 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 3. CONTRACTOR SHALL SUBMIT MANUFACTURER'S SHOP DRAWINGS AND CALCULATIONS TO CITY FOR REVIEW AND APPROVAL. INSTALLATION NOTES: 1. CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON A MINIMUM 6" LEVEL ROCK BASE. 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON-SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR SHALL SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR SHALL GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. SITE SPECIFIC DATA PROJECT NUMBER 13866 PROJECT NAME RENTON WATER QUALITY RETROFIT PROJECT LOCATION RENTON, WA STRUCTURE ID TOBIN TREATMENT REQUIRED VOLUME BASED (CF) FLOW BASED (CFS) 0.52 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 7.77 PIPE DATA IE MATERIAL DIAMETER INLET PIPE 29.9 PVC 36" OUTLET PIPE 29.6 PVC 36" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 37.50 37.50 37.50 SURFACE LOAD H-30 FRAME & COVER 3 EA Ø30"2 EA 36" x 48" Ø30"Ø24" WETLANDMEDIA VOLUME (CY)8.6800 ORIFICE SIZE (DIA. INCHES)5 EA Ø1.89" NOTES: TREATMENT FLOW (CFS)0.577 OPERATING HEAD (FT)3.4 PRETREATMENT LOADING RATE (GPM/SF)1.7 WETLAND MEDIA LOADING RATE (GPM/SF)1.0 21'-0" 6"20'-0"6" 8" 1' - 0 " 3' - 6 " 7' - 1 1 " TOBIN MWS-LINEAR MODULAR WETLAND 1 C-7SCALE: 3/4" = 1'-0" DETAIL SECTION B-B SECTION C-C SECTION A-APLAN CA CA B C/L C/L C/L MANHOLE RING & COVER, TYP IE 29.6 OUT IE 29.9 IN EL 33.67 PEAK HGL EL 36.58 TOP OF BOX EL 36.92 TOP OF GRADE RING EL 37.50 FS/RIM PATENTED PERIMETER VOID AREA B PRE-FILTER CARTRIDGE C/LINLET PIPE, SEE SITE SPECIFIC DATA OUTLET PIPE, SEE SITE SPECIFIC DATA WETLAND MEDIA BED 3' - 9 " 4' - 1 " 4' - 1 " 7' - 1 1 " 0' - 4 " GR A D E R I N G S 7' - 8 " 6' - 0 " 9'-0"6" 8'-0"6" 8" 6' - 0 " SECTION A-A C/L 6" MI N BA S E 1' - 0 " 21'-0" 9' - 0 " DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 9 . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONA L E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO WATER QUALITY TREATMENT BMP DETAILS - WILLIAMS AVE S C-9 14 27 R. OCHILTREE, P.E. S. OLSOE 3/4" = 1'-0" 13'-0" 6"12'-0"6" 9'-0" 6"8'-0"6" 8" 9' - 0 " 7" 7' - 9 " 8" 9' - 0 " 7" 7' - 9 " 4' - 7 " 9' - 4 " 8' - 6 " 8' - 2 " 0' - 4 " G R A D E R I N G 9' - 1 1 " SITE SPECIFIC DATA PROJECT NUMBER 13866 PROJECT NAME RENTON WATER QUALITY RETROFIT PROJECT LOCATION RENTON, WA STRUCTURE ID WILLIAMS TREATMENT REQUIRED VOLUME BASED (CF)FLOW BASED (CFS) 0.3 PEAK BYPASS REQUIRED (CFS) - IF APPLICABLE 4.57 PIPE DATA IE MATERIAL DIAMETER INLET PIPE 28.9 PVC 18" OUTLET PIPE 28.6 PVC 18" PRETREATMENT BIOFILTRATION DISCHARGE RIM ELEVATION 38.00 38.00 38.00 SURFACE LOAD H-30 FRAME & COVER Ø30" 36" x 48" Ø24" WETLAND MEDIA VOLUME (CY)5.96 ORIFICE SIZE (DIA INCHES)5 EA Ø1.55" IE 28.6 OUT IE 28.9 IN EL 33.51 PEAK HGL EL 37.08 TOP OF BOX EL 37.42 TOP OF GRADE RING EL 38.00 FS/RIM INSTALLATION NOTES: 1. CONTRACTOR SHALL PROVIDE ALL LABOR, EQUIPMENT, MATERIALS AND INCIDENTALS REQUIRED TO OFFLOAD AND INSTALL THE SYSTEM AND APPURTENANCES IN ACCORDANCE WITH THIS DRAWING AND THE MANUFACTURERS SPECIFICATIONS, UNLESS OTHERWISE STATED IN MANUFACTURERS CONTRACT. 2. UNIT MUST BE INSTALLED ON MINIMUM 6" LEVEL ROCK BASE. 3. ALL PIPES MUST BE FLUSH WITH INSIDE SURFACE OF CONCRETE. (PIPES CANNOT INTRUDE BEYOND FLUSH). INVERT OF OUTFLOW PIPE MUST BE FLUSH WITH DISCHARGE CHAMBER FLOOR. ALL GAPS AROUND PIPES SHALL BE SEALED WATER TIGHT WITH A NON-SHRINK GROUT PER MANUFACTURERS STANDARD CONNECTION DETAIL AND SHALL MEET OR EXCEED REGIONAL PIPE CONNECTION STANDARDS. 4. CONTRACTOR SHALL SUPPLY AND INSTALL ALL EXTERNAL CONNECTING PIPES. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR INSTALLATION OF ALL RISERS, MANHOLES, AND HATCHES. CONTRACTOR SHALL GROUT ALL MANHOLES AND HATCHES TO MATCH FINISHED SURFACE UNLESS SPECIFIED OTHERWISE. NOTES: 1. MANUFACTURER TO PROVIDE ALL MATERIALS UNLESS OTHERWISE NOTED. 2. ALL DIMENSIONS, ELEVATIONS, SPECIFICATIONS AND CAPACITIES ARE SUBJECT TO CHANGE. FOR PROJECT SPECIFIC DRAWINGS DETAILING EXACT DIMENSIONS, WEIGHTS AND ACCESSORIES PLEASE CONTACT MANUFACTURER. 