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Home My WebLink AboutCAG-24-060 Bid Manual Volume II (Plans)WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT CITY PROJECT: 27-04186 MARCH 2024 COPYRIGHT © 2024 BHC CONSULTANTS, LLC. ALL RIGHTS RESERVEDPath: S:\Cad\Renton\22-10795 Windsor Hills\Design\d Filename: P22-10795_G-1 Plot date: Mar 07, 2024-02:58:10pm CAD User: acariaso. Xref Filename: | X22-10795_Status |G-1 85of1 BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.comKING 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 ASPECT CONSULTING, LLC - GEOTECHNICAL TENW - TRAFFIC CONTROL AND SURFACE RESTORATION 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 PROJECT MANAGER KATIE MEDINA, P.E. Kmedina@rentonwa.gov 425-430-7335 JARED McDONALD, P.E. Jmcdonald@rentonwa.gov 425-430-7293 CITY OF RENTON NE 4TH STW I N D S O R W A Y N E B R O N S O N W A Y N EGRANDEY W A Y B R O N S O N PLNEWINDSOR PL NEEDMONDS AVE NEI-405S U N S E T B L V D N E BRONSON WAY NE B R O N SO NW A Y N EPROJECT LOCATION Bid Documents Volume 2 of 2 CAG-24-060 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_G-2.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 INDEX OF DRAWINGS G-2 2 86 M. McCrosky, P.E. P. Simon R. Dorn, P.E. R. Ochiltree, P.E. N/A 27-04186 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 GENERAL AND SURFACE WATER DRAINAGE NOTES 4 G-4 WATER AND WASTEWATER NOTES 5 G-5 LEGENDS AND ABBREVIATIONS 6 G-6 SURVEY CONTROL AND NOTES 7 G-7 ALIGNMENT TABLES 1 OF 2 8 G-8 ALIGNMENT TABLES 2 OF 2 9 G-9 EROSION CONTROL KEY PLAN 10 G-10 WATER KEY PLAN 11 G-11 STORMWATER KEY PLAN 12 G-12 CONSTRUCTION SEQUENCING, GENERAL REQUIREMENTS, AND POTHOLING DATA 13 G-13 TRENCH DAM DETAIL EROSION CONTROL 14 EC-1 TESC NOTES 15 EC-2 BRONSON WAY NE TESC PLANS STA 1+00 TO 8+25 16 EC-3 BRONSON WAY NE TESC PLANS STA 8+25 TO 17+50 17 EC-4 BRONSON WAY NE TESC PLAN STA 17+50 TO 22+50 GRANDEY WAY TESC PLAN STA 29+80 TO 34+00 18 EC-5 GRANDEY WAY TESC PLANS STA 34+00 TO 42+50 19 EC-6 GRANDEY WAY TESC PLAN STA 42+50 TO 47+00 BRONSON PLACE NE TESC PLAN STA 80+00 TO 83+25 20 EC-7 BRONSON PLACE NE TESC PLAN STA 54+00 TO 57+50 WINDSOR PLACE NE TESC PLAN STA 80+00 TO 83+25 21 EC-8 WINDSOR PLACE NE TESC PLAN STA 83+25 TO 88+01 WINDSOR WAY NE TESC PLAN STA 60+00 TO 64+50 22 EC-9 WINDSOR WAY NE TESC PLANS STA 64+50 TO 73+50 23 EC-10 WINDSOR PLACE NE TESC PLAN STA 73+50 TO 75+76 BRONSON WAY NE TESC PLAN STA 800+00 TO 802+10 24 EC-11 DITCH TESC PLAN WATER 25 W-1 BRONSON WAY NE WATER MAIN PLAN AND PROFILE STA 0+80 TO 4+50 26 W-2 BRONSON WAY NE WATER MAIN PLAN AND PROFILE STA 4+50 TO 8+25 27 W-3 BRONSON WAY NE WATER MAIN PLAN AND PROFILE STA 8+25 TO 13+00 28 W-4 BRONSON WAY NE WATER MAIN PLAN AND PROFILE STA 13+00 TO 17+50 29 W-5 BRONSON WAY NE WATER MAIN PLAN AND PROFILE STA 17+50 TO 22+50 30 W-6 GRANDEY WAY NE WATER MAIN PLAN AND PROFILE STA 29+80 TO 34+00 31 W-7 GRANDEY WAY NE WATER MAIN PLAN AND PROFILE STA 34+00 TO 38+50 32 W-8 GRANDEY WAY NE WATER MAIN PLAN AND PROFILE STA 38+50 TO 42+50 33 W-9 GRANDEY WAY NE WATER MAIN PLAN AND PROFILE STA 42+50 TO 47+00 34 W-10 BRONSON PL NE WATER MAIN PLAN AND PROFILE STA 49+80 TO 54+00 35 W-11 BRONSON PL NE WATER MAIN PLAN AND PROFILE STA 54+00 TO 57+50 36 W-12 WINDSOR PL NE WATER MAIN PLAN AND PROFILE STA 79+80 TO 83+25 37 W-13 WINDSOR PL NE WATER MAIN PLAN AND PROFILE STA 83+25 TO 88+00 38 W-14 WINDSOR WAY NE WATER MAIN PLAN AND PROFILE STA 59+80 TO 64+50 39 W-15 WINDSOR WAY NE WATER MAIN PLAN AND PROFILE STA 64+50 TO 69+50 40 W-16 WINDSOR WAY NE WATER MAIN PLAN AND PROFILE STA 69+50 TO 73+50 41 W-17 WINDSOR WAY NE WATER MAIN PLAN AND PROFILE STA 73+50 TO 75+76 42 W-18 VUEMONT PL NE WATER MAIN STA 700+00 TO 702+00 43 W-19 1" WATER SERVICE CONNECTION DETAILS FOR 5/8" x 3/4" AND 1" METERS 44 W-20 WATER SERVICE CONNECTION DETAILS FOR 1 1/2" METER 45 W-21 1 1/2" METER MATERIAL LIST 46 W-22 WATER MAIN CONNECTIONS DETAILS 47 W-23 WATER MAIN POLYPIGGING PLAN STORMWATER 48 SD-1 BRONSON WAY NE STORM DRAIN PLAN AND PROFILE STA 1+00 TO 4+50 49 SD-2 BRONSON WAY NE STA 4+50 TO 8+25 50 SD-3 BRONSON WAY NE STA 8+25 TO 13+00 51 SD-4 BRONSON WAY NE STA14+25 TO 18+50 52 SD-5 BRONSON WAY NE STA17+50 TO 22+50 53 SD-6 GRANDEY WAY NE STA 30+00 TO 34+00 54 SD-7 GRANDEY WAY NE STA 8+00 TO 13+00 55 SD-8 GRANDEY WAY NE STA 38+50 TO 42+50 56 SD-9 GRANDEY WAY NE STA 42+50 TO 47+00 57 SD-10 BRONSON PL NE STA 80+00 TO 83+25 58 SD-11 BRONSON PL NE STA 54+00 TO 57+50 59 SD-12 WINDSOR PL NE STA 80+00 TO 83+25 60 SD-13 WINDSOR PL NE STA 83+25 TO 88+00 61 SD-14 WINDSOR WAY NE STA 60+00 TO 64+50 62 SD-15 WINDSOR WAY NE STA 64+50 TO 69+50 63 SD-16 WINDSOR WAY NE STA 69+50 TO 73+50 64 SD-17 WINDSOR WAY NE STA 73+50 TO 75+76 65 SD-18 VUEMONT PL NE STA 700+00 TO 702+00 AND STORM STRUCTURE TABLE 66 SD-19 GRANDEY WAY DITCH PLAN AND PROFILE 67 SD-20 BRONSON WAY NE DITCH PLAN AND PROFILE 68 SD-21 BRONSON WAY NE DITCH PLAN AND PROFILE 69 SD-22 STORMWATER DETAILS RESTORATION 70 R-1 RESTORATION KEY PLAN 71 R-2 BRONSON WAY NE RESTORATION PLAN STA 1+00 TO 7+00 72 R-3 BRONSON WAY NE RESTORATION PLAN STA 7+00 TO 13+00 73 R-4 BRONSON WAY NE RESTORATION PLAN STA 13+00 TO 19+50 74 R-5 BRONSON WAY NE RESTORATION PLAN STA 19+50 TO 22+50 75 R-6 GRANDEY WAY NE RESTORATION PLAN STA 38+00 TO 44+50 76 R-7 GRANDEY WAY NE RESTORATION PLAN STA 31+50 TO 38+50 77 R-8 WINDSOR WAY NE RESTORATION PLAN STA 61+00 TO 67+00 78 R-9 WINDSOR WAY NE RESTORATION PLAN STA 67+00 TO 72+50 79 R-10 WINDSOR WAY NE RESTORATION PLAN STA 72+50 TO 76+00 80 R-11 WINDSOR PL NE RESTORATION PLAN STA 80+50 TO 84+00 81 R-12 BRONSON PL NE RESTORATION PLAN STA 51+00 TO 57+00 82 R-13 DRIVEWAY DETAILS TRAFFIC CONTROL 83 TC-1 WINDSOR WAY NE TRAFFIC CONTROL PLAN 84 TC-2 WINDSOR PL & BRONSON PL NE TRAFFIC CONTROL PLAN 85 TC-3 BRONSON WAY NE TRAFFIC CONTROL PLAN 86 TC-4 GRANDEY WAY NE TRAFFIC CONTROL PLAN SHEET NO.DRAWING TITLEDWG NO. GENERAL NOTES SURFACE WATER DRAINAGE NOTES (CONT.) SURFACE WATER DRAINAGE NOTES 1. NOT USED 2. NOT USED 3. 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). 4. NOT USED 5. NOT USED 6. NOT USED 7. 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. 8. NOT USED. 9. 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. 10. NOT USED 11. 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. 12. NOT USED. 13. 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. 14. NOT USED 15. 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. 16. NOT USED. 17. 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. 18. NOT USED 19. 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. 20. 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. 21. 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. 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 2023 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, REFER TO SP 1-08.0(2). 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. BEFORE ANY CONSTRUCTION ACTIVITY OCCURS, THE CONTRACTOR SHALL MEET WITH THE CITY FOR A PRE-CONSTRUCTION CONFERENCE. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. REFER TO SP 1-07.6 and 1-08.0(1). 5. THE CONTRACTOR SHALL FOLLOW CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. THE CONTRACTOR MAY PROPOSE ALTERNATIVES FOR THE CITY'S APPROVAL. 6. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY IN ADVANCE OF BACKFILLING ANY CONSTRUCTION. 7. PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8. NOT USED. 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, REFER TO SP 1-05.4 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, REFER TO SP 1-7.17 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. PROPERTY DISTURBED DURING CONSTRUCTION TO BE RESTORED TO EXISTING CONDITIONS UNLESS OTHERWISE SPECIFIED BY THE CITY. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND DOCUMENTING ANY DAMAGE THAT IS PRE-EXISTING OR CAUSED BY OTHERS. REFER TO SS 1-07.16 AND SP 1-07.16. 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. SOME DWGS HAVE SPECIFIC SEQUENCING REQUIREMENTS TO MAINTAIN SERVICE. SEE NOTE 12 ON DWG G-12. 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. ALL MATERIALS USED FOR THE CONSTRUCTION SHALL BE NEW AND UNDAMAGED, AND CATALOG CUTS FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY PRIOR TO BRINGING ANY MATERIALS ON SITE. DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_G-3.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 GENERAL AND SURFACE WATER DRAINAGE NOTES G-3 3 85 M. McCROSKY, P.E. P. SIMON R. OCHILTREE, P.E. N/A 27-04186 22. 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. 23. 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. 24. 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. 25. 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. 26. PROJECTS LOCATED WITHIN THE CITY'S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT #6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 27. 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. 28. NOT USED. 29. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 30. NOT USED GENERAL NOTES (CONT.) 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 IN THE CONTRACT BIDDING DOCUMENTS. SOME RENTON STANDARD PLANS HAVE BEEN MODIFIED FOR THE PROJECT. ANY OTHER STD PLANS REQUIRED TO COMPLETE THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS CAN BE OBTAINED FROM THE CITY OF RENTON. WATER NOTES WASTEWATER NOTES 1. EXISTING WATER MAINS, HYDRANTS AND SERVICES SHALL REMAIN OPERATIONAL THROUGHOUT THE COURSE OF CONSTRUCTION. ABANDONMENT AND/OR REMOVAL OF EXISTING WATER MAINS SHALL TAKE PLACE ONLY AFTER THE NEW MAIN HAS BEEN INSTALLED, TESTED, AND APPROVED BY THE CITY OF RENTON. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 2. MAIN SHUTDOWNS SHALL BE BY CITY MAINTENANCE STAFF ONLY. CONNECTIONS TO EXISTING MAINS SHALL ALSO BE PERFORMED BY CITY FORCES, EXCEPT WET TAPS, WHICH MUST BE MADE BY CITY-APPROVED WET TAP CONTRACTORS. CONTRACTOR SHALL PROVIDE TWO WEEK ADVANCED NOTICE TO CITY FOR SCHEDULING OF CONNECTIONS AND SHUTDOWNS. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON-SITE PRIOR TO CITY NOTIFICATIONS. REFER TO SP 7-09.3(19)A. 3. VERIFY LOCATION AND DEPTH OF EXISTING WATER MAINS AT ALL CONNECTION POINTS PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL FIELD VERIFY THE OUTSIDE DIAMETER (O.D.) OF ALL EXISTING CAST-IRON PIPES AND PROVIDE THE PROPER LONG-BODY ADAPTERS AND TRANSITION COUPLINGS FOR THE FINAL CONNECTIONS BY CITY FORCES. CONNECTIONS TO ALL DUCTILE IRON PIPES SHALL BE MADE WITH LONG-BODY SOLID SLEEVES (MJ). REFER TO SP 7-09.3(19)A. 4. ALL CONNECTIONS TO EXISTING WATER MAINS SHALL BE MADE ONLY AFTER ALL THE NEW WATER MAINS AND APPURTENANCES HAVE SUCCESSFULLY CLEANED WITH POLYPIGS, PASSED ALL PRESSURE TESTS, DISINFECTED WITH CHLORINE SOLUTION, HAVE RECEIVED SATISFACTORY BACTERIOLOGICAL TEST LAB REPORTS, AND ARE THOROUGHLY FLUSHED. A SUGGESTED POLYPIGGING PLAN IS INCLUDED ON W-23. REFER TO SP 7-09.3(23) & 7-09.3(24) 5. NEW WATER MAIN PIPE MATERIALS SHALL BE DOUBLE THICK CEMENT-LINED DUCTILE IRON PIPE, THICKNESS CLASS 52. ALL DUCTILE IRON PIPES AND FITTINGS SHALL BE WRAPPED WITH 8-MIL BLACK, TUBE-TYPE, POLYETHYLENE PLASTIC. REFER TO SP 9-30.1(1) & SP 9-30.1(2). 6. ALL WATER PIPES, FITTINGS, AND VALVES SHALL HAVE RESTRAINED JOINTS PER SPECIFICATIONS. ALL MECHANICAL JOINT FITTINGS AND VALVES SHALL HAVE WEDGE-TYPE RETAINER GLANDS EQUAL TO MEGALUG SERIES 1100. ALL FITTINGS AND VALVES SHALL ALSO HAVE CONCRETE THRUST BLOCKS PER COR STANDARD PLANS. REFER TO SP 9-30.2(6). 7. RESTRAINED-JOINT DUCTILE IRON PIPE SHALL HAVE A POSITIVE METAL TO METAL CONTACT LOCKING SYSTEM WITHOUT THE USE OF GRIPPING TEETH. THE USE OF GASKETS FOR PUSH-ON PIPE WITH INTEGRALLY MOLDED STEEL OR METAL TEETH (E.G. FIELD LOK GASKET, FAST GRIP GASKET, TALON RJ GASKET) SHALL NOT BE ALLOWED AS SUBSTITUTE FOR RESTRAINED-JOINT PIPES. REFER TO SP 9-30.2(6). 8. ALL WATER MAINS 10 INCH DIAMETER AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE AND ALL WATERMAIN 12 INCH DIAMETER AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE, UNLESS OTHERWISE SHOWN ON THE PLANS. WHERE UTILITY CONFLICTS OCCUR, WATER MAINS ARE TO BE LOWERED OR RAISED BY PIPE JOINT DEFLECTION OR VERTICAL BENDS AS DIRECTED BY THE ENGINEER TO CLEAR CONFLICTS. PIPE DEFLECTION SHALL NOT EXCEED ONE-HALF OF PIPE MANUFACTURER’S SPECIFICATION FOR SIZE OF PIPE USED. REFER TO SP 7-09.3(15). 9. AT UTILITY CROSSINGS MAINTAIN MINIMUM VERTICAL SEPARATION OF 18 INCHES FROM SANITARY SEWER OR STORM DRAIN PIPE AND 12 INCHES FROM OTHER UTILITIES, MEAUSRED WALL TO WALL, UNLESS OTHERWISE SHOWN ON THE PLANS. WHERE WATER MAIN CROSSES ABOVE OR BELOW SANITARY SEWER OR STORM DRAIN PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE CENTERED FOR MAXIMUM JOINT SEPARATION. 10. ALL WATER MAIN VERTICAL BENDS SHALL INCLUDE VERTICAL THRUST BLOCKING PER COR STANDARD PLAN 330.3. ALL WATER MAIN HORIZONTAL BENDS SHALL INCLUDE HORIZONTAL THRUST BLOCKING PER COR STANDARD PLAN 330.1. 11. CONTRACTOR TO PROVIDE END CAPS, PLUGS, TEMPORARY BLOW-OFF ASSEMBLIES AND TEMPORARY CONCRETE THRUST BLOCKING, FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-INS TO EXISTING WATER SYSTEM. REFER TO SP 7-09.3(23). 12. NEW WATER MAINS, HYDRANTS, AND SERVICE LATERALS SHALL BE PRESSURE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN SP 7-09.3(23). ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. REFER TO SP 7-09.3(23). DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_G-4.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 WATER AND WASTEWATER NOTES G-4 4 85 M. McCROSKY, P.E. R. NICOLAS R. OCHILTREE, P.E. N/A 27-04186 1. PROVIDE AS-BUILT INFORMATION SHOWING ALL INVERT AND RIM ELEVATIONS OF MANHOLES AND SIDE SEWER VERTICAL AND HORIZONTAL LOCATIONS. 2. INSTALL SEWER MAINS AND SERVICES A MINIMUM 2 FEET FROM PARALLEL GAS LINES WHERE CONFLICT OCCURS. 3. AT UTILITY CROSSINGS MAINTAIN MINIMUM TYPICAL VERTICAL SEPARATION OF 18 INCHES FROM WATER AND 12 INCHES FROM OTHER UTILITIES, MEAUSRED WALL TO WALL, UNLESS OTHERWISE SHOWN ON THE PLANS. NOTIFY ENGINEER IF TYPIAL VERTICAL SEPARATION CAN NOT BE MET. 6-INCH ETHAFOAM PAD MAY BE USED IF APPROVED BY THE CITY OF RENTON. 