3. CONTRACTOR SHALL SUBMIT MANUFACTURER'S SHOP DRAWINGS AND CALCULATIONS TO CITY FOR REVIEW AND APPROVAL. TREATMENT FLOW (CFS)0.4 OPERATING HEAD (FT)3.9 PRETREATMENT LOADING RATE (GPM/SF)1.8 WETLAND MEDIA LOADING RATE (GPM/SF)1.0 C/L C/L C/L SECTION B-B SECTION C-C SECTION A-A WILLIAMS MWS-LINEAR MODULAR WETLAND 1 C-5SCALE: 3/4" = 1'-0" DETAIL PRE-FILTER CARTRIDGE PATENTED PERIMETER VOID AREA INLET PIPE, SEE SITE SPECIFIC DATA VERTICAL UNDERDRAIN MANIFOLD OUTLET PIPE, SEE SITE SPECIFIC DATA C/L PLAN VIEW B B A C WETLAND MEDIA BED CA 6" MI N BA S E 4' - 0 " 13'-0" 9' - 0 " DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 1 0 . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO ADDENDUM 1 RNI 05-2024 RLO1 LATERAL PROFILES C-10 15 27 R. OCHILTREE, P.E. A. CARIASO HORIZ. 1" = 20'-0" VERT. 1" = 5'-0" PROFILE VERT SCALE: HORIZ BURNETT AVE S STA 2+80.07 A C-21" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ BURNETT AVE S STA 4+50.53 B C-21" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ BURNETT AVE S STA 6+00.37 C C-31" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ BURNETT AVE S STA 6+88.70 D C-31" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ BURNETT AVE S STA 8+75.36 E C-31" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ BURNETT AVE S STA 11+01.89 G C-31" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ BURNETT AVE S STA 11+01.89 H C-31" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ WILLIAMS AVE S STA 21+83.53 I C-41" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ S TOBIN ST STA 9+96.42 F C-31" = 20'-0" 1" = 5'-0" NOTES: 1. MAKE CONNECTIONS FROM NEW PIPES TO EXISTING PIPES VIA COUPLING BANDS (FERNCO OR SIMILAR). 2. INSTALL ETHAFOAM PAD BETWEEN PIPES IF CLEARANCE IS 6" OR LESS. 3. CONTACT PSE 48 HOURS IN ADVANCE 888-321-7779 FOR FIELD OBSERVATION WHEN WORKING WITHIN 5 FEET OF HIGH PRESSURE GAS LINE. 1 1 1 20 25 30 35 40 45 50 20 25 30 35 40 45 50 IE 3 4 . 2 - 1 2 " I N ( W ) IE 3 4 . 9 - 1 2 " I N ( E ) IE 3 3 . 2 - 1 8 " I N ( S ) IE 3 3 . 2 - 1 8 " O U T ( N ) EX GRADEEX 1 0 8 " K C W T D / M E T R O 20 ' T O 2 5 ' D E E P CB # 1 3 RI M E L 3 7 . 2 5 18.5 LF 12" DI SD S = 2.0% 19 LF - 12" DI SD S = 2.1% EX 8 " W , I E 3 3 . 2 7 EX 2 4 " W , I E 3 1 . 2 EX 8 " S T O B E A B A N D O N E D EX 2 " G A S , I E 3 4 . 3 1 SD M H # B 4 RI M E L 3 7 . 9 3 8" S , I E 3 2 . 3 3 EX 4 " W , A B A N D O N E D CLEARANCE 34.6' TO 33.2' = 17.1" IE 35.3 - 12" OUT (N) CB # 1 2 RI M E L 3 6 . 9 8 IE 3 4 . 6 - 1 2 " O U T ( S E ) CLEARANCE 35.2' TO 33.9' = 15.6" PROVIDE 6" MIN CLEARANCE ABOVE GAS INTERMEDIATE PRESSURE MAIN 20 25 30 35 40 45 50 20 25 30 35 40 45 50 EX GRADE EX 1 0 8 " K C W T D / M E T R O 20 ' T O 2 5 ' D E E P EX 4 " W , A B A N D O N E D EX 2 4 " W , I E 3 1 . 2 EX 8 " S , T O B E A B A N D O N E D EX 2 " G A S , I E 3 8 . 1 EX 8 " W , I E 3 3 . 6 IE 3 2 . 9 - 8 " I N ( W ) IE 3 2 . 5 - 1 8 " I N ( S ) IE 3 2 . 5 - 1 8 " O U T ( N ) IE 3 2 . 8 - 6 " I N ( E ) T O B E CA P P E D A N D P L U G G E D EX 6" CONC SD, ABANDONED SD M H # B 5 RI M E L 3 7 . 8 6 8 LF - 8" PVC SD S = 0.1±% 8" S , I E 3 1 . 3 EX 8" CONC SD PLUG AND CAP EX LATERAL 20 25 30 35 40 45 50 20 25 30 35 40 45 50 IE 3 1 . 8 - 1 8 " O U T ( N ) IE 3 3 . 4 - 8 " I N ( E ) IE 3 1 . 8 - 1 8 " I N ( S ) EX 1 0 8 " K C W T D / M E T R O 20 ' T O 2 5 ' D E E P EX IE 33.7 - 8" OUT (W) 8 LF - 8" PVC SD S = 1.5% EX GRADE EX 4 " W A B A N D O N E D EX 2 4 " W , I E 2 9 . 3 5 EX 8 " S T O B E A B A N D O N E D EX 2 " G A S , I E 3 5 . 1 4 EX 8 " W , I E 3 4 . 5 4 EX C B 1 7 9 0 4 4 RI M E L 3 7 . 4 2 SD M H # B 7 RI M E L 3 7 . 5 0 8" S , I E 3 0 . 7 1 EX 8" PVC SD CLEARANCE 33.5' TO 31.4' = 25.2" 20 25 30 35 40 45 50 20 25 30 35 40 45 50 EX C B N O . 1 6 2 4 2 8 TY P E 2 4 8 " RI M 3 6 . 6 8 EX 1 0 8 " K C W T D / M E T R O 2 0 ' T O 2 5 ' D E E P EX I E 3 1 . 9 - 8 " O U T ( E ) SD M H # B 8 RI M E L 3 7 . 2 5 IE 3 4 . 4 - 1 2 " I N ( E ) IE 3 1 . 8 - 8 " I N ( W ) IE 3 1 . 2 - 1 8 " I N ( S ) IE 3 1 . 2 - 1 8 " O U T ( N ) IE 34.8 - 12" OUT (SW) 19 LF - 12" DI SD S = 2.0% 8 LF - 8" PVC SD S = 0.5% EX GRADEEX 4 " W A B A N D O N E D EX 2 4 " W , I E 2 9 . 1 2 EX 2 " G A S , I E 3 3 . 2 5 EX 8 " W , I E 3 3 . 