4. ALL SIDE SEWER COUPLINGS SHALL BE “FERNCO STRONG-BACK” OR APPROVED EQUAL. G GENERAL EC EROSION CONTROL W WATER SD STORMWATER R RESTORATION TC TRAFFIC CONTROL AASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY TRANSPORTATION OFFICIALS AB ANCHOR BOLT AC ASPHALT CONCRETE ACP ASPHALT CONCRETE PAVEMENT ADA AMERICANS WITH DISABILITIES ACT 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 DHA DUANE HARTMAN & ASSOCIATES DIA DIAMETER DR DRIVE DT DECIDUOUS TREE DWG DRAWING DWY DRIVEWAY E EAST, EASTING, ELECTRICAL EA EACH EC EROSION CONTROL EL, ELEV ELEVATION EP EDGE OF PAVEMENT EW EACH WAY EX EXISTING FCA FLANGED COUPLING ADAPTER FF FINISHED FLOOR FG FINISH GRADE FH FIRE HYDRANT 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 MMA METHYL METHACRYLATE 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 PIPE PRV PRESSURE REDUCING VALVE PS PUMP STATION PSE PUGET SOUND ENERGY PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT POINT PVC POLYVINYL CHLORIDE C-900 PIPE PVMT PAVEMENT PWR POWER RCW REVISED CODE OF WASHINGTON RD ROAD REQ'D REQUIRED RET RETAINING RJ RESTRAINED JOINT ROW RIGHT OF WAY RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY RPM REVOLUTIONS PER MINUTE, RAISED PAVEMENT MARKER RT RIGHT S SOUTH, SLOPE, SOCKET, SINGLE 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 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 X LIMITS OF CONSTRUCTION WITHIN PERMANENT EASEMENT CENTERLINE STATIONING TO BE REMOVED OR ABANDONED PIPE DIRECTION OF FLOW (PLAN) CHAIN LINK FENCE SILT FENCE TEMPORARY CONSTRUCTION FENCE STRAW WATTLE CATCH BASIN INLET PROTECTION CATCH BASIN TYPE 2 W/ GRATE CATCH BASIN TYPE 2 W/ SOLID LID CATCH BASIN TYPE 1 W/ GRATE BIRD CAGE OVERFLOW STRUCTURE STORM CULVERT END VALVE FIRE HYDRANT WATER METER PRESSURE REDUCING VALVE COUPLING FLANGE FITTING MECHANICAL JOINT FITTING RESTRAINED JOINT FITTING CONCRETE THRUST BLOCK SLOPE DIRECTION OF FLOW CAP PLUG POLYPIGGING STATION AIR/VACUUM RELEASE ASSEMBLY SEWER MANHOLE o-o o-o o-o LEGEND EXISTING PROPOSED 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 CABLE TV VAULT POWER VAULT POWER/TELEPHONE JUNCTION BOX STREET LIGHT VAULT TELEPHONE VAULT TELEPHONE MANHOLE DHA SURVEY CONTROL MONUMENT IN CASE 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 MAILBOX SIGN ROCKERY POT HOLE CONCRETE PLAT LOT LINE STREET R/W LINE STREET R/W CENTERLINE CONTOUR FENCING UNDERGROUND STORM LINE UNDERGROUND SEWER LINE CONIFER TREE DECIDUOUS TREE DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_G-5.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 LEGENDS AND ABBREVEATIONS G-5 5 85 M. McCROSKY, P.E. P. SIMON R. OCHILTREE, P.E. N/A 27-04186 DESIGNATIONS SECTION TITLE A -SCALE: 1/2" = 1'-0" TITLE DETAIL TITLE 1 M-1SCALE: 1/2" = 1'-0" TITLE 4/M-1 DETAIL/SECTION CALLOUT 1 PHOTO NUMBER DIRECTION OF PHOTO PHOTO REFERENCE 1 M-1 DRAWING REFERENCE A M-1 SECTION LETTER DRAWING NUMBER WHERE SECTION IS DRAWN, DASH IF SECTION APPEARS ON SAME SHEET AS CUT DASH IF SECTION IS TAKEN ON THE SAME DRAWING, DRAWING NUMBER IF SECTION IS TAKEN ON A DIFFERENT SHEET SECTION, ELEVATION OR PROFILE REFERENCE LETTER DETAIL NUMBER DRAWING NUMBER WHERE DETAIL IS REFERENCED, DASH IF DETAIL APPEARS ON THE SAME SHEET AS SHEET REFERENCED ELEVATION LETTER DRAWING NUMBER WHERE ELEVATION IS DRAWN, DASH IF ELEVATION APPEARS ON SAME SHEET AS REFERENCED A M-1 PIPING DESIGNATIONS PIPING IS IDENTIFIED BY ITS SIZE FOLLOWED BY PIPING SYSTEM AS FOLLOWS: NEW PIPING: EXISTING PIPING: FOR NEW PIPING MATERIAL, FITTINGS, AND VALVES, SEE SPECIFICATIONS. PIPING SYSTEM DESIGNATIONS FOR EXISTING PIPING INDICATE TYPE OF SERVICE AND TYPE OF MATERIAL IF KNOWN. CONTRACTOR SHALL VERIFY ALL EXISTING PIPE MATERIAL AND NOT RELY ON THIS DESIGNATION PRIOR TO CONSTRUCTION. PIPE SIZE PIPING SYSTEM EQUIPMENT DESIGNATIONS EQUIPMENT IS IDENTIFIED AS FOLLOWS: BOXED NUMBER DESIGNATES NEW EQUIPMENT TO BE SUPPLIED BY THE CONTRACTOR: UNBOXED NUMBER DESIGNATES EXISTING EQUIPMENT: EQUIPMENT LIST IS INCLUDED FOR THE CONVENIENCE OF THE ENGINEER AND CONTRACTOR, AND IS NOT INTENDED TO REPRESENT PRECISE LISTING OF ALL EQUIPMENT AND DEVICES TO BE PROVIDED UNDER THIS CONTRACT. XX-XXXX 8" W XX-XXXX 8" W DI GENERAL PIPE MATERIAL DRAWING REFERENCE DETAIL NUMBER OR SECTION LETTER DRAWING REFERENCE SEE R - DRAWINGS FOR RESTORATION SPECIFIC LEGEND. NOTE 2+00 # UNDERGROUND SEWER LATERAL LINE (APROXIMATE LOCATION PER GIS) UNDERGROUND WATER LINE UNDERGROUND POWER LINE UNDERGROUND NATURAL GAS LINE UNDERGROUND TELEPHONE UNDERGROUND CABLE TV LINE UNDERGROUND FIBER OPTIC OVERHEAD POWER LINE LANE DELINEATIONS DITCH DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_G-6.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 SURVEY CONTROL AND NOTES G-6 6 85 M. McCrosky P. Simon R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 SURVEY NOTES SURVEY CONTROL PT # SURVEY PT # DESCRIPTION NORTHING EASTING ELEVATION 1 1 MON IN CASE 181819.119 1305917.511 223.30 2 2 MON IN CASE 182293.286 1305907.472 247.20 3 3 REBAR/CONTROL CAP 181637.250 1305103.058 169.81 4 5 SCRIBED X 181637.301 1304474.387 122.28 5 6 SCRIBED X 181873.303 1304990.056 131.52 6 10 MAG NAIL/WASHER 181618.964 1306079.113 248.23 7 11 MAG NAIL/WASHER 181803.706 1306100.663 255.43 8 12 MAG NAIL/WASHER 181773.924 1305649.786 191.25 9 13 MAG NAIL/WASHER 181465.485 1305413.305 190.82 10 14 REBAR CONTROL CAP 181392.471 1305141.120 194.22 11 15 REBAR CONTROL CAP 181220.273 1304835.806 191.14 12 16 MAG NAIL/WASHER 180849.891 1304813.388 193.38 13 17 MAG NAIL/WASHER 181454.170 1304898.582 178.10 14 18 MAG NAIL/WASHER 182269.838 1305312.044 157.05 15 19 MAG NAIL/WASHER 182315.181 1305146.125 142.28 16 20 MAG NAIL/WASHER 182313.180 1304921.540 117.12 17 21 REBAR/CONTROL CAP 182130.996 1304970.591 114.24 18 22 MAG NAIL/WASHER 182069.184 1305115.024 131.51 19 23 MAG NAIL/WASHER 181472.124 1304413.897 125.08 20 24 MAG NAIL/WASHER 181314.536 1304477.880 144.41 21 25 MAG NAIL/WASHER 182065.805 1305567.432 171.64 22 26 MON IN CASE 182305.268 1305619.856 211.48 23 27 MAG NAIL/WASHER 182495.846 1305541.458 219.55 24 40 MAG NAIL/WASHER 181903.877 1305365.386 158.84 25 42 SCRIBED X 181322.086 1305018.983 192.93 26 43 MAG NAIL/WASHER 181723.615 1304690.202 125.73 27* 44 REBAR CONTROL CAP 180586.655 1304611.727 173.67 28 45 SCRIBED X 181814.454 1305383.172 160.57 29 46 REBAR CONTROL CAP 181734.055 1305460.777 169.50 30 47 TACK IN HUB 182059.632 1305159.048 137.35 31 48 TACK IN HUB 182038.776 1305208.637 138.48 32 80 REBAR CONTROL CAP 180717.094 1304783.081 190.95 33 81 MAG NAIL/PACE WASHER 182158.261 1305357.177 153.46 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 APRIL 2022. 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. ·SANITARY AND STORM SEWER MANHOLE LOCATION SHOWN HEREIN ARE FROM CENTER OF LID. CENTER OF STRUCTURES ARE TO BE VERIFIED PRIOR TO ANY CONSTRUCTION. HORIZONTAL DATUM: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE NAD83(91), US FEET UTILIZING RTK GPS FIELD PROCEDURES EXTENDED FROM WSDOT LOCAL CONTROL POINTS. CONTOUR INTERVAL: TWO (2) FOOT CONTOURS VERTICAL DATUM: NORTH AMERICAN VERTICAL DATUM 1988 (NAVD88), US FEET. * POINT 27 LOCATED NORTH OF INTERSECTION VUEMONT PL NE AND BRONSON WAY NE. 1 2 3A45 6 7 9 1011 12 13141516A16B17 18 3B8BRONS ON BRONSON WAY NEB R O N S O N 32 12 11 25 10 9 6 7 1 2 8 29 21 22 23 33 14 15 16 1718 5 24 28 3 13 26 4 19 20 BRONSON WAY NEGRANDEY WAYW IN D S O R W A Y N E N E 4 T H S T PLACE NE WINDSOR PLACE NE EDMONDS AVE NE WAY NE 27 30 31VUEMONT PL NES U N S E T B L V D N E DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_G-7-8.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 ALIGNMENT TABLES 1 OF 2 G-7 7 85 M. McCrosky R. Nicolas R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 NOTES: 1. SEE DWG G-8 FOR ALIGNMENT TABLES.BRONS ON B R O N S O N W A Y N E B R O N S O N VUEMONT PL NEBRONSON WAY NEGRANDEY WAYW IN D S O R W A Y N E N E 4 T H S T S U N S E T B L V D N E PLACE NE WINDSOR PLACE NE EDMONDS AVE NE WAY NE 1+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9 + 0 0 10+00 11+00 1 2 + 0 0 1 3 + 0 0 14+00 15+00 16+00 1 7 +0 0 1 8 +0 0 19+0020+0021+0022+0030+00 31+0032+0033+003 4 +0 0 35+00 36+00 3 7 + 0 0 38+0039+0040+0041+004 2 + 0 0 4 3 + 0 0 44+00 45+00 46+00 47+00 50+00 51+005 2 + 0 0 53+00 54+00 55+00 5 6 +0 0 57+00 88+01 79+80 80+00 81+0082+008 3 +0 0 8 4 +0 085+0086+00 87+00 8 8 +0 0 75+7659+50 60+00 61+0062+00 63+0064+0065+0066+006 7 + 0 0 6 8 + 0 0 69+00 7 0 + 0 0 71+0072+00 73+00 74+00 75+0020+00 21+0021+7543+0040+00 41+00 4 2 +0 043+00 9 0 +0 0 91+00 91+50 L73 C33 L74 L75 L76L77 C34 C35L78 L79 L80 L81 C 36C37 C38 L82 L 8 3 C39 C40L84L85L86 L87 L88C41 C42 C43 C44C45L 8 9L90 L91L92 L93 C46C 4 7 C48 L94 L95 L96 L97 L98 L99 L100 L101 L102 L103 L104 L105 L106L107 L108 800+00 801+00 8 0 2 + 0 0 8 0 3 + 0 0 804+00 805+00 8 0 6 + 0 0700+00701+00702+00702+90 L118 L119 C61 C62 C63 L120 C64 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_G-7-8.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 ALIGNMENT TABLES 2 OF 2 G-8 8 85 M. McCrosky R. Nicolas R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 NOTES: 1. SEE DWG G-7 FOR ALIGNMENT PLAN. BRONSON - CONSTRUCTION CENTERLINE ALIGNMENT SEGMENT L74 L75 C33 L76 C34 C35 L73 L77 BEGIN STATION 0+80.00 4+97.23 5+56.64 10+25.12 10+53.95 18+04.01 19+51.85 20+26.03 BEGIN NORTHING 180,740.51 181,157.70 181,217.11 181,586.64 181,598.22 182,227.27 182,301.85 182,299.78 BEGIN EASTING 1,304,796.94 1,304,802.36 1,304,803.13 1,305,048.05 1,305,074.45 1,305,320.03 1,305,202.33 1,305,128.18 END STATION 4+97.23 5+56.64 10+25.12 10+53.95 18+04.01 19+51.85 20+26.03 22+22.29 END NORTHING 181,157.70 181,217.11 181,586.64 181,598.22 182,227.27 182,301.85 182,299.78 182,294.30 END EASTING 1,304,802.36 1,304,803.13 1,305,048.05 1,305,074.45 1,305,320.03 1,305,202.33 1,305,128.18 1,304,932.00 DISTANCE 417.23 59.41 28.83 74.18 196.26 BEARING N0°44'42"E N0°44'23"E N66°19'32"E S88°24'02"W S88°24'02"W RADIUS 409.30 477.50 124.77 TANGENT 263.68 477.50 83.98 CURVE LENGTH 468.48 750.06 147.84 DELTA 65°34'50" 90°00'00" 67°53'19" GRANDEY - CONSTRUCTION CENTERLINE ALIGNMENT SEGMENT L78 C36 L79 C37 L80 L81 C38 BEGIN STATION 29+80.00 32+16.39 34+90.82 34+91.02 37+67.73 37+67.75 40+83.98 BEGIN NORTHING 181,243.74 181,274.95 181,464.00 181,464.20 181,683.19 181,683.19 181,810.17 BEGIN EASTING 1,304,824.39 1,304,590.07 1,304,424.33 1,304,424.33 1,304,567.24 1,304,567.26 1,304,856.87 END STATION 32+16.39 34+90.82 34+91.02 37+67.73 37+67.75 40+83.98 47+05.40 END NORTHING 181,274.95 181,464.00 181,464.20 181,683.19 181,683.19 181,810.17 182,319.50 END EASTING 1,304,590.07 1,304,424.33 1,304,424.33 1,304,567.24 1,304,567.26 1,304,856.87 1,305,124.85 DISTANCE 236.39 0.20 0.02 316.23 BEARING N82°24'48"W N0°04'01"W N66°19'32"E N66°19'32"E RADIUS 190.95 238.80 461.50 TANGENT 167.01 156.24 368.08 CURVE LENGTH 274.44 276.71 621.42 DELTA 82°20'47" 66°23'33" 77°09'00" BRONSON PL - CONSTRUCTION CENTERLINE ALIGNMENT SEGMENT L82 C39 C40 L83 BEGIN STATION 49+80.00 50+88.92 56+32.68 57+06.43 BEGIN NORTHING 181,927.24 181,970.97 182,427.97 182,494.90 BEGIN EASTING 1,305,331.25 1,305,431.00 1,305,553.16 1,305,559.69 END STATION 50+88.92 56+32.68 57+06.43 57+54.57 END NORTHING 181,970.97 182,427.97 182,494.90 182,527.22 END EASTING 1,305,431.00 1,305,553.16 1,305,559.69 1,305,595.37 DISTANCE 108.92 48.14 BEARING N66°19'32"E N47°49'51"E RADIUS 301.60 50.00 TANGENT 381.20 45.43 CURVE LENGTH 543.76 73.75 DELTA 103°17'58" 84°30'54" WINDSOR PL - CONSTRUCTION CENTERLINE ALIGNMENT SEGMENT L92 L93 L91 C46 L89 C47 L90 C48 BEGIN STATION 79+80.00 80+00.00 81+01.61 81+73.90 83+05.38 83+07.96 84+91.79 86+95.79 BEGIN NORTHING 182,305.48 182,305.35 182,304.70 182,303.97 182,235.41 182,233.04 182,054.18 181,850.21 BEGIN EASTING 1,305,587.36 1,305,607.36 1,305,708.96 1,305,781.25 1,305,885.04 1,305,886.07 1,305,921.81 1,305,917.97 END STATION 80+00.00 81+01.61 81+73.90 83+05.38 83+07.96 84+91.79 86+95.79 88+01.04 END NORTHING 182,305.35 182,304.70 182,303.97 182,235.41 182,233.04 182,054.18 181,850.21 181,749.69 END EASTING 1,305,607.36 1,305,708.96 1,305,781.25 1,305,885.04 1,305,886.07 1,305,921.81 1,305,917.97 1,305,944.36 DISTANCE 20.00 101.61 72.29 2.58 204.00 BEARING S89°37'59"E S89°37'59"E S89°25'18"E S23°40'48"E S1°04'46"W RADIUS 114.60 425.39 191.00 TANGENT 74.05 93.37 54.00 CURVE LENGTH 131.48 183.82 105.25 DELTA 65°44'11" 24°45'34" 31°34'25" WINDSOR WAY - CONSTRUCTION CENTERLINE ALIGNMENT SEGMENT L84 L85 C41 L86 C42 L87 C43 L88 C44 C45 BEGIN STATION 59+50.00 61+43.27 61+57.14 62+52.38 64+11.19 68+99.76 69+14.11 72+12.45 72+14.32 73+61.37 BEGIN NORTHING 181,227.06 181,302.52 181,308.94 181,344.14 181,379.06 181,665.13 181,677.75 181,820.63 181,820.60 181,749.69 BEGIN EASTING 1,304,757.97 1,304,935.90 1,304,948.20 1,305,036.26 1,305,191.18 1,305,569.00 1,305,575.83 1,305,820.93 1,305,822.80 1,305,944.36 END STATION 61+43.27 61+57.14 62+52.38 64+11.19 68+99.76 69+14.11 72+12.45 72+14.32 73+61.37 75+76.14 END NORTHING 181,302.52 181,308.94 181,344.14 181,379.06 181,665.13 181,677.75 181,820.63 181,820.60 181,749.69 181,656.32 END EASTING 1,304,935.90 1,304,948.20 1,305,036.26 1,305,191.18 1,305,569.00 1,305,575.83 1,305,820.93 1,305,822.80 1,305,944.36 1,306,125.33 DISTANCE 193.27 13.87 158.81 14.35 1.87 BEARING N67°01'14"E N62°25'38"E N77°17'42"E N28°24'15"E S88°54'14"E RADIUS 299.25 573.00 272.90 143.85 191.00 TANGENT 48.03 260.24 166.05 80.67 120.35 CURVE LENGTH 95.24 488.56 298.34 147.05 214.78 DELTA 18°14'06" 48°51'10" 62°38'14" 58°34'08" 64°25'43" SD3 - CONSTRUCTION CENTERLINE ALIGNMENT SEGMENT L94 L95 L96 L97 BEGIN STATION 20+00.00 20+12.90 20+44.12 21+40.50 BEGIN NORTHING 182,105.43 182,098.73 182,082.53 182,051.94 BEGIN EASTING 1,305,085.77 1,305,096.79 1,305,123.47 1,305,214.87 END STATION 20+12.90 20+44.12 21+40.50 21+74.56 END NORTHING 182,098.73 182,082.53 182,051.94 182,042.49 END EASTING 1,305,096.79 1,305,123.47 1,305,214.87 1,305,247.59 DISTANCE 12.90 31.22 96.38 34.06 BEARING S58°43'34"E S58°43'34"E S71°29'40"E S73°53'41"E RADIUS TANGENT CURVE LENGTH DELTA SD-06 - CONSTRUCTION CENTERLINE ALIGNMENT SEGMENT L103 L104 L105 L106 L107 L108 BEGIN STATION 40+00.00 40+12.50 40+43.67 40+59.28 41+77.86 42+50.13 BEGIN NORTHING 181,872.44 181,865.30 181,847.51 181,838.90 181,761.04 181,689.89 BEGIN EASTING 1,305,301.82 1,305,312.08 1,305,337.68 1,305,350.70 1,305,440.13 1,305,452.85 END STATION 40+12.50 40+43.67 40+59.28 41+77.86 42+50.13 43+00.13 END NORTHING 181,865.30 181,847.51 181,838.90 181,761.04 181,689.89 181,651.92 END EASTING 1,305,312.08 1,305,337.68 1,305,350.70 1,305,440.13 1,305,452.85 1,305,485.39 DISTANCE 12.50 31.17 15.61 118.57 72.28 50.00 BEARING S55°12'19"E S55°12'19"E S56°30'24"E S48°57'09"E S10°08'36"E S40°35'34"E RADIUS TANGENT CURVE LENGTH DELTA SD-05 - CONSTRUCTION CENTERLINE ALIGNMENT SEGMENT L98 L99 L100 L101 L102 BEGIN STATION 90+00.00 90+27.65 90+59.30 90+68.95 91+19.96 BEGIN NORTHING 181,658.11 181,634.42 181,607.34 181,598.85 181,557.68 BEGIN EASTING 1,305,096.40 1,305,110.65 1,305,127.03 1,305,131.64 1,305,161.76 END STATION 90+27.65 90+59.30 90+68.95 91+19.96 91+50.09 END NORTHING 181,634.42 181,607.34 181,598.85 181,557.68 181,531.59 END EASTING 1,305,110.65 1,305,127.03 1,305,131.64 1,305,161.76 1,305,176.82 DISTANCE 27.65 31.65 9.66 51.01 30.13 BEARING S31°02'34"E S31°09'53"E S28°31'46"E S36°11'10"E S29°59'19"E RADIUS TANGENT CURVE LENGTH DELTA BRONSON WAY - CONSTRUCTION CENTERLINE ALIGNMENT SEGMENT L118 C61 C62 L119 C63 BEGIN STATION 800+00.00 800+68.77 802+13.49 803+98.89 804+68.65 BEGIN NORTHING 180,537.96 180,598.25 180,705.23 180,847.30 180,911.35 BEGIN EASTING 1,304,607.47 1,304,640.54 1,304,736.14 1,304,851.62 1,304,879.27 END STATION 800+68.77 802+13.49 803+98.89 804+68.65 806+00.00 END NORTHING 180,598.25 180,705.23 180,847.30 180,911.35 181,024.15 END EASTING 1,304,640.54 1,304,736.14 1,304,851.62 1,304,879.27 1,304,945.89 DISTANCE 68.77 69.76 BEARING N28°44'32"E N23°20'42"E RADIUS 317.84 337.74 520.87 TANGENT 73.64 95.10 66.02 CURVE LENGTH 144.72 185.40 131.35 DELTA 26°05'18" 31°27'09" 14°26'53" VUEMONT PL - CONSTRUCTION CENTERLINE ALIGNMENT SEGMENT L120 C64 BEGIN STATION 700+00.00 702+31.84 BEGIN NORTHING 180,482.19 180,593.72 BEGIN EASTING 1,304,709.09 1,304,505.84 END STATION 702+31.84 702+90.11 END NORTHING 180,593.72 180,642.38 END EASTING 1,304,505.84 1,304,480.13 DISTANCE 231.84 BEARING N61°14'38"W RADIUS 50.00 TANGENT 32.95 CURVE LENGTH 58.27 DELTA 66°46'35" DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_G-9.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 EROSION CONTROL KEY PLAN G-9 9 85 M. McCrosky S. Olsoe R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186GRANDEY WAYBRONSON WAY NEWI NDS OR WA Y N E BR ONS ON PLA CE NE BRONSON WAY NEWINDSOR PLACE NE EDMONDS AVE NE BRONSON WAY NE SUN SET BL VD NEVUEMONT PL NEB R O N S O N W A Y N E NE 4TH ST 1 2 3A45 6 7 9 1011 12 13141516A16B17 18 3B8BRONS ON B R O N S O N W A Y N E B R O N S O N BRONSON WAY NEGRANDEY WAYW IN D S O R W A Y N E N E 4 T H S T PLACE NE WINDSOR PLACE NE EDMONDS AVE NE WAY NE S U N S E T B L V D N EVUEMONT PL NEE C-10 EC-2 EC-4E C-5 EC-3EC-5EC-6 EC-4E C -7 EC-7EC-8 E C- 6 EC-9EC-10EC-9EC-2 EC-8EC-3EC-11EC-11EC-11 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_G-10.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 WATER KEY PLAN G-10 10 85 M. McCrosky P. Simon R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 1 2 3A45 6 7 9 1011 12 13141516A16B17 18 3B8BRONS ON BRONSON WAY NEB R O N S O N VUEMONT PL NEBRONSON WAY NEGRANDEY WAYW IN D S O R W A Y N E N E 4 T H S T S U N S E T B L V D N E PLACE NE WINDSOR PLACE NE EDMONDS AVE NE WAY NE W-18 W-1 W-6W -7 W-3W-8W-9 W-5W -1 1 W-12W-13W- 1 0 W-16W-17W-15W-2 W-14W-4 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_G-11.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 STORMWATER KEY PLAN G-11 11 85 M. McCrosky P. Simon R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186GRANDEY WAYBRONSON WAY NEWI NDS OR WA Y N E BR ONS ON PLA CE NE BRONSON WAY NEWINDSOR PLACE NE EDMONDS AVE NE BRONSON WAY NE SUN SET BL VD NEVUEMONT PL NEB R O N S O N W A Y N E NE 4TH ST 1 2 3A45 6 7 9 1011 12 13141516A16B17 18 3B8BRONS ON BRONSON WAY NEB R O N S O N BRONSON WAY NEGRANDEY WAYW IN D S O R W A Y N E N E 4 T H S T PLACE NE WINDSOR PLACE NE EDMONDS AVE NE WAY NE S U N S E T B L V D N EVUEMONT PL NES D-18 SD-1 SD-6S D-7 SD-3SD-8SD-9 SD-5S D -1 1 SD-12SD-13 S D- 1 0 SD-16SD-17SD-15SD-2 SD-14SD-4 CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS 1. WORK SHALL BE SEQUENCED AT THE CONTRACTOR’S DISCRETION. HOWEVER, THE CONTRACTOR SHALL MINIMIZE IMPACT TO THE NEIGHBORHOOD BY MAINTAINING INTERSECTIONS USED BY THE COMMUNITY FOR INGRESS AND EGRESS AND BY LIMITING WORK TO A SINGLE STREET AS FEASIBLE. 2. DURING LANE OR STREET CLOSURE, THE CONTRACTOR SHALL MAINTAIN LOCAL ACCESS TO ALL PROPERTIES IN THE CLOSED AREA. 3. TOTAL ROAD CLOSURE LASTING MORE THAN TWENTY-FOUR (24) HOURS IS SUBJECT TO THE APPROVAL BY THE CITY COUNCIL. 4. EMERGENCY SERVICES (253-852-2121) SHALL BE NOTIFIED TWENTY-FOUR (24) HOURS BEFORE ANY STREET OR LANE CLOSURES. 5. RESIDENTS SHALL BE PROVIDED SEVENTY-TWO (72) HOURS OF NOTICE IF ACCESS TO PROPERTY IS IMPACTED OR IF THE FRONTAGE ALONG THEIR PROPERTY IS IMPACTED. 6. CONTRACTOR SHALL NOT CLOSE NEIGHBORHOOD ENTRANCES FROM SUNSET BLVD NE, EDMONDS AVE NE AND NE 4TH ST SIMULTANEOUSLY. TO MAINTAIN NEIGHBORHOOD ACCESS, TWO OF THE ENTRANCES MUST BE OPEN DURING CONSTRUCTION. 7. AT ALL LOCATIONS WHERE THERE IS CONFLICT BETWEEN NEW STORM AND EXISTING WATER, THE CONTRACTOR SHALL SEQUENCE UTILITY INSTALLATION TO ENSURE WATER SERVICE IS PRESERVED FOR RESIDENTS. INSTALLATION OF NEW STORM MAY NEED TO OCCUR AFTER NEW WATER MAIN IS OPERATIONAL, WATER SERVICES HAVE BEEN TRANSFERRED FROM OLD TO NEW MAINS, AND EXISTING WATER MAINS HAVE BEEN ABANDONED. THERE WILL BE NO ADDITIONAL ALLOWANCE FOR TEMPORARY WATER SERVICES IN THE CASE THAT EXISTING WATER SERVICES ARE IN CONFLICT WITH THE NEW STORM UNDER THE CONTRACTOR'S SEQUENCING PLAN. THIS SEQUENCING MAY ALLOW SECTIONS OF ABANDONED WATER MAIN TO BE CUT OUT OF THE WAY TO AVOID CONFLICTS WITH NEW STORM PIPE ALIGNMENT AND TO MINIMIZE WATER SERVICE DISRUPTIONS FOR RESIDENTS. THIS SUGGESTED SEQUENCING SHOULD BE FOLLOWED UNLESS THE CONTRACTOR PROVIDES IN WRITING AN ALTERNATIVE APPROACH FOR MAINTAINING WATER SERVICE. THE ALTERNATIVE APPROACH MUST BE SUBMITTED TO THE CITY PROJECT MANAGER 5 WORKING DAYS PRIOR TO THE ALTERNATIVE APPROACH WORK BEGINNING. 8. ALL NEW WATER MAIN PIPE AND FITTINGS SHALL BE FLUSHED AND CLEANED VIA FOAM POLYPIG PRIOR TO DISINFECTION AND TESTING. SUGGESTED POLYPIGGING STATION LOCATIONS ARE SHOWN ON DWG W-23. CONTRACTOR MAY PROPOSE ALTERNATIVE POLYPIGGING STATION LOCATIONS FOR THE CITY’S APPROVAL. 9. THE WINDSOR HILLS NEIGHBORHOOD HAS NARROW ROADWAYS AND LIMITED RESIDENTIAL PARKING. THEREFORE, WITHIN THE EXISTING RIGHTS-OF-WAY, THE CONTRACTOR SHALL ONLY STAGE ENOUGH CONSTRUCTION MATERIALS FOR THE CURRENT DAY’S WORK. 10. THE CONTRACTOR SHALL NOT LEAVE STOCKPILED MATERIAL ON CITY STREETS OUTSIDE OF WORK HOURS. 11. PRIOR TO EVERY WEEKEND, THE CONTRACTOR SHALL PATCH THE CONSTRUCTION SITE WITH HMA, STEEL PLATES, ETC. AND LEAVE THE SITE IN A CLEAN AND ORDERLY CONDITION. ANY TRAFFIC DETOURS SHALL BE MAINTAINED IN ACCORDANCE WITH THE APPROVED TRAFFIC CONTROL PLAN. 12. SD-4, SD-5, SD-6, SD-7, SD-8, SD-9, SD-10, SD-15, SD-16, SD-17, SD-19, SD-20, AND SD-21, W-4, W-5,W-7, W-8, W-10, W-15, AND W-16 HAVE SPECIFIC SEQUENCING REQUIREMENTS. SEE THOSE SHEETS FOR NOTES. DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_G-12.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 CONSTRUCTION SEQUENCING, GENERAL REQUIREMENTS, AND POTHOLING DATA G-12 12 85 M. McCROSKY, P.E. P. SIMON R. OCHILTREE, P.E. N/A 27-04186 POTHOLING TABLE POTHOLE NUMBER DRAWING ASPHALT OVERLAY THICKNESS (IN) UTILITY TYPE UTILITY SIZE (IN) UTILITY MATERIAL PIPE DIRECTION TOP OF UTILITY FROM GRADE (IN) 1 SD-1 4 FIBER OPTIC 14D x 23W CONCRETE N & S 36 2 SD-1 4 GAS 4 STEEL WRAP N & S 38 3A W-6 N/A SEWER 8 CONCRETE E & W 74 3B W-6 6 GAS 1 PE N & S 30 4 SD-6 6 GAS 1 PE N & S 32 5 SD-19 5 SEWER 24 CONCRETE SE & NW 24 6 W-11 5 GAS 2 PE E & W 48 7 W-11 3 FIBER OPTIC 1 PVC E & W 34 8 SD-12 8 GAS 0.5 PE E & W 22 9 SD-15 5 GAS 2 STEEL WRAP SW & NE 32 10 SD-16 5 GAS 2 STEEL WRAP SW & NE 38 11 W-1 8 FIBER OPTIC 14D x 23W CONCRETE N & S 10 12 W-1 5 GAS 4 STEEL WRAP N & S 38 13 SD-5 8 POWER 2 PVC N & S 25 14 W-5 8 POWER 2 PVC N & S 23 15 W-5 8 GAS 2 STEEL N & S 44 16A W-17 6 POWER COULD NOT LOCATE AFTER DIGGING TO 8-FEET BELOW GRADE 16B W-17 4 POWER 2 CABLE N & S 61 17 W-18 N/A GAS 2 STEEL WRAP SW & NE 38 18 W-18 N/A FIBER OPTIC 14D x 23W CONCRETE N & S 30 POTHOLING TABLE NOTE: UTILITY POTHOLE DATA IS PROVIDED FOR REFERENCE ONLY. CONTRACTOR TO VERIFY LOCATION, DEPTH AND SIZE OF EXISTING UTILITIES. REPORT ANY DISCREPANCIES TO THE OWNER. CONSTRUCTION SEQUENCE FOR WATER MAIN IMPROVEMENTS 1. THE CONTRACTOR MUST COMPLETE THE INSTALLATION OF EACH IDENTIFIED SEGMENT OF PIPES, INCLUDING HYDRANTS, WATER SERVICE LINES, METER SETTERS AND RELATED APPURTENANCES AND PERFORM THE POLYPIGGING, PRESSURE TESTING AND DISINFECTION OF THE INSTALLED SECTION OF PIPES AND HAVE IT CONNECTED PER PLANS AND SPECIFICATIONS TO THE ACTIVE WATER SYSTEM BEFORE THE INSTALLATION OF THE NEXT SEGMENT OF PIPES. 2. ALL WATER SERVICE TRANSFERS MUST BE COMPLETED FOR EACH SEGMENT OF THE NEW PIPES BEFORE THE INSTALLATION OF THE NEXT SECTION OF PIPES DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_G-13.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 TRENCH DAM DETAIL G-13 13 85 M. McCROSKY, P.E. R. NICOLAS R. OCHILTREE, P.E. N/A 27-04186 NOTES: 1. INSTALL TRENCH DAMS WHERE EXISTING SLOPE IS GREATER THAN OR EQUAL TO 10%. SPACE EVERY 25' MINIMUM. 2. ADJUST SPACING AS REQUIRED TO AVOID FITTINGS, VALVES AND STRUCTURES. SECTION A-A A A ELEVATION DETAIL TRENCH DAM 1 TYPNTS 2'12"VARIES12"6"6" FINISH GRADE, SURFACING VARIES, SEE RESTORATION DWGS FINISH GRADE TYP TRENCH WALL PIPE, DIA VARIES TYP BOTTOM OF PIPE TRENCH CONTROLLED DENSITY FILL DUCTILE IRON PIPE TO BE WRAPPED IN POLYWRAP PRIOR TO PLACEMENT OF CDF WEIGHTS HEIGHT "H" WEIGHT 6" RISER 450 LBS 12" RISER 900 LBS 24" RISER 1,800 LBS 36" RISER 2,700 LBS 44" RISER 3,750 LBS B AA 6"2'6" B 6"2'6"3'PLAN VIEW 4""H"6"3'-8" MAXSECTION A-A OPENING CAST AS REQUIRED FRAME AND GRATE PER COR STD PLAN 204.00 AND 204.30 SECTION B-B SPECIFICATIONS: 1. CONCRETE MINIMUM COMPRESSION STRENGTH: F'c = 5,000 PSI @ 28 DAYS. 2. REINFORCING STEEL" ASTM A615, Fy = 60,000 PSI DETAIL YARD DRAIN 2 NTS NOTES: 1. INSTALL YARD DRAIN RIMS WITH SLIGHT DEPRESSION TO COLLECT STORMWATER ON SIDEWALKS. DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_EC-1.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO TESC NOTES EC-1 14 85 R. Ochiltree, P.E. P. Simon R. Dorn, P.E. R. Ochiltree, P.E. N/A 27-04186 EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: THE FOLLOWING IS A LISTING OF GENERAL NOTES THAT SHALL BE INCORPORATED IN THE EROSION AND SEDIMENT CONTROL (ESC) PLAN SET. ALL THE NOTES ON THE LIST MAY NOT PERTAIN TO EVERY PROJECT. THE APPLICANT OR OWNER, HEREBY REFERRED TO AS APPLICANT, MAY STRIKE OUT IRRELEVANT NOTES IF NOT APPLICABLE TO THE PROJECT. HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMAINING NOTES. IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC ASPECTS, THEY SHALL BE ADDED AFTER THE ESC STANDARD PLAN NOTES. 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORM WATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_EC-2-4.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON WAY NE TESC PLANS STA 1+00 TO 8+25 EC-2 15 85 B. Ochiltree, P.E. S. Olsoe R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE BELOWKEY MAP SCALE: 1" = 400'-0"MATCHLINE STA - SEE DWG 8+25EC-2MATCHLIN E STA 4+50 - SEE ABOVE 4+50M A T C H L IN E S T A - S E E D W G 8 0 2 +1 0 E C -1 0 NOTES: 1. EC SHEETS SHOW MINIMUM TESC MEASURES REQUIRED TO BE INSTALLED BEFORE CONSTRUCTION. AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSPECT, MAINTAIN, REPAIR, IMPROVE AND INCREASE MEASURES AS REQUIRED TO MAINTAIN WATER QUALITY STANDARDS IN BOTH NEW AND EXISTING DRAINS. o-o LEGEND: CATCH BASIN INSERT PER COR STD. PLAN 216.30 STRAW WATTLES PER COR STD. PLAN 213.40 POTHOLE INFORMATION ON DWG G-12 XX 1 2 11 12 1+00 2+00 3+00 4+008 0 3 + 0 0 804+00 805+00 BRONSON WAY NE NE 4TH ST o -o o -oBRONSON WAY NEBRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NEEC-7EC-6EC-2EC-2E C -3 EC-3EC-4 EC-4EC-5E C -5 EC-6EC-7 EC-8E C -8 E C-9 E C -9 E C-10 EC-105 +0 0 6 +0 0 7+00 8+00 30+00 5 9 + 5 0 60+00 6 1 + 0 03+004 +0 0 5+00BRONSON WAY NE WI NDS OR WAY NEGRANDEY WAY DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_EC-2-4.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON WAY NE TESC PLANS STA 8+25 TO 17+50 EC-3 16 85 B. Ochiltree, P.E. S. Olsoe R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 KEY MAP SCALE: 1" = 400'-0"MATCHLINE STA - SEE BELOWMATCHLINE STA - SEE DWG 8+25EC-213+00MATCHLI NE STA - SEE DWG 17+50EC-4MATCHLINE STA - SEE ABOVE13+00NOTES: 1. EC SHEETS SHOW MINIMUM TESC MEASURES REQUIRED TO BE INSTALLED BEFORE CONSTRUCTION. AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSPECT, MAINTAIN, REPAIR, IMPROVE AND INCREASE MEASURES AS REQUIRED TO MAINTAIN WATER QUALITY STANDARDS IN BOTH NEW AND EXISTING DRAINS. o-o LEGEND: CATCH BASIN INSERT PER COR STD. PLAN 216.30 STRAW WATTLES PER COR STD. PLAN 213.40 POTHOLE INFORMATION ON DWG G-12 XX BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NEEC-7EC-6EC-2EC-2E C -3 EC-3EC-4 EC-4EC-5E C -5 EC-6EC-7 EC-8E C -8 E C-9 E C -9 E C-10 EC-109+00 10+00 11+00 12+00 1 3 +0 030+0031+00 32+00 33+00 33+5990+0091+00BRO NSON WAY NE 13+00 14+00 15+00 1 6 +0 0 1 7 +0 0 5 0 + 0 0 5 1 + 0 0 50+0051+0052+0040+0041+00BRONSON PL ACE NEBRONSON WAY NE DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_EC-2-4.