0 6 CB # 1 4 RI M E L 3 7 . 0 8 8" S , I E 3 0 . 2 8 CLEARANCE 34.7' TO 33.7' = 12" CLEARANCE 34.5' TO 31.1' = 40.8" 20 25 30 35 40 45 50 20 25 30 35 40 45 50 SD M H # B 9 RI M E L 3 6 . 8 3 IE 3 0 . 6 - 8 " I N ( W ) IE 2 9 . 9 - 1 8 " O U T ( N W ) IE 2 9 . 9 - 1 8 " I N ( S ) IE 3 1 . 7 - 8 " I N ( E ) 18 LF - 8" PVC SD S = 0.1%± EX GRADE EX C B N O . 1 3 3 8 8 5 T Y P E 2 4 8 " RI M 3 6 . 6 8 EX I E 3 0 . 6 - 8" O U T ( E ) EX 1 0 8 " K C W T D / M E T R O 20 ' T O 2 5 ' D E E P EX 2 4 " W , I E 2 9 . 5 EX 8 " S , I E 2 8 . 4 EX 4 " W A B A N D O N E D EX 8 " W , I E 3 0 . 2 8 LF - 8" PVC SD S = 0.1%± CLEARANCE 31.7' TO 30.9' = 9.6" CLEARANCE 31.7' TO 31.5' = 2.4" EX C B N O . 1 3 3 8 8 4 T Y P E 2 4 8 " RI M 3 6 . 6 7 EX IE 31.7 - 8" IN (E) IE 31.7 - 8" OUT (W) ETHAFOAM PAD 20 25 30 35 40 45 50 20 25 30 35 40 45 50 SD M H # B 1 2 RI M E L 3 6 . 3 2 IE 32.6 - 12" OUT (SE) EX 1 0 8 " K C T D / M E T R O , 2 0 ' T O 2 5 ' D E E P EX GRADEEX 8 " S - I E 2 6 . 2 EX 8 " S , I E 2 6 . 2 EX S , E L U K N EX P , E L U K N EX E , E L U K N EX E , E L U K N EX E , E L U K N CB # 1 5 RI M E L 3 5 . 4 7 EX 2 - 3 " E , T O P E L 3 4 . 2 EX F O , E L U K N EX F O , E L U K N EX F O EX F O IE 34.2 - 8" IN (NE) IE 31.0 - 12" OUT (S) IE 32.0 - 12" IN (NW) IE 31.1± - 8" IN (E) 27 LF - 12" DI SD S = 2.0% 20 25 30 35 40 45 50 20 25 30 35 40 45 50 SD M H # B 1 2 RI M E L 3 6 . 3 2 IE 3 4 . 2 - 8 " I N ( N E ) IE 3 2 . 0 - 1 2 " I N ( N W ) IE 3 1 . 0 - 1 2 " O U T ( S ) IE 3 1 . 1 ± - 8 " I N ( E ) EX 1 0 8 " K C W T D / M E T R O 20 ' T O 2 5 ' D E E P IE 34.4 - 12" OUT (SW) 30 LF - 8" DI SD S = 0.5% EX GRADE EX G A S , E L U K N EX 8 " S I E 2 6 . 2 EX E , E L U K N EX 8 " W I E 3 2 . 0 3 EX 2 - 4 " E , T O P E L 3 3 . 7 EX E , E L U K N CB # 1 6 RI M E L 3 6 . 0 8 CLEARANCE 33.7' TO 32.7' = 12" 25 30 35 40 45 50 55 25 30 35 40 45 50 55 SD M H # W 3 RI M E L 3 9 . 4 9 IE 3 7 . 2 - 1 2 " I N ( W ) IE 3 5 . 2 - 8 " I N ( S ) IE 3 5 . 0 - 1 2 " I N ( S E ) IE 3 3 . 4 - 1 2 " O U T ( N ) CB # 2 1 RI M E L 3 9 . 4 4 IE 3 7 . 9 - 1 2 " O U T ( S E ) EX GRADE EX 1 2 " W , I E 3 3 . 5 1 EX 1 2 " G A S , I E 3 3 . 6 7 EX 8 " S , I E 3 4 . 5 EX 1 1 / 4 " G A S , I E 3 6 . 3 3 37 LF 12" DI SD S=2.0% EX 8" CONC SD 8 LF - 8" PVC SD S=3.3%± CLEARANCE 37.3' TO 34.5' = 40.6" EX 2 2 ' ' W x 2 2 ' ' D C O N C D U C T , I E 3 5 . 3 7 CB # 1 1 RI M E L 3 9 . 2 7 IE 3 5 . 3 - 8 " I N ( E ) IE 3 5 . 3 - 1 2 " O U T ( N W ) 9 LF - 12" PP SD S=3.3% 20 25 30 35 40 45 50 20 25 30 35 40 45 50 EX 8 " S E W E R , I E 2 6 . 4 EX 2 4 " W A T E R , I E 3 0 . 6 8 CB # 4 2 RI M E L 3 6 . 4 7 SD M H # T 1 RI M E L 3 6 . 5 9 CB # 4 1 RI M E L 3 5 . 9 5 IE 34.0 - 12" OUT (S) EX GRADE 26 LF - 12" DI SD S=2.0% 8 LF - 12" DI SD S=0.6% IE 3 3 . 5 - 1 2 " I N ( N ) IE 3 3 . 5 - 1 2 " I N ( S ) IE 2 7 . 8 - 1 8 " I N ( W ) IE 2 7 . 8 - 3 6 " O U T ( E ) IE 3 4 . 0 - 1 2 " O U T ( N ) CLEARANCE 33.9' - 32.7' = 14.4" DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 1 1 . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO ADDENDUM 1 RNI 05-2024 RLO1 LATERAL PROFILES C-11 16 27 R. OCHILTREE, P.E. A. CARIASO HORIZ. 1" = 20'-0" VERT. 1" = 5'-0" PROFILE VERT SCALE: HORIZ WILLIAMS AVE S STA 23+72.89 K C-41" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ WILLIAMS AVE S STA 23+97.92 L C-41" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ WILLIAMS AVE S STA 26+22.47 N C-51" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ WILLIAMS AVE S STA 25+33.28 M C-51" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ WILLIAMS AVE S STA 28+49.27 P C-51" = 20'-0" 1" = 5'-0" 50 45 40 35 30 25 20 PROFILE VERT SCALE: HORIZ S TOBIN ST STA 41+62.82 S C-71" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ WILLIAMS AVE S STA 23+06.67 J C-41" = 20'-0" 1" = 5'-0" NOTES: 1. MAKE CONNECTIONS FROM NEW PIPES TO EXISTING PIPES VIA COUPLING BANDS (FERNCO OR SIMILAR). 