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON WAY NE TESC PLAN STA 17+50 TO 22+50 GRANDEY WAY TESC PLAN STA 29+80 TO 34+00 EC-4 17 85 B. Ochiltree, P.E. S. Olsoe R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 KEY MAP SCALE: 1" = 400'-0" M A T C H L IN E S T A - S E E D W G 1 7 +5 0 E C -3 M ATCHLINE STA - SEE DW G 34+00EC-5o-o LEGEND: CATCH BASIN INSERT PER COR STD. PLAN 216.30 STRAW WATTLES PER COR STD. PLAN 213.40 POTHOLE INFORMATION ON DWG G-12 NOTES: 1. EC SHEETS SHOW MINIMUM TESC MEASURES REQUIRED TO BE INSTALLED BEFORE CONSTRUCTION. AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSPECT, MAINTAIN, REPAIR, IMPROVE AND INCREASE MEASURES AS REQUIRED TO MAINTAIN WATER QUALITY STANDARDS IN BOTH NEW AND EXISTING DRAINS. XX BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NEEC-7EC-6EC-2EC-2E C -3 EC-3EC-4 EC-4EC-5E C -5 EC-6EC-7 EC-8E C -8 E C-9 E C -9 E C-10 EC-1013 14 1518+0019+00 2 0 +0 0 2 1 +0 0 2 2 +0 046+0047+0025+002 5 +7 5 SUNSET BLVD NEB R O N S O N W A Y N E GRANDEY WAY3A 4 3B5+006+0030+00 3 1 +0 0 3 2 +0 0 33+00 3 4 + 0 059+5060+00 3+00 4+005 +0 0 6 +0 0 7+00 8 + 0 0 600+00600+71W IN D S O R W A Y N E G R A N D E Y W A Y DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_EC-5-6.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO GRANDEY WAY TESC PLANS STA 34+00 TO 42+50 EC-5 18 85 B. Ochiltree, P.E. S. Olsoe R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE BELOWM A T C H LIN E S T A - S E E D W G 34+00 W -6 KEY MAP SCALE: 1" = 400'-0"38+50MATCHLINE STA - SEE DWG 38+50SD-7MATCHLINE STA - SEE DWG 42+50SD-9o-o LEGEND: CATCH BASIN INSERT PER COR STD. PLAN 216.30 STRAW WATTLES PER COR STD. PLAN 213.40 POTHOLE INFORMATION ON DWG G-12 XX34+003 5 +0 0 36+00 37+00 3 8+ 00100+00100+75G R A N D E Y W A Y NOTES: 1. EC SHEETS SHOW MINIMUM TESC MEASURES REQUIRED TO BE INSTALLED BEFORE CONSTRUCTION. AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSPECT, MAINTAIN, REPAIR, IMPROVE AND INCREASE MEASURES AS REQUIRED TO MAINTAIN WATER QUALITY STANDARDS IN BOTH NEW AND EXISTING DRAINS.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NEEC-7EC-6EC-2EC-2E C -3 EC-3EC-4 EC-4EC-5E C -5 EC-6EC-7 EC-8E C -8 E C-9 E C -9 E C-10 EC-1039+00 40+00 41+00 4 2 +0 0200+00200+75GRANDEY WAY DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_EC-5-6.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO GRANDEY WAY TESC PLAN STA 42+50 TO 47+00 BRONSON PLACE NE TESC PLAN STA 80+00 TO 83+25 EC-6 19 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 42+50EC-5KEY MAP SCALE: 1" = 400'-0"MATCHLI NE STA - SEE DWG 5 4 +0 0 EC- 7 o-o LEGEND: CATCH BASIN INSERT PER COR STD. PLAN 216.30 STRAW WATTLES PER COR STD. PLAN 213.40 POTHOLE INFORMATION ON DWG G-12 XX 5 19+0020+0043+00 44+00 4 5 +0 0 4 6 +0 0 4 7 +0 0 G R A N D E Y W A Y BRONSON WAY NENOTES: 1. EC SHEETS SHOW MINIMUM TESC MEASURES REQUIRED TO BE INSTALLED BEFORE CONSTRUCTION. AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSPECT, MAINTAIN, REPAIR, IMPROVE AND INCREASE MEASURES AS REQUIRED TO MAINTAIN WATER QUALITY STANDARDS IN BOTH NEW AND EXISTING DRAINS.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NEEC-7EC-6EC-2EC-2E C -3 EC-3EC-4 EC-4EC-5E C -5 EC-6EC-7 EC-8E C -8 E C-9 E C -9 E C-10 EC-101 5 +0 0 16+0050+00 51+00 52+00 5 3 +0 0 5 4 +0 0 52+0053+00 54+00 55+00BRONSON PLACE NE B R O N S O N W A Y N E DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_EC-7-10.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON PLACE NE TESC PLAN STA 54+00 TO 57+50 WINDSOR PLACE NE TESC PLAN STA 80+00 TO 83+25 EC-7 20 85 B. Ochiltree, P.E. S. Olsoe R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 54+00EC-6KEY MAP SCALE: 1" = 400'-0" M A T C H L I N E S T A - S E E D W G 8 3 +2 5 E C -8 o-o LEGEND: CATCH BASIN INSERT PER COR STD. PLAN 216.30 STRAW WATTLES PER COR STD. PLAN 213.40 POTHOLE INFORMATION ON DWG G-12 XX 67 54+00 55+00 5 6 +0 0 5 7 + 0 0 90+00 90+75 B R O N S O N P L A C E N E WINDSOR PLACE NENOTES: 1. EC SHEETS SHOW MINIMUM TESC MEASURES REQUIRED TO BE INSTALLED BEFORE CONSTRUCTION. AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSPECT, MAINTAIN, REPAIR, IMPROVE AND INCREASE MEASURES AS REQUIRED TO MAINTAIN WATER QUALITY STANDARDS IN BOTH NEW AND EXISTING DRAINS.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NEEC-7EC-6EC-2EC-2E C -3 EC-3EC-4 EC-4EC-5E C -5 EC-6EC-7 EC-8E C -8 E C-9 E C -9 E C-10 EC-108 54+0055+0079+80 80+00 81+00 82+00 83+0057+0656+0057+007 0 +0 0 71+0072+0090+0090+75WINDSOR PLACE NE BRONSON PLACE NE DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_EC-7-10.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO WINDSOR PLACE NE TESC PLAN STA 83+25 TO 88+01 WINDSOR WAY NE TESC PLAN STA 60+00 TO 64+50 EC-8 21 85 B. Ochiltree, P.E. S. Olsoe R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 KEY MAP SCALE: 1" = 400'-0"MATCHLI NE STA - SEE DWG 83+25EC-7MATCHLINE STA - SEE DWG 64+50EC-9o-o LEGEND: CATCH BASIN INSERT PER COR STD. PLAN 216.30 STRAW WATTLES PER COR STD. PLAN 213.40 POTHOLE INFORMATION ON DWG G-12 TREE PROTECTION XX NOTES: 1. EC SHEETS SHOW MINIMUM TESC MEASURES REQUIRED TO BE INSTALLED BEFORE CONSTRUCTION. AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSPECT, MAINTAIN, REPAIR, IMPROVE AND INCREASE MEASURES AS REQUIRED TO MAINTAIN WATER QUALITY STANDARDS IN BOTH NEW AND EXISTING DRAINS.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NEEC-7EC-6EC-2EC-2E C -3 EC-3EC-4 EC-4EC-5E C -5 EC-6EC-7 EC-8E C -8 E C-9 E C -9 E C-10 EC-108 4 +0 0 85+00 86+00 87+00 8 8 +0 088+01 73+007 2 +0 0 7 3 +0 0 74+00 75+00 75+75 85+0086+004 0 0 + 0 0 4 0 1 + 0 0 5 0 0 +0 0 5 0 1 +0 0 WINDSOR PLACE NE 5+006+0030+00 59+50 60+00 61+00 62+00 63+00 64+00 4+0065+00 66+00BRONSON WAY NEWINDSOR WAY NEo-oo-oo-o DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_EC-7-10.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO WINDSOR WAY NE TESC PLANS STA 64+50 TO 73+50 EC-9 22 85 B. Ochiltree, P.E. S. Olsoe R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 KEY MAP SCALE: 1" = 400'-0"MAT CHL I NE S T A - S E E ABOVE M A T C H L IN E S T A - S E E D W G 7 3 +5 0 E C -1 0 6 9 + 5 0MATCHLINE STA - SEE DWG 64+50EC-8MATCHLINE STA - SEE BELOW69+50o-o LEGEND: CATCH BASIN INSERT PER COR STD. PLAN 216.30 STRAW WATTLES PER COR STD. PLAN 213.40 POTHOLE INFORMATION ON DWG G-12 XX NOTES: 1. EC SHEETS SHOW MINIMUM TESC MEASURES REQUIRED TO BE INSTALLED BEFORE CONSTRUCTION. AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSPECT, MAINTAIN, REPAIR, IMPROVE AND INCREASE MEASURES AS REQUIRED TO MAINTAIN WATER QUALITY STANDARDS IN BOTH NEW AND EXISTING DRAINS.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NEEC-7EC-6EC-2EC-2E C -3 EC-3EC-4 EC-4EC-5E C -5 EC-6EC-7 EC-8E C -8 E C-9 E C -9 E C-10 EC-1010 87+007 0 +0 0 7 1 +0 0 72+00 7 3 + 0 0 75+0075+758 2 +0 0 8 3 + 0 0 8 4 +0 0 8 5 +0 0 8 6 +0 0 400+00401+00500+00501+00WINDSOR WAY NE 9 65+00 66+00 67+00 6 8 +0 0 6 9 +0 0 8 0 +0 0 8 1 +0 043+00300+00300+75WINDSOR WAY NE DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_EC-7-10.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO WINDSOR PLACE NE TESC PLAN STA 73+50 TO 75+76 BRONSON WAY NE TESC PLAN STA 800+00 TO 802+10 EC-10 23 85 B. Ochiltree, P.E. S. Olsoe R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 KEY MAP SCALE: 1" = 400'-0"MATCHLINE STA - SEE DWG 73+50EC-9MATCHLINE STA - SEE DWG 802+10EC-2o-o LEGEND: CATCH BASIN INSERT PER COR STD. PLAN 216.30 STRAW WATTLES PER COR STD. PLAN 213.40 POTHOLE INFORMATION ON DWG G-12 XX NOTES: 1. EC SHEETS SHOW MINIMUM TESC MEASURES REQUIRED TO BE INSTALLED BEFORE CONSTRUCTION. AS CONSTRUCTION PROGRESSES, CONTRACTOR SHALL INSPECT, MAINTAIN, REPAIR, IMPROVE AND INCREASE MEASURES AS REQUIRED TO MAINTAIN WATER QUALITY STANDARDS IN BOTH NEW AND EXISTING DRAINS.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NEEC-7EC-6EC-2EC-2E C -3 EC-3EC-4 EC-4EC-5E C -5 EC-6EC-7 EC-8E C -8 E C-9 E C -9 E C-10 EC-10EDMONDS AVE NE16A 16B 88+00 88+01 7 5 +7 6 74+00 7 5 +0 0 WINDSOR PLACE NE 17 18 800+00 801+00 802+00 00701+00BRONSON WAY NE VUEMONT PL NE DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_EC-11.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO DITCH TESC PLANS EC-11 24 85 B. Ochiltree, P.E. S. Olsoe R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186520+00 21+00 GRANDEY WAYo-oo-oNOTES: 1. EC SHEETS SHOW MINIMUM TESC MEASURES TO BE INSTALLED PRIOR TO CONSTRUCTION. AS CONSTRUCTION PROGRESSES, ADDITIONAL TESC MEASURES SHALL BE INSTALLED TO PROTECT BOTH NEW AND EXISTING DRAINS. o-o LEGEND: CATCH BASIN INSERT PER COR STD. PLAN 216.30 STRAW WATTLES PER COR STD. PLAN 213.40 SILT FENCE PER COR STD. PLAN 214.00 AND STAKE AND WIRE FENCE PER COR STD PLAN 212.00 POTHOLE INFORMATION ON DWG G-12 TREE PROTECTION XX 1 0 +0 0 1 1 +0 0 3 2 +0 0 3 3 +0 0 33+599 1 + 5 090+009 1 + 0 0 B R O N S O N W A Y N E o-oo-oo-oo-o14+0015+0050+004 0 +0 0 41+00 4 2 + 0 0 43+00 300+00 BRONSON WAY NEo-o o-o o-oo-oo-oo-oo-o DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-1-5.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 BRONSON WAY NE WATER MAIN PLAN AND PROFILE STA 0+80 TO 4+50 W-1 25 85 M. McCrosky A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 4+50 W-2MATCHLINE STA - SEE DWG 4+50 W-2 KEY MAP SCALE: 1" = 400'-0" M A T C H L IN E S T A - S E E D W G 8 0 2 +1 0 W -1 8 EX GRADE AT C/L RIGHT OF WAY 200 195 190 185 180 175 170 200 195 190 185 180 175 170 EX 8" W EX 14" FO, IE 190.62±CONNECT TO EX 8" DI3'MIN8" W DI EX GASEX GASEX W1" WS1" WS1" WS1" WSFIRE HYDRANT ASSEMBLY1" WS1" WS1" WSEX 6" W ESTIMATED45° HORIZONTAL BENDEX 4" GAS, IE 188.82±11.25° HORIZONTAL BENDEX GRADE AT C/L RIGHT OF WAY MAINTAIN POSITIVE SLOPE TO STA 1+25 INSTALL 6" DI FOR FH ASSEMBLY W/ 12" MIN CLR BELOW EX 6" W 8" W IE 187.65± PROVIDE 6" MIN CLR W/ ETHAFOAM PAD POLYPIGGING STATIONDEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTH APPROX 325 LF - 8" RJ DI W WITH POLYWRAP 1+00 2+00 3+00 4+00 NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE AND SETTER WITH NEW PRV IN SEPARATE METER BOX, PER DETAIL 1, DWG W-19 TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE WITH NEW PRV IN SEPARATE METER BOX (TYP) AND SETTER PER DETAIL 1, DWG W-20 TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING SURVEY MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING SURVEY MONUMENT IS DISTURBED. OWNER TO REPLACE. CONTRACTOR TO FURNISH MATERIALS. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 1 2 11 12 8 0 3 + 0 0 804+00 805+00 1 5 3 BRONSON WAY NE NE 4TH ST 6 INSTALL 1 - 8" CAP, MJ, ON EX 8" DI TYPE C 7 TYPE C 7 TYPE A 7 TYPE A7 TYPE B 7 1 TYPE C7 STA 1+26.39, OFFSET 7.83' RT CONNECT TO EXISTING 8" DI W/ 1 - 8" SOLID SLEEVE, RJ x RJ 1 -8" DI SPOOL, LF AS REQ'D SEE DETAIL 1/W-22 FOR CONNECTION DETAIL 1 TYPE C 7 STA 0+87.9 OFFSET 0.34' RT 10 STA 1+00 OFFSET 17.10' RT 10 2 STA 3+93.8 OFFSET 0.53' RT 10 STA 3+70.61, OFFSET 2.98' LT 1 - 8" x 6" TEE, RJ x FL W/ THRUST BLOCK 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY-24.86' LT 6 1 STA 1+31.36', OFFSET 1.25' RT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK STA 1+54.52 OFFSET 3.34' LT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK 16 LF - 8" DI 8 LF - 8" DI 12STA 1+39.21, OFFSET 0.30' LT 9 LF - 8" DI 216 LF - 8" DI 154 LF - 8" DI FOR RESTORATION, SEE R-SHEETS, TYP SEGMENT 1 W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE MATCHLINE STA - SEE DWG 8+25W-3DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-1-5.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 BRONSON WAY NE WATER MAIN PLAN AND PROFILE STA 4+50 TO 8+25 W-2 26 85 M. McCrosky A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 4+50 W-1MATCHLINE STA - SEE DWG 8+25 W-3MATCHLINE STA - SEE DWG 4+50W-1KEY MAP SCALE: 1" = 400'-0" EX GRADE AT C/L RIGHT OF WAY 195 190 185 180 175 170 165 195 190 185 180 175 170 165 200 200 EX GRADE AT C/L RIGHT OF WAY EX GRADE AT C/L RIGHT OF WAY IE 183.92±EX WEX 8" SD, IE 185.8±EX 4" WEX GAS1" WS8" x 8" TEE8" x 8" TEE12" MIN 6" MIN W/ ETHAFOAM PAD 1" WS1" WS11.25° HORIZONTAL BEND45° HORIZONTAL BEND45° HORIZONTAL BEND12" SD, IE 189.8±MAINTAIN POSITIVE SLOPE TO STA 1+25 EX 8" SS, IE 171.7±3'MIN8" W DI FIRE HYDRANT ASSEMBLYIE 184.33± DEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTH APPROX 374 LF - 8" RJ DI W WITH POLYWRAP 5 +0 0 6 +0 0 7+00 8+00 3 DEFLECT PIPE MAXIMUM 9" PER 18' OF HORIZONTAL LENGTH 6 6 WI NDS OR WAY NEGRANDEY WAY NETYPE C7 TYPE C 7 1 1 1 TYPE C7 FOR CONTINUATION, SEE DWG W-14 11 STA 5+86.1, OFFSET 0.58' LT 10 STA 5+56.7, OFFSET 0.55' RT 11 STA 6+30.8, OFFSET 6.14' LT 10 STA 7+48.9, OFFSET 0.60' RT STA 7+87.1, OFFSET 6.55' LT 1- 8" 45° BEND, RJ x RJ W/ THRUST BLOCK2 STA 6+07.7, OFFSET 6.68' LT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK STA 5+82.6, OFFSET 3.66' LT 1 - 8" x 8" TEE, FL x FL W/ THRUST BLOCK 2 - 8" GATE VALVE, FL x RJ 1 - 8" ADAPTER, FL x RJ SEE W-6 FOR FITTING CALLOUTS ON GRANDEY WAY 6 26 LF - 8" DI 1 5 8 L F - 8" DI 5 9 L F - 8 " D I 75 LF -8" DI26 LF - 8" DI 24 LF - 8" DI STA 8+06.1, OFFSET 11.82' LT 1- 8" 45° BEND, RJ x RJ W/ THRUST BLOCK STA 7+63.5, OFFSET 6.06' LT 1 - 8"x6" TEE, FL x FL W/ THRUST BLOCK 1 - 8" GATE VALVE, FL x RJ 1 - 8" ADAPTER, FL X RJ 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY, OFFSET 24.79' RT STA 5+24.7, OFFSET 3.0' LT 1 - 8" x 8" TEE, FL x FL W/ THRUST BLOCK 2 - 8" GATE VALVE, FL x RJ 1 - 8" ADAPTER, FL x RJ SEE W-14 FOR FITTING CALLOUTS ON WINDSOR WAY FOR CONTINUATION, SEE DWG W-6 B RO NS O N W AY NE FOR RESTORATION, SEE R-SHEETS, TYPSEGMENT 2SEGMENT 1 SEGMENT 3 5+00 6+00 7+00 8+00 NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE AND SETTER WITH NEW PRV IN SEPARATE METER BOX, PER DETAIL 1, DWG W-19 TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE WITH NEW PRV IN SEPARATE METER BOX (TYP) AND SETTER PER DETAIL 1, DWG W-20 TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING SURVEY MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING SURVEY MONUMENT IS DISTURBED. OWNER TO REPLACE. CONTRACTOR TO FURNISH MATERIALS. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 W-11W-10W-1W-2W -3W-4W-5W-6W-7W -8 W-9W-12 W-13W -14 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 SD-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE MATCHLINE STA - SEE DWG 13+00W-4DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-1-5.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 BRONSON WAY NE WATER MAIN PLAN AND PROFILE STA 8+25 to 13+00 W-3 27 85 M. McCrosky A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 8+25 W-2MATCHLINE STA - SEE DWG 8+25W-2MATCHLINE STA - SEE DWG 13+00 W-4 7 KEY MAP SCALE: 1" = 400'-0" EX GRADE AT C/L RIGHT OF WAY 9+00 10+00 11+00 12+00 1 3 +0 0 5 B RONSON WAY NE BRONSON WAY NE DEFLECT PIPE MAXIMUM 9" PER 18' OF HORIZONTAL LENGTH DEFLECT PIPE MAXIMUM 9" PER 18' OF HORIZONTAL LENGTH 7 TYPE A TYPE C7 7TYPE A TYPE B7 7TYPE A TYPE A 7 TYPE A7TYPE B 6 STA 8+82.8, OFFSET 8.07' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK STA 9+66.7, OFFSET 8.97' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK 10 STA 10+54.1, OFFSET 0.19' RT 10 STA 10+25.4, OFFSET 0.25' RT 3 STA 11+21.6, OFFSET 11.57' RT 1 - 8" x 6" TEE, FL x FL W/ THRUST BLOCK 1 - 8" GATE VALVE, FL x RJ 1 - 8" ADAPTER, FL x RJ 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY - 14.61' RT STA 11+32.6, OFFSET 12.93' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK 283 LF - 8" DI 156 LF - 8" DI 248 LF - 8" DI 11 LF - 8" DI FOR RESTORATION, SEE R-SHEETS, TYP SEGMENT 1 175 170 165 160 155 150 175 170 165 160 155 150 180 185 180 185 EX GRADE AT C/L RIGHT OF WAY1" WS11.25° HORIZONTAL BEND11.25° HORIZONTAL BEND11.25° HORIZONTAL BENDEX WEX WEX WEX WFIRE HYDRANT ASSEMBLY1" WS1" WS1" WS1" WS1" WS1" WS1" WS12" SD, IE 172.1412" SD, IE 167.25EX SD12"MINMAINTAIN POSITIVE SLOPE TO STA 1+25EX SS, IE 167.7±8" W DI 3'MIN8" W, IE 173.70 PROVIDE 6" MIN CLR W/ ETHAFOAM PAD APPROX 475 LF - 8" RJ DI W WITH POLYWRAP 9+00 10+00 11+00 12+00 13+ NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE AND SETTER WITH NEW PRV IN SEPARATE METER BOX, PER DETAIL 1, DWG W-19 TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE WITH NEW PRV IN SEPARATE METER BOX (TYP) AND SETTER PER DETAIL 1, DWG W-20 TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING SURVEY MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING SURVEY MONUMENT IS DISTURBED. OWNER TO REPLACE. CONTRACTOR TO FURNISH MATERIALS. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 W-11W-10W-1W-2W -3W-4W-5W-6W-7W -8 W-9W-12 W-13W -14 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 SD-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE MATCHLI NE STA - SEE DWG 17+50W-5DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-1-5.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 BRONSON WAY NE WATER MAIN PLAN AND PROFILE STA 13+00 TO 17+50 W-4 28 85 M. McCrosky A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 13+00W-3MATCHLINE STA - SEE DWG 17+50 W-5MATCHLINE STA - SEE DWG 13+00 W-3 KEY MAP SCALE: 1" = 400'-0" EX GRADE AT C/L RIGHT OF WAY 165 160 155 150 145 140 165 160 155 150 145 140 170 170 EX GRADE AT C/L RIGHT OF WAY IE 151.8 6" IE 149.911.25° HORIZONTAL BEND11.25° HORIZONTAL BENDEX WEX WEX WEX 4" WEX WFIRE HYDRANT ASSEMBLY18" SD, 153.06EX 18" SD, IE 154.89SEE PLAN NOTE8" x 8" TEE12" SD, IE 149.61" WS1" WS1" WS1" WS1" WS1" WS1" WS1" WS1" WS1" WS1" WS12" SD, IE 152.012" MIN MAINTAIN POSITIVE SLOPE TO STA 1+25 EX SS, IE 144.52±8" W DIEX 8" SS, IE 148.45±MAINTAIN POSITIVE SLOPEEX 8" SS, IE 146.32±22.5° HORIZONTAL BEND3'-0"MIN12"MIN12" MINEX 6" SD, IE UNKNOWN8" W IE 155.08 PROVIDE 6" MINIMUM CLR ABOVE PROPOSED STORM W/ ETHAFOAM PAD DEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTHFIRE HYDRANT ASSEMBLYEX SD ESTIMATED DEPTH APPROX 460 LF - 8" RJ DI WITH POLYWRAP EX 8" SS+00 14+00 15+00 16+00 17+00 6 5 3 B R O N S O N W A Y N E BRONSON PL ACE NE7 TYPE A 7 TYPE A 7 TYPE C 7 TYPE C 7 TYPE B 7TYPE B1 1 1 TYPE A 7 TYPE B 7 TYPE B 7 TYPE A 7 STA 13+74.9, OFFSET 12.59' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK TYPE B7 TYPE C7 STA 15+77.5, OFFSET 10.57' RT 1 - 8" x 6" TEE, RJ x FL W/ THRUST BLOCK 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY, + OFFSET 31.89' RT FOR CONTINUATION, SEE DWG W-10 STA 15+10.1, OFFSET 6.85' RT 10 STA 17+38.5, OFFSET 9.94' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK 2 STA 15+36.6, OFFSET 14.46' RT 1 - 8" x 8" TEE, FL x FL W/ THRUST BLOCK 3 - 8" GATE VALVE, FL x RJ SEE W-10 FOR FITTING CALLOUTS ON BRONSON PL NE STA 15+46.2, OFFSET 16.32' RT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK STA 14+28.97, OFFSET 0.0' 10 DEFLECT PIPE MAXIMUM 9" PER 18' OF HORIZONTAL LENGTH 1 6 5 L F - 8 " D I 3 3 L F - 8 " D I166 LF - 8" DI 8 LF - 8" DI FOR RESTORATION, SEE R-SHEETS, TYP EX WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED SEGMENT 4S E G M E N T 1 NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE AND SETTER WITH NEW PRV IN SEPARATE METER BOX, PER DETAIL 1, DWG W-19 TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE WITH NEW PRV IN SEPARATE METER BOX (TYP) AND SETTER PER DETAIL 1, DWG W-20 TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING SURVEY MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING SURVEY MONUMENT IS DISTURBED. OWNER TO REPLACE. CONTRACTOR TO FURNISH MATERIALS. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 W-11W-10W-1W-2W -3W-4W-5W-6W-7W -8 W-9W-12 W-13W -14 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 SD-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-1-5.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 BRONSON WAY NE WATER MAIN PLAN AND PROFILE STA 17+50 TO 22+50 W-5 29 85 M. McCrosky A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 M A T C H L IN E S T A - S E E D W G 1 7 +5 0 W -4 KEY MAP SCALE: 1" = 400'-0"MATCHLINE STA - SEE DWG 17+50 C-5 EX GRADE AT C/L RIGHT OF WAY 13 14 1518+0019+00 2 0 +0 0 2 1 +0 0 2 2 +0 0 7 6 3 1 2 B R O N S O N W A Y N E SUNSET BLVD NEGRANDEY WAY NE7 TYPE C 7 TYPE C 7 TYPE C 7 TYPE C 7TYPE B 7TYPE B 7 TYPE A 7 TYPE C FOR CONTINUATION, SEE DWG W-9 7 TYPE A 7TYPE C 10 STA 18+94.1, OFFSET 7.12' RT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK STA 18+75.3, OFFSET 8.13' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK 10 STA 20+26.5, OFFSET 1.16' RT10 STA 20+26.3, OFFSET 0.0'10 STA 20+31.4, OFFSET 5.63' RT 1 - 8" x 8" TEE FL x FL W/ THRUST BLOCK 3 - 8" GATE VALVE, FL x RJ SEE W-9 FOR FITTING CALLOUTS ON GRANDEY WAY 1 STA 19+08.4, OFFSET 6.40' LT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK STA 19+52.2, OFFSET 0.0' STA 22+2.5, OFFSET 0.19' LT10 INSTALL 1 - 6" CAP, MJ ON EX 6" CI 39 LF - 8" DI 8 LF - 8" DI 1 3 5 L F - 8 " D I 1 2 1 L F - 8 " D I 20 LF - 8" DI 20 LF -8" DI 54 LF - 8" DI78 LF - 8" DI 1 - 1" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER COR STD PLAN 340.3 STA 18+44.8, OFFSET 7.86' RT CLEAR 3' x 3' AREA OF HEDGE AS REQUIRED FOR CONSTRUCTION OF ASSEMBLY STA 18+24.4, OFFSET 11.6' RT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK STA 18+4.2, OFFSET 0.17' LT FOR RESTORATION, SEE R-SHEETS, TYP REMOVE EX 6" GATE VALVE AND INSTALL BLIND FLANGE ON EX TEE EX WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED STA 22+21.6, OFFSET 7.17' LT CONNECT TO EX 12" CI WATER MAIN W/ 1 - 12" x 8" TAPPING TEE AND AND VALVE, FL x RJ W/ THRUST BLOCK SEE DETAIL 2/W-22 FOR CONNECTION DETAILSSEGMENT 2S E G M E N T 1 1 - 8" SOLID SLEEVE, RJ RJ STA 21+84.55, OFFSET 6.62' LT STA 21+73.5, OFFSET 6.67' LT 1 - 8" 45° VERTICAL BENDS, RJxRJ W/ VERTICAL THRUST BLOCK STA 21+66.90, OFFSET 6.65' LT 1 - 8" x 6" TEE, RJ x FL W/ THRUST BLOCK 1 - 8" NIPPLE, LF AS REQUIRED 1 - 8" ADAPTER, FL x RJ 1 - 8" 45° VERTICAL BEND, FL x RJ W/ VERTICAL THRUST BLOCK 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY, OFFSET 23.33' RT STA 21+77.6 OFFSET 6.65' LT 12 21+00 22+00 135 130 125 120 115 110 105 135 130 125 120 115 110 105 EX GRADE AT C/L RIGHT OF WAY 6" IE 115.85±EX WEX WEX WEX 2" GAS, IE 114.08±1" WS1" WS12" SD, IE 114.44FIRE HYDRANT ASSEMBLYCONNECT TO EX 12" CI WEX SDMAINTAIN POSITIVE SLOPE EX 8" SS,IE 105.41±8" W DI EX 2" P, IE 116.00±45° VERTICAL BEND8" SOLID SLEEVEIE 112.95 PROVIDE 6" MIN CLR W/ ETHAFOAM PAD POLYPIGGING STATIONPROVIDE 6" MINIMUM CLR W/ ETHAFOAM PAD CONTRACTOR TO VERIFY45° VERTICAL BENDAPPROX 175 LF - 8" RJ DI W WITH POLYWRAP 160 155 150 145 140 135 130 160 155 150 145 140 135 130 EX GRADE AT C/L RIGHT OF WAY IE 134.12±22.5° HORIZONTAL BEND11.25° HORIZONTAL BEND45° HORIZONTAL BEND22.5° HORIZONTAL BENDEX WEX WEX WEX WEX WEX W8" x 8" TEE1" WS1" WS1" WS1" WS1" WS1" WS1" WS1" WSMAINTAIN POSITIVE SLOPEEX 8" SS, IE 142.92±8" W DI1" AIR VAC ASSEMBLYMAINTAIN POSITIVE SLOPE TRENCH DAM, TYP PER DETAIL 1/G-13 3'-0"MINDEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTH APPROX 310 LF - 8" RJ DI W WITH POLYWRAP 18+00 19+00 20+00 NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE AND SETTER WITH NEW PRV IN SEPARATE METER BOX, PER DETAIL 1, DWG W-19 TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE WITH NEW PRV IN SEPARATE METER BOX (TYP) AND SETTER PER DETAIL 1, DWG W-20 TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING SURVEY MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING SURVEY MONUMENT IS DISTURBED. OWNER TO REPLACE. CONTRACTOR TO FURNISH MATERIALS. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 W-11W-10W-1W-2W -3W-4W-5W-6W-7W -8 W-9W-12 W-13W -14 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 SD-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE M ATCHLINE STA - SEE DW G 34+00W -7DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-6-9.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 GRANDEY WAY NE WATER MAIN PLAN AND PROFILE STA 29+80 TO 34+00 W-6 30 85 M. McCrosky A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 34+00 W-7 KEY MAP SCALE: 1" = 400'-0" EX GRADE AT C/L RIGHT OF WAY 3A 4 3B5+006+0030+00 3 1 +0 0 3 2 +0 0 33+00 3 4 + 0 0 7 7 6 3 G R A N D E Y W A Y N EBRONSON WAY NEW IN D S O R W A Y N E TYPE B 7TYPE A TYPE C TYPE C7 TYPE C 7 TYPE C 7 TYPE B 7TYPE A7 TYPE B7 TYPE C 7 1 1 FOR CONTINUATION, SEE W-1 2 1 STA 32+16, OFFSET 0.0' 10 STA 32+46.4, OFFSET 7.16', LT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK STA 32+80, OFFSET 5.92' LT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK STA 32+91.6, OFFSET 4.27', RT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK STA 33+80.5, OFFSET 5.95, RT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK 12 5 LF - 8" DI STA 30+13.4 OFFSET 4.87' LT 2 3 7 L F - 8 " D I CONTRACTOR TO REMOVE AND WASTEHAUL EX WATER MAIN AS REQUIRED FOR INSTALLATION OF STORM LINE, CAP/PLUG OPEN ENDS PER SP 7-09.3(26) 18 LF 8" DI 17 LF - 8" DI 15 LF - 8" DI 85 LF - 8" DI FOR CONTINUATION, SEE W-14 SEE DWG W-2 FOR STATION AND FITTING LABELS ALONG BRONSON WAY NE STA 33+08.4, OFFSET 4.20' LT 1 - 8" SOLID SLEEVE, RJ x RJ DEFLECT PIPE MAX 9" PER 18' OF HORIZONTAL LENGTH FOR RESTORATION, SEE R-SHEETS, TYP STA 32+63.5, OFFSET 6.02', LT 1 - 8" x 6" TEE, FL x FL W/ THRUST BLOCK 1 - 8" GATE VALVE, FL x RJ 1 - 8" ADAPTER, FL x RJ 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY - 24.79' RTSEGMENT 1S E G M E N T 3 S E G M E N T 2 190 185 180 175 170 165 160 190 185 180 175 170 165 160 SEE DWG W-2 FOR TEE EX GRADE AT C/L RIGHT OF WAY EX WEX WEX W1" WS1" WS1" WS8" x 8" TEEMAINTAIN POSITIVE SLOPEPOLYPIGGINGSTATION TRENCH DAM, PER DETAIL 1/G-13, TYP8" SOLID SLEEVEEX GASAPPROX 147 LF - 8" RJ DI W WITH POLYWRAP 170 165 160 155 150 145 140 170 165 160 155 150 145 140 EX GRADE AT C/L RIGHT OF WAY EX GASEX GASEX W11.25° HORIZONTAL BEND45° HORIZONTAL BEND22.5° HORIZONTAL BENDFIRE HYDRANT ASSEMBLY1" WS1" WS1" WSMAINTAIN POSITIVE SLOPE EX 8" SS, IE 145.68±3'MIN8" W DI 1" WSAPPROX 155 LF - 8" RJ DI W WITH POLYWRAP 150 145 140 135 130 125 120 150 145 140 135 130 125 120 EX GRADE AT C/L RIGHT OF WAY EX 1" GASEX W22.5° HORIZONTAL BEND1" WS1" WS1" WSMAINTAIN POSITIVE SLOPEEX 8" SS, IE 137.48±12"MIN12" SD, IE 144.268" W, IE 143.09 PROVIDE 6" MIN CLR W/ ETHAFOAM PAD APPROX 96 LF - 8" RJ DI W WITH POLYWRAP 30+00 31+00 32+00 33+00 34+ NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E BR O NSO NVUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R N E 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE MATCHLINE STA - SEE DWG 38+50W-8DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-6-9.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 GRANDEY WAY NE WATER MAIN PLAN AND PROFILE STA 34+00 TO 38+50 W-7 31 85 M. McCrosky A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 38+50 W-8 M A T C H LIN E S T A - S E E D W G 34+00 W -6 MATCHLINE STA - SEE DWG 34+00 W-6 KEY MAP SCALE: 1" = 400'-0" STA 35+35.5, OFFSET 6.61', RT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK EX GRADE AT C/L RIGHT OF WAY+00 35+00 36+00 37+00 38+00 140 135 130 125 120 115 110 140 135 130 125 120 115 EX GRADE AT C/L RIGHT OF WAYEX WEX SD, IE 118.24EX WEX WEX W22.5° HORIZONTAL BEND22.5° HORIZONTAL BEND22.5° HORIZONTAL BEND (ROTATED)22.5° HORIZONTAL BEND45° HORIZONTAL BENDFIRE HYDRANT ASSEMBLY12" SD, IE 119.271" WS1" WS1" WS1" WS12" MINEX 8" SS, IE 121.44±EX 8" SS, IE 119.24±EX 8" SS, IE 115.68EX 8" SS, IE 114.22±MAINTAIN POSITIVE SLOPE MAINTAIN POSITIVE SLOPE 12" MIN 12" SD, IE 118.878" W, IE 117.10± PROVIDE 6" MIN CLR W/ ETHAFOAM PAD 8" W DI INSTALL 6" DI FOR FH ASSEMBLY W/ 12" MIN CLR BELOW EX 6" W TRENCH DAM, PER DETAIL 1/G-13, TYP DEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTH EX 6" WATER, ESTIMATEDEX 8" SS, IE 121.35±APPROX 445 LF - 8" RJ DI W WITH POLYWRAP22.5° VERTICAL BEND22.5° VERTICAL BEND (ROTATED)3'MIN8" W, IE 117.07± PROVIDE 6" MIN CLR W/ ETHAFOAM PAD EX 8" SS, ESTIMATED34+003 5 +0 0 36+00 37+00 3 8 + 0 0 7 10 3 5 6 G R A N D E Y W A Y N E TYPE C 1 TYPE C 7 TYPE C7 TYPE C7 TYPE B 7 STA 36+31.0, OFFSET 5.28', RT 1 - 8" 22.5° BEND, RJ x RJ ROTATE AS REQUIRED W/ VERTICAL THRUST BLOCK STA 34+61.2, OFFSET 3.84', RT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK STA 34+90.7, OFFSET 0.30' RT 2 STA 37+67.4, OFFSET 0.37' RT 10 STA 36+60.6, OFFSET 9.58', RT 1 - 8"x6" TEE, FL x FL W/ THRUST BLOCK 1 - 8" GATE VALVE, FL x RJ 1- 8" ADAPTER, FL X RJ 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY - 23.91' LT STA 37+7.45, OFFSET 9.03', RT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK 1 77 LF - 8" DI7 7 L F - 8 " D I6 2 L F - 8 " D I 29 LF 8" DI 430 L F - 8" DI 45 LF - 8" DI 3 0 L F - 8" DI 12" SD, IE 117.69 6" W, IE 116.69 PROVIDE 6" MIN CLR W/ ETHAFOAM PAD, DEFLECT PIPE MAX 9" PER 18" OF HORIZ LENGTH FOR RESTORATION, SEE R-SHEETS, TYP STA 37+33.5, OFFSET 6.01, LT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK EX WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED EX WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED 23 LF - 8" DI 8 LF- 8" DI 8'-6 1/4"S E G M E N T 2 1 - 8" 22.5° VERTICAL BEND, RJ x RJ, W/ VERTICAL THRUST BLOCK STA 35+60.08, OFFSET 9.82' RT 1 - 8" 22.5° VERTICAL BEND, RJ x RJ, W/ VERTICAL THRUST BLOCK STA 36+22.73, OFFSET 6.88' RT NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 W-11W-10W-1W-2W -3W-4W-5W-6W-7W -8 W-9W-12 W-13W -14 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 SD-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-6-9.