2. INSTALL ETHAFOAM PAD BETWEEN PIPES IF CLEARANCE IS 6" OR LESS. 3. CONTACT PSE 48 HOURS IN ADVANCE 888-321-7779 FOR FIELD OBSERVATION WHEN WORKING WITHIN 5 FEET OF HIGH PRESSURE GAS LINE. PROFILE VERT SCALE: HORIZ WILLIAMS AVE S STA 24+95.25 T C-51" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ WILLIAMS AVE S STA 24+95.25 U C-61" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ BURNETT AVE S STA V C-31" = 20'-0" 1" = 5'-0"1 20 25 30 35 40 45 50 111+00 EX GRADE SD M H # W 6 RI M E L 3 9 . 4 8 IE 3 6 . 4 - 8 " I N ( W ) IE 3 2 . 8 - 1 2 " I N ( S ) IE 3 2 . 8 - 1 2 " O U T ( N ) EX C B 5 0 5 5 3 5 RI M E L 3 9 . 6 6 EX I E 3 7 . 5 - 8 " O U T ( E ) EX 1 2 " W , I E 3 3 . 5 0 EX 1 2 " G A S , I E 3 4 . 7 EX 8 " S , I E 3 5 . 7 EX 1 1 / 4 " G A S , I E 3 6 . 2 8 8 LF - 8" PVC SD S=1.4% EX 8" DI SD CLEARANCE 36.5' TO 34.5' = 24.2" 20 25 30 35 40 45 50 20 25 30 35 40 45 50 120+00 EX GRADE EX 1 2 " W I E 3 3 . 2 1 EX 1 2 " G A S I E 3 4 . 4 9 EX 8 " S , I E 3 5 . 6 EX 1 1 / 4 " G A S , I E 3 6 . 1 9 EX C B 1 1 4 1 1 9 RI M E L 3 9 . 6 7 EX I E 3 7 . 3 - 8 " O U T ( E ) SD M H # W 5 RI M E L 3 9 . 1 3 IE 3 5 . 3 - 8 " I N ( W ) IE 3 2 . 9 - 1 2 " I N ( S ) IE 3 2 . 9 - 1 2 " O U T ( N ) 8 LF - 8" PVC SD S=3.9% EX 8" DI SD CLEARANCE 35.6' TO 34.2' = 17.0" EX 1 6 ' ' W x 2 1 ' ' D C O N C D U C T IE 3 5 . 7 8 20 25 30 35 40 45 50 20 25 30 35 40 45 50 CB # 2 5 RI M E L 3 7 . 7 0 IE 3 5 . 7 - 1 2 " O U T ( W ) CB # 2 6 RI M E L 3 7 . 7 9 IE 35.7 - 12" OUT (E) EX GRADE SD M H # W 1 0 RI M E L 3 8 . 3 3 IE 2 9 . 1 - 1 8 " O U T ( N ) IE 3 5 . 4 - 1 2 " I N ( W ) IE 3 5 . 4 - 1 2 " I N ( E ) IE 2 9 . 1 - 1 8 " I N ( S ) 13 LF - 12" DI SD S = 2.0% 25 LF - 12" DI SD S = ~1.2% EX 1 2 " W , I E 3 1 . 7 1 EX 1 2 " G A S , I E 3 7 . 7 7 EX 1 1 / 4 " G A S , I E 3 4 . 5 6 CLEARANCE 34.8' TO 32.7' = 24.5" EX 1 8 " W x 2 2 " D C O N C D U C T IE 3 3 . 2 1 20 25 30 35 40 45 50 20 25 30 35 40 45 50 CB # 2 2 RI M E L 3 8 . 9 IE 3 7 . 2 - 1 2 " O U T ( S W ) EX GRADE SD M H # W 8 RI M E L 3 9 . 3 9 IE 3 7 . 1 - 1 2 " I N ( W ) IE 3 1 . 3 - 1 2 " I N ( S E ) IE 3 0 . 8 - 1 8 " O U T ( N ) 13 LF - 12" DI SD S=1.0% EX 2 " G A S , I E 3 6 . 3 7 EX 1 2 " G A S , I E 3 4 . 8 6 EX 1 2 " W , I E 3 3 . 3 8 EX 8 " S D , I E 3 4 . 3 4 20 25 30 35 40 45 50 20 25 30 35 40 45 50 CB # 2 3 RI M E L 3 8 . 2 6 IE 3 6 . 7 - 1 2 " O U T ( E ) CB # 2 4 RI M E L 3 8 . 3 2 IE 36.3 - 12" OUT (W) EX GRADE SD M H # W 9 RI M E L 3 8 . 8 5 IE 3 6 . 4 - 1 2 " I N ( W ) IE 3 5 . 8 - 1 2 " I N ( E ) IE 3 0 . 3 - 1 8 " I N ( S ) IE 3 0 . 3 - 1 8 " O U T ( N ) 13 LF - 12" DI SD S = 2.0% 24 LF - 12" DI SD S = 2.0% EX 1 2 " W , I E 3 2 . 2 6 EX 1 2 " G A S , I E 3 3 . 3 1 EX 1 1 / 4 " G A S , I E 3 5 . 1 5 CLEARANCE 36.2' TO 33.3' = 23.7" EX 1 8 " W x 2 2 " D C O N C D U C T IE 3 3 . 8 20 25 30 35 40 45 50 20 25 30 35 40 45 50 130+00 SD M H # T 2 RI M E L 3 7 . 2 2 CB # 4 3 RI M E L 3 6 . 7 3 IE 3 4 . 6 - 1 2 " O U T ( S ) CB # 4 4 RI M E L 3 6 . 9 4 IE 3 4 . 3 - 1 2 " O U T ( N ) IE 3 4 . 5 - 8 " I N ( S ) EX 2 4 " W , I E 2 9 . 9 5 EX 8 " S , I E 2 7 . 1 27 LF - 12" DI SD S = 2.0% 8 LF - 12" DI SD S = 2.0% CLEARANCE 34.1' TO 32.0' = 25.2" IE 3 4 . 1 - 1 2 " I N ( N ) IE 2 7 . 5 - 3 6 " I N ( W ) IE 2 7 . 5 - 3 6 " O U T ( E ) IE 3 4 . 1 - 1 2 " I N ( S ) EX 8" ABS SD 8 LF - 8" PVC SD S = 0.6±% 25 30 35 40 45 50 55 25 30 35 40 45 50 55 SD M H # W 4 RI M E L 3 8 . 8 9 EX GRADE EX C B # 1 1 4 1 1 7 RI M E L 3 9 . 1 8 IE 3 7 . 0 - 6 " O U T ( E ) IE 3 6 . 9 - 6 " I N ( W ) IE 3 3 . 2 - 1 2 " I N ( S ) IE 3 3 . 2 - 1 2 " O U T ( N ) EX 1 2 " W , I E 3 3 . 2 4 EX 1 2 " G A S , I E 3 4 . 5 1 EX 8 " S , I E 3 5 . 1 EX 1 1 / 4 " G A S , I E 3 6 . 7 3 8 LF - 6" DI SD S=0.3% EX 6" DI SD CLEARANCE 36.9' TO 34.2' = 32.7" EX 3 4 ' ' W x 1 4 ' ' D C O N C D U C T IE 3 5 . 6 6 20 25 30 35 40 45 50 20 25 30 35 40 45 50 SD M H # W 7 RI M E L 3 9 . 0 5 IE 3 1 . 6 - 1 2 " I N ( S ) IE 3 1 . 6 - 1 2 " O U T ( N ) IE 3 5 . 0 - 1 2 " I N ( N E ) CB # 2 8 RI M E L 3 8 . 8 3 IE 3 5 . 2 - 1 2 " O U T ( S ) 11.5 LF - 12" PP SD S = 1.7% 20 25 30 35 40 45 50 20 25 30 35 40 45 50 SD M H # W 1 2 RI M E L 3 7 . 4 5 IE 2 6 . 5 - 2 4 " I N ( S ) IE 2 6 . 5 - 2 4 " O U T ( N E ) IE 3 5 . 3 - 1 2 " I N ( W ) EX I E 3 5 . 4 - 6 " I N ( W ) IE 3 5 . 4 - 1 2 " O U T ( E ) EX 1 2 " G A S , I E 3 3 . 2 EX 2 4 " W , I E 2 9 . 8 EX 1 1 / 4 G A S , I E 3 3 . 