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 GRANDEY WAY NE WATER MAIN PLAN AND PROFILE STA 38+50 TO 42+50 W-8 32 85 M. McCrosky A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 42+50 W-9MATCHLINE STA - SEE DWG 38+50 W-7MATCHLINE STA - SEE DWG 42+50W-9MATCHLINE STA - SEE DWG 38+50W-7KEY MAP SCALE: 1" = 400'-0" EX GRADE AT C/L RIGHT OF WAY 39+00 40+00 41+00 4 2 +0 0 3 GRANDEY WAY NE TYPE C 7 TYPE C 7 TYPE C 7 TYPE C 7 TYPE B7 TYPE B7 TYPE C 7 TYPE B 7 2 STA 40+16.0, OFFSET 0.14' RT 10 STA 41+62.9, OFFSET 3.16', LT 1 - 8" x 6" TEE, FL x FL W/ THRUST BLOCK 1 - 8" GATE VALVE, FL x RJ 1 - 8" ADAPTER, FL x RJ 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY - 26.14' RT STA 41+76.5, OFFSET 2.17', RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK DEFLECT PIPE MAXIMUM 9" PER 18' OF HORIZONTAL LENGTH 14 LF 8" DI FOR RESTORATION, SEE R-SHEETS, TYP EX WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED EX WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED 8'-6 1/4"S E G M E N T 2 39+00 40+00 41+00 42+00 140 135 130 125 120 115 140 135 130 125 120 115 EX GRADE AT C/L RIGHT OF WAYEX WEX WEX WEX W11.25° HORIZONTAL BEND1" WS1" WS1" WS1" WS1" WS1" WS1" WS1" WS12" SD, IE 122.0212" SD, IE 125.5612" MIN FIRE HYDRANTASSEMBLYMAINTAIN POSITIVE SLOPE 3'MIN8" W DI 6" W, IE 127.12 DEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTH APPROX 400 LF - 8" DI W WITH POLYWRAP NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 S D-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E BR O NSO NVUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R N E 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-6-9.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 GRANDEY WAY NE WATER MAIN PLAN AND PROFILE STA 42+50 TO 47+00 W-9 33 85 M. McCrosky A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 42+50W-8MATCHLINE STA - SEE DWG 42+50 W-8 KEY MAP SCALE: 1" = 400'-0" EX GRADE AT C/L RIGHT OF WAY S E G M E N T 2 SEGMENT 15 19+0020+0043+00 44+00 45+00 4 6 +0 0 4 7 +0 03 6 6 1 G R A N D E Y W A Y N E BRONSON WAY NETYPE C7 TYPE A7 TYPE A7 TYPE B7 TYPE B7 TYPE C7 TYPE B 7 1 2 STA 43+45.5, OFFSET 5.33', LT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK DEFLECT PIPE MAXIMUM 9" PER 18' OF HORIZONTAL LENGTH FOR CONTINUATION, SEE DWG W-5 STA 46+84.3, OFFSET 0.61' RT STA 46+85.4, OFFSET 0.32', RT 10 10 STA 46+21.0, OFFSET 8.21' LT 1 - 8" x 6" TEE, RJ x FL W/ THRUST BLOCK 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY - 25.90' LT FOR CONTINUATION, SEE DWG W-5 5 167 LF - 8" DI 272 LF - 8" DI 6 LF - 8" DI 6 LF - 8" DI STA 46+74.3, OFFSET 6.66' LT 1 - 8" SOLID SLEEVE, RJ x RJ 12 STA 46+68.3 OFFSET 7.25' LT 4 7 L F - 8 " DI FOR RESTORATION, SEE R-SHEETS, TYP SEE DWG W-5 FOR FITTINGS CALLOUT ON BRONSON WAY NE 140 135 130 125 120 115 140 135 130 125 120 115 SEE DWG W-5 FOR TEE IE EX GRADE AT C/L RIGHT OF WAYEX WEX WEX WEX WEX 6" W11.25° HORIZONTAL BEND1" WS1" WS1" WS1" WS1" WS1" WS1" WSEX 18" SD, IE 125.1018" SD, IE 124.75FIRE HYDRANTASSEMBLY8" x 8" TEEMAINTAIN POSITIVE SLOPE EX 4" W DEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTH INSTALL 6" DI FOR FH ASSEMBLY W/ 12" MIN CLR BELOW EX 4" W 8" W, IE 127.61 PROVIDE 6" MIN CLR W/ ETHAFOAM PAD3'MIN8" W DI POLYPIGGING STATION8" SOLID SLEEVEEX 8" SS, ESTIMATEDDEFLECT PIPE MAX 9" PER 18 OF HORIZ LENGTH PROVIDE 6" MIN CLR W/ ETHAFOAM PAD APPROX 424 LF - 8" DI W WITH POLYWRAP NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 43+00 44+00 45+00 46+00 47+00 W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 S D-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E BR O NSO NVUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R N E 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-10-11.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 BRONSON PL NE WATER MAIN PLAN AND PROFILE STA 50+00 TO 54+00 W- 10 34 85 M. McCrosky A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 54+00 W-11MATCHLI NE STA - SEE DWG 5 4 +0 0 W- 1 1 KEY MAP SCALE: 1" = 400'-0" FOR CONTINUATION, SEE DWG W-4 EX GRADE AT C/L RIGHT OF WAY 175 180 170 165 185 190 195 175 180 170 165 185 190 195 12" SD, IE 181.8612" SD, IE 177.151" WS1" WSEX MH06318" W, IE 183.36 PROVIDE 6" MIN CLR W/ ETHAFOAM PAD 8" W, IE 178.92 PROVIDE 6" MIN CLR W/ ETHAFOAM PADEX WEX SD, ESTIMATEDEX SD, ESTIMATED1" WSAPPROX 100 LF - 8" DI W WITH POLYWRAPEX 6" SS1 5 +0 0 16+0050+00 51+00 52+00 5 3 +0 0 5 4 +0 0 6 BRONSON PLACE NE B R O N S O N W A Y N E CUT IN AND INSTALL: SSMH, TYPE 1 - 48" STANDARD PLAN 400.1 STA 52+11.0, OFFSET 1.22 LT TYPE C7 TYPE C7 TYPE C7 TYPE A7 TYPE A 7 TYPE B 7 TYPE C 7 1 TYPE A 7 TYPE A7 FOR CONTINUATION, SEE W-4 STA 50+90.0, OFFSET 0.32' RT 10 STA 51+56.4, OFFSET 3.98' LT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK STA 51+43.8, OFFSET 8.36' RT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK STA 51+89.2, OFFSET 4.54' LT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK STA 52+7.8, OFFSET 11.52' RT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK STA 54+59.2, OFFSET 29.4' RT1 - 8" 22.5° BEND, RJ x RJSTA 54+68.3, OFFSET 43.1 RTSTA 50+8.2, OFFSET 0.36' RT 10 2 1 DEFLECT PIPE MAXIMUM 9" PER 18' OF HORIZONTAL LENGTH SEE DWG W-4 FOR FITTING CALLOUTS 35 LF - 8" DI 5 LF 8" DI STA 50+33.23, OFFSET 14.62' LT 1 - 8" SOLID SLEEVE, RJ x RJ STA 50+36.9, OFFSET 11.26' LT12 85 LF - 8" DI 1 8 L F 8 " D I32 LF - 8" DI 6" SS SDR-35 PVC ±25 LF MATCH EX SLOPE 6" SS SDR-35 PVC ±12 LF MATCH EX SLOPE 6" SS SDR-35 PVC ±22 LF MATCH EX SLOPE 2 6 4 L F - 8 " D I 25 LF 8" DI STA 50+62.6, OFFSET 12.01' RT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK FOR RESTORATION, SEE R-SHEETS, TYP EX WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED CAP/PLUG OPEN ENDS OF EXISTING WATER PER 7-09.3(26)SEGMENT 4SEGM ENT 150+00 51+00 52+00 53+ 175 170 165 160 155 150 145 175 170 165 160 155 150 145 SEE DWG W-4 FOR TEE IE 12" SD, IE 158.5412" SD, IE 157.5145° HORIZONTAL BEND45° HORIZONTAL BEND45° HORIZONTAL BEND45° HORIZONTAL BENDEX GASEX GASEX W8" x 8" TEE1" WS1" WS1" WS1" WS1" WS12"MIN12"MINM A I N T A I N P O S I T I V E S L O P E EX 8" SS, 157.85±EX 8" SS, IE 161.33±12"MINPOLYPIGGING STATION45° HORIZONTAL BENDDEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTH 8" W DI 3'MINEX MH0630EX 6" SS EX 6" SSSSMH TYPE 1 - 48"RIM EL 169.13IE 162.81± - 6" PVC OUT (SW)IE 162.91± - 6" PVC IN (SE)IE 162.91± - 6" PVC IN (NE)8" COUPLING8" COUPLINGTRENCH DAM, TYP PER DETAIL 1/G-138" SOLID SLEEVEAPPROX 300 LF - 8" DI W WITH POLYWRAP CONTRACTOR TO CONFIRM PIPE SIZE AND MATERIAL PRIOR TO STARTING SEWER WORK +00 54+ NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 W-11W-10W-1W-2W -3W-4W-5W-6W-7W -8 W-9W-12 W-13W -14 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 SD-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-10-11.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 BRONSON PL NE WATER MAIN PLAN AND PROFILE STA 54+00 TO 57+50 W- 11 35 85 M. McCrosky A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 54+00 W-10MATCHLINE STA - SEE DWG 54+00W-10KEY MAP SCALE: 1" = 400'-0" EX GRADE AT C/L RIGHT OF WAY 190 195 200 205 210 215 220 225 190 195 200 205 210 215 220 225 IE 205.36± PROVIDE 12" MIN CLR BELOW EX 2" AND 4" WATEREX WEX GASEX WEX GAS22.5° HORIZONTAL BEND, ROTATED11.25° HORIZONTAL BENDEX 2" GAS, IE 211.03EX 1" T, IE 211.83FIRE HYDRANT ASSEMBLY22.5° HORIZONTALBEND8" x 8" TEE12" SD, IE 211.2412" x 8" TEE,CONNECT TOEX 12" CI1" WS1" WS (2)1" WS1" WS1" WSEX 6" SD, IE 209.09EX 8" SS, IE 202.94TEE IE 210.86 (CONTRACTOR TO CONFIRM)12"MINMAINTAIN POSITIVE SLOPE TO STA 56+00 GRADE AT PIPE CENTERLINE POLYPIGGINGSTATION1" AIR VAC ASSEMBLY8" W DI12" SD, IE 207.023'MIN6" IE 209.33±DEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTH EX 2" W TRENCH DAM, TYP PER DETAIL 1/G-138" SOLID SLEEVEPOLYPIGGING STATION6" SD, IE 207.338" W, IE 209.18 PROVIDE 6" MIN CLR W/ ETHAFOAM PAD 8" W, IE 209.49 APPROX 228 LF - 8" DI W WITH POLYWRAP 54+00 55+00 5 6 +0 0 5 7 + 0 0 90+00 90+75 67 5 4 B R O N S O N P L A C E N E TYPE C TYPE C7 TYPE A7 1 1 1 1 1 STA 55+8.2, OFFSET 14.3' RT 1 - 8" x 6" TEE, RJ x FL W/ THRUST BLOCK 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY - 40.54' RT STA 55+28.6, OFFSET 3.30' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCKSTA 54+59.2, OFFSET 29.4' RT 1 - 8" 22.5° BEND, RJ x RJ ROTATE AS REQUIRED W/ VERTICAL THRUST BLOCK 6 STA 54+68.3, OFFSET 43.1 RT 1 - 8" x 8" TEE, FL x FL W/ THRUST BLOCK 3 - 8" GATE VALVE, FL x RJ FOR CONTINUATION, SEE DWG W-12 STA 56+33.4, OFFSET 0.58' LT 10 STA 57+5.9, OFFSET 0.86' LT 10 2 1 2 4 L F - 8 " D I4 2 L F - 8 " D I1 3 1 L F - 8 " D I 1 - 1" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER COR STD PLAN 340.3 STA 55+99.7, OFFSET 7.59' LT STA 57+95.1, OFFSET 12.26' RT 11 WINDSORPLACE NE12 STA 54+75.49 OFFSET 37.25' RT26 LF8" DI STA 54+71.9, OFFSET 40.21' RT 1 - 8" SOLID SLEEVE, RJ x RJ 1 5 LF 8" DI 18 LF - 8" DI STA 57+95.1, OFFSET 12.26' RT11 7 5 LF - 12" DI 5 LF - 12" DI FOR RESTORATION, SEE R-SHEETS, TYP SEE DET 3/W-22 FOR STA/OFFSET 12 SE G M ENT 4 S E G M E N T 5 STA 56+56.4, OFFSET 10.59' LT 1- 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK CONNECT TO EX 12" CI AND CUT IN: 1 - 12" x 8" TEE, FLXFL W/ THRUST BLOCK 2 - 12" GATE VALVES, FL x RJ 1 - 8" GATE VALVE, FL x FL 2 -12" SOLID SLEEVE, RJ x RJ 2 - 12" DI SPOOL SEE DETAIL 3/W-22 FOR CONNECTION DETAIL AND ADDITIONAL FITTING CALLOUTS TYPE A7 +00 55+00 56+00 57+00 NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 W-11W-10W-1W-2W -3W-4W-5W-6W-7W -8 W-9W-12 W-13W -14 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 SD-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE M A T C H L I N E S T A - S E E D W G 8 3 +2 5 W -1 3 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-12-13.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 WINDSOR PL NE WATER MAIN PLAN AND PROFILE STA 79+80 TO 83+25 W-12 36 85 M. McCrosky, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 83+25 W-13 KEY MAP SCALE: 1" = 400'-0" EX GRADE AT C/L RIGHT OF WAY80+00 81+00 82+00 83+00 8 79+80 80+00 81+00 82+00 83+0090+0090+756 3 1 WINDSOR PLACE NE BRONSON PLACE NE7TYPE C 7TYPE C FOR CONTINUATION, SEE DWG W-10 1 1 FOR CONTINUATION, SEE DWG W-11 7 TYPE C 7 TYPE C 7TYPE C 7TYPE C 7TYPE C 7TYPE C 7TYPE A 1 10 STA 81+01.3, OFFSET 0.33' RT 6 STA 80+66.9, OFFSET 7.01' RT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK SEE DWG W-11 FOR FITTING CALLOUTS 10 STA 81+73.7, OFFSET 0.28' RT STA 82+39.6, OFFSET 21.6' LT 10 STA 82+59.7, OFFSET 30.91' LT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK 11 STA 83+05.6, OFFSET 0.17' RT 10 STA 82+74.3, OFFSET 49.8' LT STA 82+86.9, OFFSET 33.43' LT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK STA 83+18.9, OFFSET 13.8' LT 1 - 8" x 6" TEE, RJ x FL W/ THRUST BLOCK 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY - 14.2' LT 10 STA 80+12.5, OFFSET 0.0' RT 226 LF 8" D I206 LF - 8" DI 1 - 1" AIR AND VACUUM RELEASE VALVE ASSEMBLY PER COR STD PLAN 340.3 STA 83+05 OFFSET 54.09' LT COORDINATE WITH CITY STAFF FOR LOCATION OF ASSEMBLY PRIOR TO CONSTRUCTION 35 LF - 8" DI 41 LF - 8" DIFOR RESTORATION, SEE R-SHEETS, TYP SEGMENT 4SEGMENT 5225 220 215 210 205 200 225 220 215 210 205 200 SEE DWG W-11 FOR TEE IEEX GASEX WEX GAS45° HORIZONTAL BEND8" x 8" TEE1" WSEX GRADE AT C/L RIGHT OF WAY MAINTAIN POSITIVE SLOPE EX GRADE PIPE C/L TRENCH DAM, TYP PER DETAIL 1/G-13 225 230 220 235 240 245 225 230 220 235 240 245 EX WEX WEX WEX W12" SD, IE 238.61EX GAS45° HORIZONTAL BENDFIRE HYDRANT ASSY45° HORIZONTALBENDEX GAS1" WS1" WS1" WS1" WS1" WS1" WSEX GRADE AT C/L RIGHT OF WAY MAINTAIN POSITIVE SLOPE STA 82+84 1" WS1" AIR VAC ASSY8" W, IE 240.37 PROVIDE 6" MIN CLR W/ ETHAFOAM PAD DEFLECT PIPE MAXIMUM 9" PER 18' OF HORIZONTAL LENGTH EX GRADE AT PIPE C/L 3'MIN8" W DI 1" WSAPPROX 320 LF - 8" RJ DI W WITH POLYWRAP NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 W-11W-10W-1W-2W -3W-4W-5W-6W-7W -8 W-9W-12 W-13W -14 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 SD-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE MATCHLI NE STA - SEE DWG 83+25W-12DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-12-13.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 WINDSOR PL NE WATER MAIN PLAN AND PROFILE STA 83+25 TO 88+00 W-13 37 85 M. McCrosky, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 KEY MAP SCALE: 1" = 400'-0"MATCHLINE STA - SEE DWG 83+25 W-12 EX GRADE AT C/L RIGHT OF WAY 8 4 +0 0 85+00 86+00 87+00 8 8 +0 088+01 WINDSOR PLACE NE WINDSOR WAY NE4 67TYPE B 7 TYPE C 7 TYPE C 7TYPE C 7 TYPE C 7 TYPE C 7 TYPE C 7TYPE C 1 1111 7 TYPE C STA 87+31.4, OFFSET 8.68' RT 1 - 8" x 8" TEE, FL x FL W/ THRUST BLOCK 2 - 8" GATE VALVE, FL x RJ 7TYPE C STA 83+36.9, OFFSET 4.06' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK STA 84+21.0, OFFSET 4.78' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK STA 84+04.9, OFFSET 9.04' LT 10 STA 84+91.8, OFFSET 0.07' LT 10 STA 87+33.7, OFFSET 9.07' RT 1 - 8" x 6" TEE, FL x FL W/ THRUST BLOCK 1 - 8" GATE VALVE, FL x FL 1- 8" ADAPTER, FL x RJ 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY - 25.12' LT FOR CONTINUATION, SEE DWG W-16 2 FOR CONTINUATION, SEE DWG W-17 STA 87+26.6, OFFSET 2.39' RT 10 7 TYPE C STA 86+95.8, OFFSET 0.29' LT 10 5 48 LF - 8" DI 4 8 L F - 8 " D I 310 LF - 8" DI 5 LF - 8" DI 5 LF - 8" DI STA 87+29.7, OFFSET 18.51' RT12 STA 87+30.5, OFFSET 13.59' RT 1 - 8" SOLID SLEEVE, RJ x RJ FOR RESTORATION, SEE R-SHEETS, TYP SEGMENT 4 SEGMENT 3225 230 220 215 235 240 210 SEE DWG W-16 FOR TEEEX WEX GASEX WEX GASEX WEX W12" SD, IE 213.3345° HORIZONTAL BEND1" WSEX WFIRE HYDRANT ASSEMBLY8" x 8" TEE1" WS1" WS1" WS1" WSEX GRADE AT C/L RIGHT OF WAY SEE DWG W-16 FOR PROFILE CONTINUATIONEX 8" SS12"MINEX 6" CI W DEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTH APPROX 180 LF - 8" RJ DI W WITH POLYWRAP 84+00 85+00 86+00 87+00 NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 W-11W-10W-1W-2W -3W-4W-5W-6W-7W -8 W-9W-12 W-13W -14 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 SD-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE225 230 220 235 240EX WEX GASEX GASEX WEX WEX GASEX W12" SD, IE 229.0711.25° HORIZONTAL BEND11.25° HORIZONTAL BEND1" WS1" WS1" WS1" WS1" WS1" WSEX GRADE AT C/L RIGHT OF WAY MAINTAIN POSITIVE SLOPE TO STA 82+94 8" W DI 3'MIN1" WSAPPROX 226 LF - 8" RJ DI W WITH POLYWRAP MATCHLINE STA - SEE DWG 64+50W-15DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-14-17.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 WINDSOR WAY NE STA 59+80 TO 64+50 W-14 38 85 M. McCrosky, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 KEY MAP SCALE: 1" = 400'-0" FOR CONTINUATION SEE DWG W-2 EX GRADE AT C/L RIGHT OF WAY MATCHLINE STA - SEE DWG 64+50 W-155+006+0059+50 60+00 61+00 62+00 63+00 64+00WINDSOR WAY NE 6 6 3BRONSON WAY NE1.5" COPPER 7TYPE B 7TYPE C TYPE B 7 TYPE C 8 1 1 1 1 1 TYPE C7 FOR CONTINUATION, SEE DWG W-2 STA 61+43.3, OFFSET 0.0' 11 STA 61+57.1, OFFSET 0.0'10 STA 62+52.7, OFFSET 0.0' 10 STA 62+89.2, OFFSET 2.02' LT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK STA 64+30.7, OFFSET 9.94 RT 1 - 8"x6" TEE, FLx FL W/ THRUST BLOCK 1 - 8" GATE VALVE, FL x RJ 1- 8" ADAPTER, FL X RJ 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY - 26.49' LT 2 STA 60+40.7, OFFSET 68.54' RT 1 - 8" 45° BEND, RJ x RJ W/ THRUST BLOCK STA 61+44.7, OFFSET 4.35' RT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK STA 63+28, OFFSET 9.1' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK DEFLECT PIPE MAXIMUM 9" PER 18' OF HORIZONTAL LENGTH 25 LF - 8" DI G R A NDEY W AY NE 1 5 6 L F - 8 " D I143 LF - 8" DI 40 LF - 8" DI 103 LF - 8" DI FOR CONTINUATION, SEE DWG W-6 STA 59+77.6, OFFSET 57.27' RT 1 - 8" SOLID SLEEVE, RJ x RJ STA 64+11.5, OFFSET 0.14' LT 10 12 FOR RESTORATION, SEE R-SHEETS, TYP TYPE C7 SEE W-2 FOR FITTINGS CALLOUT SEG MENT 2 SEGMENT 1S E G M E N T 3 SEG MENT 2 SEGMENT 15 LF - 8" DI STA 59+81.2, OFFSET 58.88' RT POLYPIGGING STATION NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 195 190 185 180 175 195 190 185 180 175 200 205 200 205 SEE DWG W-2 FOR TEE EX WEX GASEX WEX 4" WEX WEX GASEX 4" WEX SD, IE 191.2245° HORIZONTAL BEND22.5° HORIZONTAL BEND22.5° HORIZONTALBEND11.25° HORIZONTAL BENDFIRE HYDRANT ASSEMBLY1" WS1" WS1" WS1" WS1.5" WS12" SD, IE 190.96EX GRADE AT C/L RIGHT OF WAY 12" MINEX 8" SSEX 8" SS, IE 185.07±MAINTAIN POSITIVE SLOPE12" MINPOLYPIGGING STATION8" SOLID SLEEVE8" x 8" TEE3'MIN8" W DI DEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTH GRADE AT PIPE CENTERLINE EX W1" WSAPPROX 480 LF - 8" RJ DI W WITH POLYWRAP 60+00 61+00 62+00 63+00 64+00 W-11W-10W-1W-2W -3W-4W-5W-6W-7W -8 W-9W-12 W-13W -14 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 SD-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE MATCHLINE STA - SEE DWG 69+50W-16DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-14-17.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 WINDSOR WAY NE STA 64+50 TO 69+50 W-15 39 85 M. McCrosky, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 69+50 W-16MATCHLINE STA - SEE DWG 64+50W-14KEY MAP SCALE: 1" = 400'-0" EX GRADE AT C/L RIGHT OF WAYMATCHLINE STA - SEE DWG 64+50 W-14 9 65+00 66+00 67+00 6 8 +0 0 6 9 +0 0 WINDSOR WAY NE 6 5 2" COPPER 7 TYPE A 7TYPE C 7 TYPE C 7 TYPE A 7 TYPE C 7 TYPE C 7 TYPE A 7 TYPE A 7TYPE C 7 TYPE A 7 TYPE C 7TYPE A 7TYPE B 7 TYPE C 7TYPE A 1 1 3 2 STA 69+14.5, OFFSET 0.16' RT 10 10 9 1 DEFLECT PIPE MAXIMUM 9" PER 18' OF HORIZONTAL LENGTH STA 69+00, OFFSET 0.18' RT STA 66+56.9, OFFSET 11.69' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK 230 LF - 8" DI 19 LF 8" DI 308 LF - 8 " DI FOR RESTORATION, SEE R-SHEETS, TYP STA 66+75.7, OFFSET 10.2' RT 1 - 8" x 6" TEE, FL x FL W/ THRUST BLOCK 2 - 8" GATE VALVE, FL x RJ 1 - 8" ADAPTER, FL x RJ 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY - 27.10' LT EX WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED SEGMENT 3 195 190 185 180 175 170 165 195 190 185 180 175 170 165 EX WEX 15" SD, IE 172.87EX W12" SD, IE 173.861" WS2" WS1" WS1" WS1" WS1" WSEX GRADE AT C/L RIGHT OF WAY 12"MIN3'MINEX 8" SD, IE 176.598" W IE 175.37 PROVIDE 6" MIN CLR W/ ETHAFOAM PAD 65+00 66+00 67+00 68+00 69+00 195 190 185 180 175 170 200 195 190 185 180 175 170 200 EX WEX WEX GASEX W11.25° HORIZONTAL BEND1" WS1" WS1" WS1" WSEX GRADE AT C/L RIGHT OF WAYFIRE HYDRANT ASSEMBLY3'MINEX 4" W INSTALL 6" DI FOR FH ASSEMBLY W/ 12" MIN CLR BELOW EX 4" W DEFLECT PIPE MAXIMUM 9" PER 18' OF HORIZONTAL LENGTH APPROX 495 LF - 8" RJ DI W WITH POLYWRAP 195 190 185 180 175 200 205 195 190 185 180 175 200 205 EX GASEX WEX W1" WS1" WS1" WS1" WSEX GRADE AT C/L RIGHT OF WAYEX 8" SSEX 6" SS12"MIN8" W DI W-11W-10W-1W-2W -3W-4W-5W-6W-7W -8 W-9W-12 W-13W -14 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 SD-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NENOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-14-17.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 WINDSOR WAY NE STA 69+50 TO 73+50 W-16 40 85 M. McCrosky, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 69+50 W-15MAT CHL I NE S T A - S E E DWG 6 9 + 5 0 W- 1 5 M A T C H L IN E S T A - S E E D W G 7 3 +5 0 W -1 7 KEY MAP SCALE: 1" = 400'-0"MATCHLINE STA - SEE DWG 73+50 W-17 EX GRADE AT C/L RIGHT OF WAY 10 87+007 0 +0 0 7 1+00 72+00 7 3 + 0 0 WINDSOR WAY NE WINDSOR PLACE NE6 SEE DWG W-13 FOR CALLOUTS 7 TYPE A 7 TYPE A 7 TYPE A 7 TYPE A 7TYPE A 7TYPE A 7 TYPE B 7 TYPE C 7 TYPE B 7TYPE A 11 1 STA 69+86.1, OFFSET 5.87' RT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK STA 70+79.6, OFFSET 7.78' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK STA 71+53.6, OFFSET 4.82' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK STA 73+16.7, OFFSET 5.25' RT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK STA 72+98, OFFSET 28.5' LT 10 STA 72+12.8, OFFSET 0.22' LT 11 STA 73+22.4, OFFSET 7.38' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK 2 DEFLECT PIPE MAXIMUM 9" PER 18' OF HORIZONTAL LENGTH 9 1 L F - 8 " D I 7 2 L F - 8 " D I 149 LF - 8" DI 31 LF - 8" DI6 LF - 8" DI FOR CONTINUATION SEE DWG W-13 EX WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED S E G M E N T 3 SEGMENT 4195 190 185 180 175 195 190 185 180 175 200 200 205 205 EX WEX GASEX W22.5° HORIZONTAL BEND11.25° HORIZONTAL BEND1" WS1" WS1" WSEX GRADE AT C/L RIGHT OF WAY MAINTAIN POSITIVE SLOPE3'MIN8" W DI DEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTH APPROX 150 LF - 8" RJ DI W WITH POLYWRAP 195 200 190 185 205 210 215 195 200 190 185 205 210 215 EX WEX GAS, IE 202.82EX W11.25° HORIZONTAL BEND12" SD, IE 192.0312" SD, IE 202.411" WS1" WS1" WSEX GRADE AT C/L RIGHT OF WAY TRENCH DAM, TYP, PER DETAIL 1/G-13 APPROX 150 LF - 8" RJ DI W WITH POLYWRAP 8" W IE 201.24 PROVIDE 6" MIN CLR W/ ETHAFOAM PAD 8" W IE 190.86 PROVIDE 6" MIN CLR W/ ETHAFOAM PAD 205 210 215 220 225 230 235 205 210 215 220 225 230 235 IE 218.19±EX W22.5° HORIZONTAL BEND12" SD, IE 213.21FIRE HYDRANT ASSEMBLY8" x 8" TEE1" WS11.25° HORIZONTAL BENDEX 6" SS, IE 204.24±POLYPIGGING STATION8" SOLID SLEEVEINSTALL 6" DI FOR FH ASSEMBLY W/ 1' CLR BELOW EX 6" W APPROX 100 LF - 8" RJ DI W WITH POLYWRAP 73+0070+00 71+00 72+00 W-11W-10W-1W-2W -3W-4W-5W-6W-7W -8 W-9W-12 W-13W -14 W -1 5 W-16 W-17W-18SD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13SD -1 4 S D -1 5 SD-16 SD-17SD-18W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NENOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-14-17.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 WINDSOR WAY NE STA 73+50 TO 75+76 W-17 41 85 M. McCrosky, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 73+50 W-16MATCHLINE STA - SEE DWG 73+50W-16KEY MAP SCALE: 1" = 400'-0" STA 74+07.91, OFFSET 6.34' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK EX GRADE AT C/L RIGHT OF WAY 16A 16B 7 5 +7 6 74+00 7 5 +0 0 WINDSOR PLACE NE 6 STA 75+50.61, OFFSET 10.45' RT CONNECT TO EXISTING 16" DI W/ 1 - 16" x 8" TAPPING TEE AND VALVE, FL x RJ W/ THRUST BLOCK SEE DETAIL 4/W-22 FOR CONNECTION DETAIL 5 INSTALL 1 - 6" CAP, MJ ON EX 6" CI REMOVE EX 6" GATE VALVE AND INSTALL BLIND FLANGE ON EX TEE 3 17TYPE C 7 TYPE C 7 TYPE C EDMONDS AVE NESTA 74+44.54, OFFSET 6.35' RT 1 - 8" 11.25° BEND, RJ x RJ W/ THRUST BLOCK STA 74+76.4, OFFSET 0.48' LT 10 STA 73+63, OFFSET 0.66' LT 10 STA 74+67.1, OFFSET 5.39' RT 1 - 8" x 6" TEE, RJ x FL W/ THRUST BLOCK 1 - 6" GATE VALVE, FL x RJ 1 - FIRE HYDRANT ASSEMBLY - 24.73' LT STA 75+27.6, OFFSET 12.02' RT 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK STA 75+56, OFFSET 0.52' LT 10 2 84 LF - 8" DI 37 LF - 8" DI 23 LF 8" DI 64 LF - 8" DI SEGMENT 4 230 235 240 245 250 255 260 235 240 245 250 255 260 EX WEX W22.5° HORIZONTAL BENDFIRE HYDRANT ASSEMBLY1" WS1" WSTEE IE 246.32± EX GRADE AT C/L RIGHT OF WAY POLYPIGGING STATION8" SOLLID SLEEVECONNECT TO EX 16" DIEX P, IE 246.6±INSTALL 6" DI FOR FH ASSEMBLY W/ 12" CLR BELOW EX 6" W EX 6" W TRENCH DAM, TYP, PER DETAIL 1/G-13 APPROX 100 LF - 8" RJ DI W WITH POLYWRAP 74+00 75+00 220 225 230 235 240 245 250 220 225 230 235 240 245 250 EX GAS11.25° HORIZONTAL BENDEX GRADE AT C/L RIGHT OF WAY EX W1" WS11.25° HORIZONTAL BEND3'MIN8" W DI DEFLECT PIPE MAX 9" PER 18' OF HORIZ LENGTH APPROX 99 LF - 8" RJ DI W WITH POLYWRAP W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NENOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-18.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 VUEMONT PL NE STA 700+00 TO 702+00 W- 18 M. McCrosky A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 STA 800+36, OFFSET 3.2' RT CONNECT TO EX 10" DI AND CUT-IN: 1- 10" x 8" TEE, FL x FL W/ THRUST BLOCK 1- 10" GATE VALVE, FL x RJ 1- 10" ADAPTER, FL x MJ 2- 10" SOLID SLEEVE, RJ x RJ 1- 8" GATE VALVE, FL x RJ 2- 10" SPOOL, LF AS REQUIRED 3 LF - 8" DI 1- 8" 45° BEND ROTATED VERTICAL, FL x RJ W/ THRUST BLOCK 7 LF - 8" DI 2 LF - 8" DI 1- 8" 45° BEND ROTATED VERTICAL, RJ x RJ W/ THRUST BLOCK CONNECT TO EX 8" DI 1- 8" SOLID SLEEVE, RJ x RJ 1- 8" x 6" TEE, RJ x FL W/ THRUST BLOCK 1- 8" MJ PLUG W/ THRUST BLOCK 1- 6" GATE VALVE, FL x RJ 11 LF 8" DI STA 701+62, OFFSET 4.95' RT CONNECT TO EXISTING 6" HYDRANT STUB W/: 1 - 8" x 6" TEE, RJ x FL W/ THRUST BLOCK 1 - 6" GATE VALVE, FL x RJ 1 - 6" SOLID SLEEVE, RJ x RJ 1- 6" DI SPOOL, LF AS REQUIRED STA 701+72, OFFSET 10.4' RT CONNECT TO EXIST 6" STEEL 1- 6" 90° BEND, RJ x RJ W/ THRUST BLOCK 2- 6" DI SPOOL, LF AS REQUIRED 1- 6" COUPLING, DI RJ x STEEL 1- 10" x 6" TEE, RJ x FL W/ THRUST BLOCK 1- 10" MJ PLUG W/ THRUST BLOCK 1- 6" GATE VALVE, FL x RJ STA 700+98, OFFSET 33.6' LT CONNECT TO EX 6" CI 1- 6" x 6" TEE, RJ x RJ W/ THRUST BLOCK 1- 6" DI SPOOL, LF AS REQUIRED 1- 6" COUPLING, DI RJ x CI 11 LF - 6" DI W KEY MAP SCALE: 1" = 400'-0" DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-18.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 42 85 AS SHOWN 27-04186MATCHLINE STA - SEE DWG 802+10W-11 -NTS DETAIL 2 -NTS DETAIL INSTALL 1 - 6" CAP, MJ, ON EX 6" CI INSTALL 1 - 6" CAP, MJ, ON EX STEEL SEE DETAIL 3/- NEW 8" DI W EX 6" DI EX HYDRANT 6" CAP EX 6" STEEL DEAD-MAN ANCHOR BLOCK PER STD PLAN 330.4 EX 8" DI EX 10" DI EX 6" STL (TO BE ABANDONED) EX 6" STL W TO BE ABANDONED IN PLACE EX 6" STL NEW 8" DI W NEW 10" DI W AFTER TESTING AND DISINFECTION OF NEW PIPES, REMOVE 2 EX 10" BLIND FLANGES AND EX CONCRETE BLOCKING AND CONNECT TO EX 10"x10" CROSS WITH: 2- 10" GATE VALVE, FLxRJ 2- 10" DI SPOOL, LF AS REQUIRED 1- 10"x8" REDUCER, RJxRJ 3 -NTS DETAIL DEAD-MAN ANCHOR BLOCK PER STD PLAN 330.4 BRONSON WAY NE VUEMONT PL NE17 18 6 STA 701+12, OFFSET 0.28' RT 1 1 1 2 6 1 11 INSTALL 1 - 8" CAP, MJ, ON EX 8" DI REMOVE EX GATE VALVE 47 LF - 10" DI STA 800+69, OFFSET 0.14' RT 10 STA 800+50, OFFSET 0.84' RT 10 2 SEE DETAIL 1/- SEE DETAIL 2/- 67 LF - 8" DI EX 14" FO IE 166.3± EX 2" GAS IE 175.9± NOTES: 1. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITIES PRIOR TO STARTING CONSTRUCTION. 2. SEE DWG G-4 FOR WATER GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 3. ALL WORK ON THE EXISTING WATER SYSTEM, INCLUDING CONNECTIONS TO EXISTING MAINS, REMOVAL OF EXISTING PIPES, PIPE CAPS, AND ABANDONMENT OF EXISTING PIPES, WATER SERVICES, OR OTHER SYSTEM COMPONENTS SHALL BE PERFORMED BY CITY FORCES WITH THE DIRECT SUPPORT OF THE CONTRACTOR. SEE DRAWING W-22 FOR NOTES REGARDING CONNECTIONS TO EXISTING WATER MAIN. CONSTRUCTION NOTES: CAUTION: POTENTIAL UTILITY CONFLICT. CONTRACTOR SHALL POTHOLE AND FIELD VERIFY EXACT LOCATION PRIOR TO STARTING WORK. ANY DISCREPANCIES FOUND IN THE FIELD FROM THOSE SHOWN HERE SHALL BE REPORTED TO THE OWNER PRIOR TO STARTING WORK. ABANDON EXISTING WATER MAIN IN PLACE. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.1. INSTALL FIRE HYDRANT ASSEMBLY PER COR STANDARD PLAN 310.2. REMOVE AND SALVAGE HYDRANT TO CITY SHOPS. CLOSE VALVE, REMOVE AND WASTEHAUL VALVE BOX, AND BACKFILL WITH CSTC. RESTORE SURFACE PER RESTORATION DWGS R-1 - R-12. CONTRACTOR TO INSTALL NEW METER BOX AND 1" SERVICE LINE PER DETAIL 1, DWG W-19. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 1-1/2" SERVICE LINE AND SETTER PER DETAIL 1, DWG W-20. TYPE AS NOTED ON THE PLANS. CONTRACTOR TO INSTALL NEW METER BOX AND 2" SERVICE LINE AND SETTER PER COR STANDARD PLAN 320.2. PROTECT EXISTING MONUMENT AND ADJUST MONUMENT CASE AFTER FINAL PAVING. NOTIFY ENGINEER WHEN EXISTING MONUMENT IS DISTURBED. OWNER TO REPLACE. INSTALL POLYPIG STATION PER COR STANDARD PLAN 300.7. SEE SUGGESTED POLYPIGGING PLAN, DWG W-23. 1 2 3 4 5 6 7 8 9 10 11 12 W-11W-10W-1W-2W -3 W-4W-5W-6W-7W -8 W-9W-12 W-13W -1 4 W -1 5 W -1 6 W -17 W-18BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NE DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-19.