7 3 34 LF - 12" DI SD S = ~0.03% EX 3 6 " W x 2 8 " D C O N C D U C T IE 3 1 . 7 6 CB # 2 7 RI M E L 3 7 . 2 8 CLEARANCE 34.6' TO 31.8' = 33.6" GAS SERVICE TO BE FIELD ADJUSTED BY CONTRACTOR TO PROVIDE 6" MINIMUM CLEARANCE 20 25 30 35 40 45 50 20 25 30 35 40 45 50 8 LF - 8" PVC SD S=2%± SD M H # B 1 2 RI M E L 3 6 . 3 2 IE 3 1 . 0 - 1 2 " O U T ( S ) IE 3 2 . 0 - 1 2 " I N ( N W ) IE 3 4 . 2 - 8 " I N ( N E ) IE 3 1 . 1 ± - 8 " I N ( E ) DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 1 2 . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO CIVIL DETAILS C-12 17 27 R. OCHILTREE, P.E. A. CARIASO NTS CONSTRUCTION NOTES: INSTALL APPROXIMATELY 10' OF 8" DIAMETER SS PVC PIPE IN APPROXIMATELY 7' OF 14" DIAMETER STEEL CASING. EXTEND SS PIPE AT LEAST 18" BEYOND CASING. USE ADJUSTMENT RINGS AS NECESSARY TO MEET REQUIRED RIM ELEVATIONS. COUPLING SHALL BE FERNCO STRONGBACK OR SIMILAR. CONTRACTOR SHALL INSTALL A GEOTEXTILE FABRIC OVER THE NATIVE SOILS PRIOR TO THE PLACEMENT OF THE PIPE BEDDING IN AREAS WHERE THE SUBGRADE SOILS IN THE TRENCH EXCAVATION CONSIST OF FINE-GRAINED SOILS SUCH AS SILT, CLAY, OR ORGANIC RICH SOILS, AS DIRECTED BY THE ENGINEER. DURING VAULT AND CASING INSTALLATION CONTRACTOR SHALL DIVERT SS FLOWS BY COLLECTING AND PUMPING. MEANS AND METHODS OF DIVERSION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR. INSTALL NEW 8" PVC SS INTO EX SSMH WITH KOR-N-SEAL BOOT CONNECTION OR APPROVED EQUAL. 1 2 3 4 5 STEEL CASING NOTES: 1. STRUCTURE SHALL HAVE BLOCKOUTS PROVIDED PRIOR TO DELIVERY TO PROJECT SITE. CONTRACTOR TO POTHOLE AND CONFIRM EXACT PIPE LOCATION, DEPTH, AND INVERT ELEVATIONS IN ADVANCE OF SHOP DRAWING SUBMITTAL IN ORDER TO DESIGN BLOCKOUTS. 2. STEEL CASING SHALL BE A CONTINUOUS PIECE AND SHALL EXTEND A MINIMUM 6 INCHES BEYOND BOTH SIDES OF THE OUTSIDE WALL OF THE STRUCTURE. 3. PROPOSED PVC CARRIER PIPES SHALL BE OUTFITTED WITH CALPICO MODEL M SPACERS OR SIMILAR. CASING SPACERS SHALL BE "CENTER POSITIONING TYPE". MINIMUM RUNNER WIDTH SHALL BE 2". 4. CARRIER PIPE SHALL BE ONE PIECE. 5. RUNNER HEIGHT SHALL BE SIZED TO PROVIDE MINIMUM 1" CLEARANCE BETWEEN RUNNERS AND TOP OF CASING WALL TO PREVENT JAMMING DURING INSTALLATION. 6. ANTICORROSIVE COATING THICKNESS CASING - 3 MILLS HOP DIP GALVANIZED IN ACCORDANCE WITH ASTM A123. PLACE END SPACER 1' MAX FROM END OF CASING, TYP EX 8" PVC 8" PVC FLEXIBLE STRONGBACK COUPLING CASING SPACER, TYP 6" SPACER BAND WIDTH COUPLING END SEAL 14" STEEL CASING MIN CASING THICKNESS 0.375", STD WT 8" PVC, C900 CARRIER PIPE EX PVC PIPE MAX DISTANCE BETWEEN SPACERS SHALL BE 2' OC COUPLING SEAL END OF CASING WITH NEOPRENE CASING END SEALS, CASCADE END SEALS OR SIMILAR STEEL CASING 3 -NTS DETAIL SDMH #W14 CARRY-THROUGH STRUCTURE 1 -NTS DETAIL FLOW FLOW 24" SD PP SDMH #W14 TYPE 2 - 60" EX 8" PVC 14" STEEL CASING 24" FRAME AND COVER 8" SS PVC 8" PVC FLEXIBLE STRONGBACK COUPLING 24" SD PP IE 26.3 8" SS PVC 1 3 3 PLAN SECTION APPROX EX GROUND SS PIPE IE 27.4± STEEL CASING IE 27.1± STRUCTURE BOT EL 24.3 6" CSTC 24" FRAME AND COVER RIM EL 36.92± CONSTRUCTION GEOTEXTILE FOR SEPARATION WHERE REQUIRED BY ENGINEER 4 2 3 3 FLOW FLOW EX SSMH 2159 48" DIA SDMH #T3 CARRY-THROUGH STRUCTURE 2 -NTS DETAIL FLOW FLOW 36" SD PP SDMH #T3 TYPE 2 - 72" EX 8" PVC 14" STEEL CASING 24" FRAME AND COVER 8" SS PVC 8" PVC FLEXIBLE STRONGBACK COUPLING 36" SD PP IE 27.4 8" SS PVC 1 3 PLAN SECTION APPROX EX GROUND SS PIPE IE 27.2± STEEL CASING IE 26.9± STRUCTURE BOT EL 25.4 6" CSTC 24" FRAME AND COVER RIM EL 37.29± CONSTRUCTION GEOTEXTILE FOR SEPARATION WHERE REQUIRED BY ENGINEER 2 FLOW 2' - 0 " 36" SD PP 24" SD PP IE 26.3 36" SD PP IE 27.4 24" SD PP FLOW 6" MI N 18 " MI N 6" MI N 6" MI N 18 " MI N 6" MI N 18 " MI N EX 8" PVC 6 6" MIN 18" MIN 6" MIN 18" MIN 6 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 1 3 . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONAL E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO WATER RELOCATION DETAILS C-13 18 27 M. McCROSKY, P.E. P. SIMON R. OCHILTREE, P.E. EX 1 2 " S D IE 3 5 . 3 1 ± PR O P O S E D 8 " S D IE 3 5 . 5 6 EX 1.25" GAS 8'-6" 8'-3" CONC THRUST COLLAR, TYP, SEE NOTE 1 EX GRADE AT C/L WATER PIPE 1 - 8" SOLID SLEEVE, MJ x MJ EX 12" GAS EX 12" WATER 2 - 8" 45° BEND, MJ x MJ 2 - 8" 45° BEND, MJ x MJ EX 8" WATER DEPTH ASSUMED FROM PH #W7 8" DI SPOOL, LF AS REQUIRED, TYP OF 5 2" 3/4" SHAKLE RODS, TYP 1 - 8" SOLID SLEEVE, MJ x MJ PROTECT EX DUCT BANK, DEPTH UNKNOWN 6" MIN W/ ETHAFOAM PAD EX 8" WATER DEPTH ASSUMED FROM PH #W7 WATER MAIN RELOCATION WILLIAMS AVE S STA 21+12.3 2 C-4SCALE: 3/8" = 1'-0" DETAIL NOTES: 1. CONTRACTOR TO INSTALL THRUST COLLAR ON EXISTING PIPE ON EACH END OF CONNECTION TO HOLD VERTICAL BENDS. THRUST COLLAR SHALL BE 4' WIDE x 4' DEEP x 1.5' THICK WITH #4 REBAR AT 8" ON CENTER IN BOTH DIRECTIONS. 2. CANNOT SHUT SUPPLY TO FIRE SPRINKLER FOR MORE THAN 8 HOURS (1 WORKING DAY). SHACKLE BENDS AND SLEEVES TO DEAD-MAN BLOCKS. 3. ALL MJ FITTINGS SHALL HAVE MEGALUG SERIES 1100 RETAINER GLAND OR APPROVED EQUAL. 12" MIN 4' - 0 " 1'-6" 4' - 0 " 1'-6" PROPOSED SEWER 2 - 6" 45° BEND, MJ x MJ2 - 6" 45° BEND, MJ x MJ 1 - 8" SOLID SLEEVE, MJ x MJ 2" 3/4" SHAKLE RODS, TYP EX GRADE AT C/L WATER MAIN EX 6" WATER TO EX HYDRANT PR O P O S E D 1 8 " S D IE 3 1 . 6 7 ± 1 - 6" DI SPOOL, PE x PE LF AS REQUIRED, TYP OF 5 EX 6" GATE VALVE EX 24" WATER MAIN WATER MAIN RELOCATION BURNETT AVE S STA 6+20 1 C-3SCALE: 3/8" = 1'-0" DETAIL NOTES: 1. THRUST BLOCKS PER COR STD PLAN 330.3 ARE REQUIRED AND ARE NOT SHOWN FOR CLARITY. 2. HYDRANT CAN BE OUT OF SERVICE UNTIL BLOCKS ARE CURED (3-DAYS). 3. ALL MJ FITTINGS SHALL HAVE MEGALUG SERIES 1100 RETAINER GLAND OR APPROVED EQUAL. 3' - 0 " MI N EX 6 " D I W IE 3 2 . 5 1 ± ( P O T H O L E ) 12" MIN DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : S : \ C a d \ R e n t o n \ 2 0 - 1 0 7 2 3 B u r n e t t - W i l l i a m s \ D es i g n \ d w g s \ P 2 0 - 1 0 7 2 3 _ C - 1 4 . d w g CITY 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 45243 ST A T E O F WASHIN G T O N R E GI S T E R E DP R OF ESSIONA L E N G I N E E R R E B L DAY O C H I L TREE ECC A O V E BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig SWP-27-4-88 04/19/2024 ISSUED FOR BID RNI 04-2024 RLO STRUCTURE TABLE AND POTHOLE INFORMATION C-14 19 27 R. OCHILTREE, P.E. A. CARIASO POTHOLE TABLE POTHOLE # DESCRIPTION DRAWING PH #1 24" WATER DEPTH TO TOP OF PIPE 50"C-3, C-7 PH #2 8" WATER DEPTH TO TOP OF PIPE 69"C-3, C-7 PH #3 24" WATER DEPTH TO TOP OF PIPE 64" C-3 PH #4 24" WATER DEPTH TO TOP OF PIPE 74" C-3 PH #5 8" WATER DEPTH TO TOP OF PIPE 42" C-2 PH #6 24" WATER DEPTH TO TOP OF PIPE 55" C-2 PH #7 24" WATER DEPTH TO TOP OF PIPE 77"C-5, C-7 PH #8 12" WATER DEPTH TO TOP OF PIPE 66"C-5, C-7 PH #9 24" WATER DEPTH TO TOP OF PIPE 70" C-6 PH #10 12" WATER DEPTH TO TOP OF PIPE 61" C-5 PH #W1 24" WATER DEPTH TO TOP OF PIPE 82" C-2 PH #W2 6" WATER DEPTH TO TOP OF PIPE 54" C-3 PH #W3 4" WATER DEPTH TO TOP OF PIPE 41" C-3 PH #W4 6" WATER DEPTH TO TOP OF PIPE 44" C-3 PH #W5 8" WATER DEPTH TO TOP OF PIPE 38" C-3 PH #W6 8" WATER DEPTH TO TOP OF PIPE 71" C-4 PH #W7 8" WATER DEPTH TO TOP OF PIPE 31" C-4 PH #W8 12" WATER DEPTH TO TOP OF PIPE 64" C-4 PH #L1 4" PVC TDUC DEPTH TO TOP OF PIPE 26.5" C-2 PH #L2 4" PVC TDUC DEPTH TO TOP OF PIPE 35" C-2 PH #L3 4" PVC TDUC DEPTH TO TOP OF PIPE 31"C-3, C-7 PH #L4 4" PVC TDUC DEPTH TO TOP OF PIPE 30" C-3 PH #L5 4" PVC TDUC DEPTH TO TOP OF PIPE 26" C-3 PH #L6 18" W x 21" D CONC DUCT DEPTH TO TOP OF DUCT 36" C-4 PH #L7 22" W x 22" D CONC DUCT DEPTH TO TOP OF DUCT 31" C-4 PH #L8 34" W x 14" D CONC DUCT DEPTH TO TOP OF DUCT 36" C-4 PH #L9 4" PVC TDUC DEPTH TO TOP OF PIPE 34" C-4 PH #L10 16" W x 21" D CONC DUCT DEPTH TO TOP OF DUCT 41" C-4 PH #L12 18" W x 21" D CONC DUCT DEPTH TO TOP OF DUCT 31" C-5 PH #L13 18" W x 22" D CONC DUCT DEPTH TO TOP OF DUCT 33" C-5 PH #L14 18" W x 22" D CONC DUCT DEPTH TO TOP OF DUCT 34"C-5, C-7 PH #L15 18" W x 24" D CONC DUCT DEPTH TO TOP OF DUCT 36"C-5, C-7 PH #L16 4" PVC TDUC DEPTH TO TOP OF PIPE 42"C-5, C-7 PH #L17 22" W x 26" D CONC DUCT DEPTH TO TOP OF DUCT 30"C-5, C-7 PH #L18 36" W x 28" D CONC DUCT DEPTH TO TOP OF DUCT 44"C-6, C-7 PH #L19 36" W x 21" D CONC DUCT DEPTH TO TOP OF DUCT 23" C-6 PH #L20 20" W x 12" D CONC DUCT DEPTH TO TOP OF DUCT 17" C-6 PH #L21 36" W x 12" D CONC DUCT DEPTH TO TOP OF DUCT 48" C-6 PH #L22 18" W x 4" D CONC DUCT DEPTH TO TOP OF DUCT 20" C-6 PH #L23 18" W x 4" D CONC DUCT DEPTH TO TOP OF DUCT 18" C-6 PH #L24 2" PVC TDUC DEPTH TO TOP OF PIPE 25" C-6 BURNETT AVE S STRUCTURE TABLE STRUCTURE DIAMETER TYPE LID/GRATE STYLE COR STANDARD PLAN (FOR LID/GRATE) SDMH #B1 48" 2 SOLID LID 204.50 SDMH #B2 48" 2 SOLID LID 204.50 SDMH #B3 48" 2 SOLID LID 204.50 SDMH #B4 48" 2 SOLID LID 204.50 CB #12 N/A 1 VANED GRATE 204.20 CB #13 N/A 1 VANED GRATE 204.20 SDMH #B5 48" 2 SOLID LID 204.50 SDMH #B7 48" 2 SOLID LID 204.50 SDMH #B8 48" 2 SOLID LID 204.50 CB #14 N/A 1 VANED GRATE 204.20 SDMH #B9 48" 2 SOLID LID 204.50 SDMH #B10 48" 2 SOLID LID 204.50 SDMH #B11 60" 2 SOLID LID 204.50 SDMH #B12 48" 2 SOLID LID 204.50 CB #15 N/A 1 VANED GRATE 204.20 CB #16 N/A 1 VANED GRATE 204.20 SSMH #1 48" 1 SOLID LID 401.10 WILLIAMS AVE S STRUCTURE TABLE STRUCTURE DIAMETER TYPE LID/GRATE STYLE COR STANDARD PLAN (FOR LID/GRATE) CB #20 N/A 1 VANED GRATE 204.20 SDMH #W3 48" 2 SOLID LID 204.50 CB #21 N/A 1 VANED GRATE 204.20 CB #11 N/A 1 VANED GRATE 204.20 SDMH #W4 48" 2 SOLID LID 204.50 SDMH #W5 48" 2 SOLID LID 204.50 SDMH #W6 48" 2 SOLID LID 204.50 SDMH #W7 48" 2 SOLID LID 204.50 SDMH #W8 48" 2 SOLID LID 204.50 CB #22 N/A 1 VANED GRATE 204.20 CB #28 N/A 1 VANED GRATE 204.20 SDMH #W9 48" 2 SOLID LID 204.50 CB #23 N/A 1 VANED GRATE 204.20 CB #24 N/A 1 VANED GRATE 204.20 SDMH #W10 48" 2 SOLID LID 204.50 CB #25 N/A 1 VANED GRATE 204.20 CB #26 N/A 1 VANED GRATE 204.20 SDMH #W11 48" 2 SOLID LID 204.50 SDMH #W12 48" 2 VANED GRATE 204.50 CB #27 N/A 1 VANED GRATE 204.20 SDMH #W13 48" 2 VANED GRATE 204.20 SDMH #W14 60" 2 SOLID LID 204.50 SDMH #W15 48" 2 SOLID LID 204.50 SDMH #W16 48" 2 SOLID LID 204.50 S TOBIN ST STRUCTURE TABLE STRUCTURE DIAMETER TYPE LID/GRATE STYLE COR STANDARD PLAN (FOR LID/GRATE) CB #41 N/A 1 VANED GRATE 204.20 CB #42 N/A 1 VANED GRATE 204.20 SDMH #T1 60" 2 SOLID LID 204.50 CB #43 N/A 1 VANED GRATE 204.20 CB #44 N/A 1 VANED GRATE 204.20 SDMH #T2 60" 2 SOLID LID 204.50 SDMH #T3 72" 2 SOLID LID 204.50 SDMH #T4 60" 2 SOLID LID 204.50 1+00 2+00 3+00 4+00 5+00 6+00 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : T: \ A c t i v e P r o j e c t s \ B u r n e t t - W i l l i a m s W a t e r R e t r o f i t ( R e n t o n ) - 2 0 2 0 - 2 2 1 \ D e s i g n - 2 0 2 0 - 2 2 1 \ D e l i v e r a b l e s \ 2 0 2 4 - X X - X X 1 0 0 % I F B S u b m i t t a l - W o r k i n g \ C A D \ B u r n e t t - W i l l i a m s M a s t e r R e s t o r a t i o n 2 . d w g CITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Trevin Roletto, P.E. Phone: 425-250-0583 TENW PROJECT #: 2020-221 SWP-27-4-88 ISSUED FOR BID EMS 04-2024 EMS 04-19-2024 BURNETT AVE S RESTORATION PLAN STA 1+00 TO 6+00 R-1 20 27 TDR/DVB DVB/TDR TDR EMS 1:20 40 + 0 0 41 + 0 0 42 + 0 0 6+00 7+00 8+00 9+00 10+00 11+00 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : T: \ A c t i v e P r o j e c t s \ B u r n e t t - W i l l i a m s W a t e r R e t r o f i t ( R e n t o n ) - 2 0 2 0 - 2 2 1 \ D e s i g n - 2 0 2 0 - 2 2 1 \ D e l i v e r a b l e s \ 2 0 2 4 - X X - X X 1 0 0 % I F B S u b m i t t a l - W o r k i n g \ C A D \ B u r n e t t - W i l l i a m s M a s t e r R e s t o r a t i o n 2 . d w g CITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Trevin Roletto, P.E. Phone: 425-250-0583 TENW PROJECT #: 2020-221 SWP-27-4-88 ISSUED FOR BID EMS 04-2024 EMS 04-19-2024 BURNETT AVE S RESTORATION PLAN STA 6+00 TO 11+50 EMS TDR DVB/TDR TDR/DVB R-2 2721 1:20 20+00 21+00 22+00 23+00 24+00 25 + 0 0 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : T: \ A c t i v e P r o j e c t s \ B u r n e t t - W i l l i a m s W a t e r R e t r o f i t ( R e n t o n ) - 2 0 2 0 - 2 2 1 \ D e s i g n - 2 0 2 0 - 2 2 1 \ D e l i v e r a b l e s \ 2 0 2 4 - X X - X X 1 0 0 % I F B S u b m i t t a l - W o r k i n g \ C A D \ B u r n e t t - W i l l i a m s M a s t e r R e s t o r a t i o n 2 . d w g CITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Trevin Roletto, P.E. Phone: 425-250-0583 TENW PROJECT #: 2020-221 SWP-27-4-88 ISSUED FOR BID EMS 04-2024 EMS 04-19-2024 WILLIAM AVE S RESTORATION PLAN STA 20+00 TO 25+00 EMS TDR DVB/TDR TDR/DVB R-3 2722 1:20 25+ 0 0 26+00 27+00 28+00 29 + 0 0 30+00 31+ 0 0 42 + 0 0 43 + 0 0 43 + 5 0 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : T: \ A c t i v e P r o j e c t s \ B u r n e t t - W i l l i a m s W a t e r R e t r o f i t ( R e n t o n ) - 2 0 2 0 - 2 2 1 \ D e s i g n - 2 0 2 0 - 2 2 1 \ D e l i v e r a b l e s \ 2 0 2 4 - X X - X X 1 0 0 % I F B S u b m i t t a l - W o r k i n g \ C A D \ B u r n e t t - W i l l i a m s M a s t e r R e s t o r a t i o n 2 . d w g CITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Trevin Roletto, P.E. Phone: 425-250-0583 TENW PROJECT #: 2020-221 SWP-27-4-88 ISSUED FOR BID EMS 04-2024 EMS 04-19-2024 WILLIAMS AVE S RESTORATION PLAN STA 25+00 TO 30+50 EMS TDR DVB/TDR TDR/DVB R-4 2723 1:20 30 + 0 0 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : T: \ A c t i v e P r o j e c t s \ B u r n e t t - W i l l i a m s W a t e r R e t r o f i t ( R e n t o n ) - 2 0 2 0 - 2 2 1 \ D e s i g n - 2 0 2 0 - 2 2 1 \ D e l i v e r a b l e s \ 2 0 2 4 - X X - X X 1 0 0 % I F B S u b m i t t a l - W o r k i n g \ C A D \ B u r n e t t - W i l l i a m s M a s t e r R e s t o r a t i o n 2 . d w g CITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Trevin Roletto, P.E. Phone: 425-250-0583 TENW PROJECT #: 2020-221 SWP-27-4-88 ISSUED FOR BID EMS 04-2024 EMS 04-19-2024 ADA CURB RAMP DETAILS EMS TDR DVB/TDR TDR/DVB R-5 2724 1:5 BURNETT AVE S TRAFFIC CONTROL PLAN04-19-2024 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : T: \ A c t i v e P r o j e c t s \ B u r n e t t - W i l l i a m s W a t e r R e t r o f i t ( R e n t o n ) - 2 0 2 0 - 2 2 1 \ D e s i g n - 2 0 2 0 - 2 2 1 \ D e l i v e r a b l e s \ 2 0 2 4 - X X - X X 1 0 0 % I F B S u b m i t t a l - W o r k i n g \ C A D \ B W - M a s t e r T C P . d w g CITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Trevin Roletto, P.E. Phone: 425-250-0583 TENW PROJECT #: 2020-221 SWP-27-4-88 ISSUED FOR BID EMS 04-2024 EMS EMS TDR DVB/TDR TDR/DVB TC-1 2725 NTS 4 AXLES WEIGHT LIMIT SINGLE UNIT VEHICLES 25T 4 AXLES 25T 4 AXLES 25T 4 AXLES 25T SINGLE EMERGENCY VEHICLE AXLE WEIGHT LIMIT 14T TANDEM 19T Exemptions By GVW LIMIT 24T Permit Only ’ 04-19-2024 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : T: \ A c t i v e P r o j e c t s \ B u r n e t t - W i l l i a m s W a t e r R e t r o f i t ( R e n t o n ) - 2 0 2 0 - 2 2 1 \ D e s i g n - 2 0 2 0 - 2 2 1 \ D e l i v e r a b l e s \ 2 0 2 4 - X X - X X 1 0 0 % I F B S u b m i t t a l - W o r k i n g \ C A D \ B W - M a s t e r T C P . d w g CITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Trevin Roletto, P.E. Phone: 425-250-0583 TENW PROJECT #: 2020-221 SWP-27-4-88 ISSUED FOR BID EMS 04-2024 EMS S TOBIN ST TRAFFIC CONTROL PLAN TDR/DVB DVB/TDR TDR EMS TC-2 NTS 26 27 4 AXLES WEIGHT LIMIT SINGLE UNIT VEHICLES 25T 4 AXLES 25T 4 AXLES 25T 4 AXLES 25T SINGLE EMERGENCY VEHICLE AXLE WEIGHT LIMIT 14T TANDEM 19T Exemptions By GVW LIMIT 24T Permit Only ’ 04-19-2024 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED: FI L E N A M E : T: \ A c t i v e P r o j e c t s \ B u r n e t t - W i l l i a m s W a t e r R e t r o f i t ( R e n t o n ) - 2 0 2 0 - 2 2 1 \ D e s i g n - 2 0 2 0 - 2 2 1 \ D e l i v e r a b l e s \ 2 0 2 4 - X X - X X 1 0 0 % I F B S u b m i t t a l - W o r k i n g \ C A D \ B W - M a s t e r T C P . d w g CITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BURNETT AVE S AND WILLIAMS AVE S STORM SYSTEM IMPROVEMENTS APRIL 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig Transportation Planning | Design | Traffic Impact & Operations 11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747 Transportation Engineering NorthWest Project Contact: Trevin Roletto, P.E. Phone: 425-250-0583 TENW PROJECT #: 2020-221 SWP-27-4-88 ISSUED FOR BID EMS 04-2024 EMS WILLIAMS AVE S TRAFFIC CONTROL PLAN TDR/DVB DVB/TDR TDR EMS TC-3 NTS 27 27 4 AXLES WEIGHT LIMIT SINGLE UNIT VEHICLES 25T 4 AXLES 25T 4 AXLES 25T 4 AXLES 25T SINGLE EMERGENCY VEHICLE AXLE WEIGHT LIMIT 14T TANDEM 19T Exemptions By GVW LIMIT 24T Permit Only ’