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 1" WATER SERVICE CONNECTION DETAILS FOR 5/8" x 3/4" AND 1" METERS W-19 M. McCrosky P. Simon R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 MATERIAL LIST ITEM CONFIGURATION TYPE METER SIZE 5/8" x 3/4" 1" APPROVED MODELS 1 REGULATOR ADAPTER A,B NOT USED C RA-X-NL or SCH 80 PVC NIPPLES, THREADED 2 TUBING 1" TYPE "K" SOFT COPPER TUBING 3 METER SETTER A, B, C 1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK VALVE ON OUTLET, FORD VBH74-15W-44-44-Q-NL , A.Y. MCDONALD 721-415WCQQ 44, OR MUELLER B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX. PROVIDE ADAPTERS FOR 5/8"x3/4" METERS, FORD A24-GT-117-NL OR APPROVED EQUAL 1" SETTER, QUICK JOINT INLET AND OUTLET, PADLOCK WINGS ON INLET ANGLE BALL VALVE, SINGLE CHECK VALVE ON OUTLET, FORD VBH74-15W-44-44-Q-NL , A.Y. MCDONALD 721-415WCQQ 44, OR MUELLER B-24701-6AN, INSTALL CENTERED AND SQUARED IN METER BOX 4 WATER METER A, B, C RE-INSTALL EXISTING AMI WATER METER WITH RADIO AND BATTERY UNIT 5 METER BOX A, B, C METER BOX, ARMORCAST A6001946PCX18 OR APPROVED ALTERNATE 6 METER BOX LID A, B, C METER BOX LID, ARMORCAST A6001969RCI-H7, TO READ "RENTON WATER" 7 METER BOX LID A, B, C METER BOX LID, ARMORCAST A6001969, STANDARD MARKING 8 PRESSURE REDUCING VALVE ASSEMBLY A, B 1" PRV ASSEMBLY WITH INTERNAL BYPASS AND STRAINER, ZURN WILKINS 600xl SERIES OR APPROVED EQUAL (FNPT) 1" PRV ASSEMBLY WITH INTERNAL BYPASS AND STRAINER, ZURN WILKINS 600xl SERIES OR APPROVED EQUAL (FNPT) C 3/4" PRV ASSEMBLY WITH INTERNAL BYPASS AND STRAINER, ZURN WILKINS 600xl SERIES OR APPROVED EQUAL (FNPT) 9 PIPE A, B 1" BRASS NIPPLE (MNPT), LENGTH TO FIT C NOT USED 10 SHUTOFF VALVE A, B 1" BRONZE BALL VALVE, ZURN, WILKINS 850XL SERIES OR APPROVED EQUAL C NOT USED 11 BEND A, B (FNPT) x PACK JOINT (FNPT) x PACK JOINT C NOT USED 12 BEND A, B, C 1" 90° BRASS BEND, FORD L-44-44-Q-NL OR EQUAL 1" 90° BRASS BEND, FORD L-44-44-Q-NL OR EQUAL (PACK JOINT X PACK JOINT) (PACK JOINT X PACK JOINT) 13 COUPLER A, B, C COUPLER (PACK JOINT x PACK JOINT), FORD C4#-4#-Q-NL, CONTRACTOR TO PROVIDE OUTLET COMPATIBLE WITH EXISTING SERVICE PIPE MATERIAL AND SIZE COUPLER (PACK JOINT x PACK JOINT), FORD C4#-4#-Q-NL, CONTRACTOR TO PROVIDE OUTLET COMPATIBLE WITH EXISTING SERVICE PIPE MATERIAL AND SIZE 14 GRAVEL A, B, C CSTC CSTC DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-19.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 43 85 AS SHOWN 27-04186 NOTES: 1. TYPES A & B: CONTRACTOR TO REMOVE AND WASTEHAUL EXISTING METER BOX AND SETTER ONCE CUSTOMER SIDE SERVICE IS TRANSFERRED TO NEW MAIN. 2. CONTRACTOR TO LEAVE EACH CUSTOMER SIDE SERVICE EXPOSED FOR CITY REPRESENTATIVE TO VISUALLY INSPECT AND DOCUMENT EXISTING SERVICE LINE MATERIAL. FOR 5/8" x 3/4" AND 1" METERS WITH NEW 3/4" OR 1" PRV 1 NTS DETAIL 12" MIN 9" TO 12" 24" TO 30" 3" MIN 6" SIDEWALK 3" MIN 12" MIN 9" TO 12" 24" TO 30" 3" MIN 6" 3" MIN 2" TO 6" TYPE B TYPE A 9" TO 12" SIDEWALK METER BOX PRV BOX EX SERVICE TO BUILDINGBACK OFSIDEWALK1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET, FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ PROPOSED MAIN LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METER SIDEWALK 6" TO 9"PROPERTY LINE CITY PIPING PRIVATE PIPING EX SERVICE LINE PROTECT EX CUSTOMER-SIDE SERVICE LINE INSTALL NEW PRV ASSEMBLY IN EXISTING METER BOX AT TIME OF TRANSFER OF SERVICE FROM OLD MAIN TO PROPOSED MAIN 6"TYPE C - PLAN214 3 4 6 5 12 11 1312 2 914 11 9 7 10 5 8 2 2 12 12 12 2 2 1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET, FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ PROPOSED MAIN PROPERTY LINE CITY PIPING PRIVATE PIPING BACK OFSIDEWALK3 14 4 6 5 2 8 7 12 9 11 14 9 10 12 13 5 11 2 1" BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD (CC) INLET, QUICK JOINT OUTLET, FORD FB1000-4-Q-NL OR A.Y. MCDONALD 74701BQ LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METER LOOP DOWN TO CENTERLINE OF WATER MAIN TO PROVIDE SLACK IN SERVICE LINE TO METER PROPOSED MAIN 5 6 4 3 2 12 TYPE C - METER BOX SECTION SIDEWALK PROTECT EX CUSTOMER-SIDE SERVICE LINE EX SINGLE CHECK VALVE CRIMP OR CAP EX CITY-SIDE SERVICE LINE EX ANGLE BALL VALVE 2 12 12 2 13 1 1 8 MAIN 22.5°22.5°2 2 22.5°14 14 TYPE C - PRV BOX SECTION 2 24" TO 30" EX CURB, VARIES EX CURB, VARIES EX CURB, VARIES EX CURB, VARIES EX METER BOX AND LID 1" WATER SERVICE CONNECTION DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-20.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKS03/08/2024 ISSUED FOR BID MTM 03-2024 RLO WATER SERVICE CONNECTION DETAILS FOR 1 1/2" METER W-20 M. McCrosky P. Simon R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-20.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKS03/08/2024 ISSUED FOR BID MTM 03-2024 RLO 44 85 AS SHOWN 27-04186 NOTES: 1. TYPES A & B: CONTRACTOR TO REMOVE AND WASTEHAUL EXISTING METER BOX AND SETTER ONCE CUSTOMER SIDE SERVICE IS TRANSFERRED TO NEW MAIN. 2. SEE DWG W-21 FOR MATERIAL LIST. 3. CONTRACTOR TO LEAVE EACH CUSTOMER SIDE SERVICE EXPOSED FOR CITY REPRESENTATIVE TO VISUALLY INSPECT AND DOCUMENT EXISTING SERVICE LINE MATERIAL. 24" TO 30" 9" TO 12" MAIN 6"6" TO 9"3" MIN3" MIN TYPE A 3" MIN 2" TO 6" MAIN 24" TO 30" 9" TO 12" MAIN 24" TO 30" 24" TO 30" 9" TO 12" 12" MIN 6"6" TO 9"3" MIN3" MIN TYPE B 3" MIN PROPERTY LINE PROPERTY LINE CITY PIPING PRIVATE PIPING CITY PIPING PRIVATE PIPINGBACK OFSIDEWALKBACK OFSIDEWALK4 2 6 5 3 1 4"18 8 6 9 12 13 11 14 12 15 6 8 6 8 6 8 17 6 7 16 22 SIDEWALK FINISHED GRADE 2 4 1 METER BOX PRV BOX 8" TO 10"8 8 8 6 6 6 EX SERVICE LINE PROTECT EX CUSTOMER-SIDE SERVICE LINE INSTALL NEW PRV ASSEMBLY IN EXISTING METER BOX AT TIME OF TRANSFER OF SERVICE FROM OLD MAIN TO PROPOSED MAIN 4 FINISHED GRADE 5 3 1 4" 2 6 SIDEWALK1311 8 6 8 18 8 6 9 12 10 SIDEWALK PROTECT EX CUSTOMER-SIDE SERVICE LINE EX SINGLE CHECK VALVE CRIMP OR CAP EX CITY-SIDE SERVICE LINE EX ANGLE BALL VALVE 8 68 FINISHED GRADE 19 1519 6 17 4 2 6 5 3 1 4" SIDEWALK 12 9 6 18 8 6 6 6 8 7 14 2 2 8 18 17 6 15 16 13 11 10 MAIN TYPE C - PLAN TYPE C - METER BOX SECTION TYPE C -PRV BOX SECTION WATER SERVICE CONNECTION FOR 1 1/2" METER 1 NTS DETAIL 7 12 18 18 10 7 EX CURB, VARIES EX CURB, VARIES EX CURB, VARIES EX CURB, VARIES EX METER BOX AND LID FINISHED GRADE DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-21.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 1 1/2" METER MATERIAL LIST W-21 M. McCrosky S. Olsoe R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 MATERIAL LIST ITEM CONFIGURATION TYPE METER SIZE 1.5" APPROVED MODELS 1 TEE A,B,C 2" TAPPED REDUCING TEE (MJxFIPT) 2 PIPE A,B,C 2" BRASS NIPPLE (MIPT), LENGTH AS REQUIRED 3 VALVE 2" GATE VALVE (FIPT) WITH SQUARE OPERATING NUT AND EXTENSION PER STD PLAN 330.7 4 VALVE BOX A, B, C VALVE BOX AND LID PER STD PLAN 330.7 5 COUPLING A, B, C 2" x 1 1/2" BRASS COUPLING (MIPT x PACK JOINT), FORD C44-76-Q-NL OR EQUAL 6 TUBING A, B, C 1 1/2" TYPE "K" SOFT COPPER TUBING 7 BEND A,B 1.5" 90° BRASS BEND (FNPT X PACK JOINT), FORD L14-66-Q-NL OR EQUAL C NOT USED 8 BEND A, B, C 1.5" 90° BRASS BEND (PACK JOINT X PACK JOINT), FORD L44-66-Q-NL OR EQUAL 9 METER SETTER A, B, C 1 1/2" VERTICAL METER SETTER WITH BYPASS, FLANGED ANGLE BALL VALVE AND PADLOCK WINGS ON INLET, ANGLE CHECK VALVE ON OUTLET, AND BALL VALVE ON BYPASS WITH PADLOCK WINGS, FORD VBH86-12B-11-66-Q-NL, A.Y. MCDONALD 730B-612WDFF665, OR MUELLER B-2427N (1 1/2"), BYPASS NOT PERMITTED ON IRRIGATION METERS 10 METER SPREADER A, B, C 13 3/16" RIGID METER SPREADER (TEMPORARY) 11 WATER METER A, B, C EXISTING AMI WATER METER WITH RADIO AND BATTERY UNIT 12 METER BOX A, B, C 17"X30" METER BOX, ARMORCAST A6001640PCX18 OR APPROVED ALTERNATE 13 METER BOX LID A, B, C METER BOX LID, ARMORCAST A6001947RCI-H7, TO READ "RENTON WATER" 14 METER BOX LID A, B, C METER BOX LID, ARMORCAST A6001947, STANDARD MARKING 15 PRESSURE REDUCING VALVE ASSEMBLY A, B, C 1.5" PRV ASSEMBLY WITH INTERNAL BYPASS AND STRAINER, ZURN WILKINS 600xl SERIES OR APPROVED EQUAL (FNPT) 16 SHUTOFF VALVE A,B 1.5" BRONZE BALL VALVE, ZURN, WILKINS 850XL SERIES OR APPROVED EQUAL C NOT USED 17 COUPLER A, B, C 1 1/2" COUPLER (PACK JOINT x PACK JOINT), FORD C4#-6#-Q-NL OR EQUAL, OUTLET COMPATIBLE WITH EXISTING SERVICE LINE SIZE AND MATERIAL 18 GRAVEL A, B, C CSTC TO SUPPORT METER BOX, METER BYPASS TO BE EXPOSED 19 REGULATOR ADAPTOR A,B NOT USED C RA-X-NL or SCH 80 PVC NIPPLES, THREADED DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-21.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKSISSUED FOR BID MTM 03-2024 RLO 03/08/2024 45 85 AS SHOWN 27-04186 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-22.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKS03/08/2024 ISSUED FOR BID MTM 03-2024 RLO WATER MAIN CONNECTION DETAILS W-22 46 85 M. McCROSKY, P.E. J. LIRA R. OCHILTREE, P.E. N/A 27-04186 WATER CONNECTION GENERAL NOTES: 1. SEE CONSTRUCTION SEQUENCING PLAN, DWG G-12 FOR MORE INFORMATION. 2. TESTING CONNECTIONS ARE PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL SUBMIT CONSTRUCTION SEQUENCING AND TESTING PLAN PRIOR TO STARTING WORK. 3. POLYPIGGING NEW WATER MAINS SHALL BE PER COR STD. PLAN 300.7. SEE POLYPIGGING PLAN, DWG W-23. 4. ALL FINAL CONNECTIONS TO EXISTING WATER MAIN SHALL BE BY CITY FORCES. SEE SPECIAL PROVISIONS SECTION 7 09.3(19)A. 5. CONTRACTOR TO POTHOLE EXISTING MAINS PRIOR TO INSTALLATION OF TESTING CONNECTION TO CONFIRM EXISTING MAIN DEPTH AND SIZE. REPORT ANY DISCREPANCIES TO OWNER. 1 0'-0"± TEMPORARY BLOCKING FOR CONTINUATION SEE DWG W-1 8" W DI 66'-0"± EX HYDRANT FOR FILLING NEW DI WATER MAIN, SEE POLYPIGGING PLAN, DWG W-23 8" W DI 1 - 8" DI SPOOL, LF AS REQ'D 1 - 8" 45° BEND, RJ x RJ, W/ THRUST BLOCK 1 - 8" DI SPOOL, LF AS REQ'D 1 - 8" SOLID SLEEVE, RJ x RJ NE 4TH ST/BRONSON WAY NE WATER MAIN CONNECTION 1 W-1SCALE: 1" = 10'-0" DETAIL INSTALL 1 - 8" CAP, MJ ON EX 8" DI REMOVE EX MAIN AS REQ'D NOTE: 1. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE. FINAL CONNECTIONTESTING CONNECTION POLYPIG STATION PER COR STD PLAN 300.7 REMOVE EX VALVE BOX BRONSON WAY NE/SUNSET BLVD NE WATER MAIN CONNECTION 2 W-5SCALE: 1" = 10'-0" DETAIL POLYPIG STATION PER COR STD PLAN 300.7 8" W DI SEE NOTE 2 FINAL CONNECTIONTESTING CONNECTION INSTALL 1 - 6" CAP, MJ ON EX 6" CI REMOVE EX MAIN AS REQ'D REMOVE EXISTING GATE VALVE AND INSTALL BLIND FLANGE ON EXISTING TEE 1 - 8" SOLID SLEEVE, RJ x RJ 1 -12" x 8" TAPPING TEE AND VALVE, FL x RJ PER COR STD PLAN 300.6 TEMPORARY BLOCKING NOTES: 1. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE. 2. 8" DI STUB ACROSS SUNSET TO BE INSTALLED BY CONTRACTOR. ALL PIPE SHALL BE SWABBED AND INSTALLED UNDER SUPERVISION OF CITY INSPECTOR. COORDINATE INSTALLATION WITH CITY.SEE WATER CONNECTIONS GENERAL NOTE 4. 8'-0" 3 8 '-0" FOR CONTINUATION, SEE DWG W-5 MJ CAP, RJ W/ 2" TAP AND TEMPORARY BLOW-OFF ASSEMBLY 8 LF +- 8" DI BRONSON PLACE NE WATER MAIN CONNECTION 3 W-11SCALE: 1" = 10'-0" DETAIL5'-0"±8 '-0"±5'-0"±56'-0"±8" W DI FOR CONTINUATION, SEE DWG W-11 1 - 8" 22.5° BEND, RJ x RJ, W/ THRUST BLOCK STA 56+59, OFFSET 10.70' LT POLYPIG STATION PER COR STD PLAN 300.7 STA 56+67.08', OFFSET 11.34' LT 1 - 8" 45° VERTICAL BEND, RJ x RJ W/ VERTICAL THRUST BLOCK STA 56+73.2, OFFSET 12.64' LT CUT IN: 1 -12" x 8" TEE, FL x FL W/ THRUST BLOCK 2 - 12" GATE VALVE, FL x RJ 1 - 8" GATE VALVE, FL x FL 2 - 12" SOLID SLEEVE, RJ x RJ 1 - 8" 45° VERTICAL BEND, FL x RJ, W/ VERTICAL THRUST BLOCK EX HYDRANT FOR FILLING NEW DI WATER MAIN, SEE POLYPIGGING PLAN, DWG W-23 12" W DI 12" W DI 1 - 8" SOLID SLEEVE, RJ x RJ 8" W DI 12" W DI 12" W DI FINAL CONNECTIONTESTING CONNECTION 7 LF - 8" DI 2 LF± - 8" DI 4 LF± - 8" DI TEMPORARY BLOCKING 1 - 8" 45° VERTICAL BEND, RJ x RJ W/ VERTICAL THRUST BLOCK NOTE: 1. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE. WINDSOR PLACE NE/EDMONDS AVE NE WATER MAIN CONNECTION 4 W-17SCALE: 1" = 10'-0" DETAIL FINAL CONNECTIONTESTING CONNECTION 8 '-0 "± TEMPORARY BLOCKING STA 72+89.4, OFFSET 15.43' LT POLYPIG STATION PER COR STD PLAN 300.7 STA 72+96.9, OFFSET 20.64' LT 1 - 16" x 8" TAPPING TEE AND VALVE, FL x RJ, PER COR STD PLAN 300.6 65'-0"± 50'-0"±20' -0"±EX HYDRANT FOR FILLING NEW DI WATER MAIN, SEE POLYPIGGING PLAN, DWG W-23 1 - 8" 22.5° BEND, RJ x RJ W/ THRUST BLOCK FOR CONTINUATION, SEE DWG W-17 8" W DI 8" W DI STA 72+93.2, OFFSET 17.98' LT 1 - 8" SOLID SLEEVE, RJ x RJ INSTALL 1 - 6" CAP, MJ ON EX 6" CI REMOVE EX 6" GATE VALVE AND INSTALL BLIND FLANGE ON EX TEE REMOVE EX MAIN AS REQ'D 5 LF± - 8" DI NOTE: 1. LONG BODY DI SLEEVE FOR CONNECTION FROM DI TO DI PIPE. DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_W-23.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 20123392STATE O F WASHIN G T ONR E GI S T E R E DMYATLIASDOM c RCOPROF E SSIONAL E N G IN EERN OR YKS03/08/2024 ISSUED FOR BID MTM 03-2024 RLO WATER MAIN POLYPIGGING PLAN W-23 47 85 M. McCrosky J. Lira R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 SEGMENT LAUNCH LOCATION RETRIEVAL LOCATION LENGTH 1 STA 1+39.21 BRONSON WAY NE STA 22+11.6 BRONSON WAY NE 2,104.9'± 2 STA 30+13.4 GRANDEY WAY STA 46+63.3 GRANDEY WAY 1,845'± 3 STA 72+89.35 WINDSOR WAY NE STA 59+81.2 WINDSOR WAY NE 1329.5'± 4 STA 75+41.2± WINDSOR WAY NE STA 50+36.9 BRONSON PL NE 1461.5'± 5 STA 56+61.8 BRONSON PL NE STA 54+75.5 BRONSON PL NE 203.8'± NOTES: 1. SEE CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS, DWG G-12 FOR MORE INFORMATION. 2. POLYPIGGING LOCATIONS PROVIDED FOR REFERENCE ONLY. CONTRACTOR SHALL SUBMIT CONSTRUCTION SEQUENCING AND TESTING PLAN PRIOR TO STARTING WORK. 3. POLYPIG STATIONS WATER MAINS SHALL BE PER COR STD. PLAN 300.7. 4. WHEN HOSE FOR FILLING CROSS THE ROADWAY, CONTRACTOR TO PROVIDE RAMPS TO PROTECT HOSE FROM VEHICULAR TRAFFIC. 5. SEGMENT ALIGNMENT AND SYMBOLS ARE SCHEMATIC. SEE WATER PLAN AND PROFILE SHEETS FOR LOCATION OF POLYPIG STATIONS. LEGEND POLYPIG STATION EXISTING HYDRANTS FOR FILLING AND FLUSHING PROPOSED MAIN WATER CONNECTION BETWEEN NEW SEGMENTS 1 -NTS DETAIL POLYPIG STATION TEMPORARY BLOCKING SEPARATE SEGMENT SEPARATE SEGMENT 8'-0"± TO BE COMPLETED BY CITY FORCES: REMOVE POLYPIG STATION AND TEMPORARY BLOCKING, INSTALL CONNECTION BETWEEN SEGMENTS WITH: 1 - 8" DI SPOOL, LF AS REQUIRED 1 - 8" SOLID SLEEVE, RJ x RJ FINAL CONNECTION TESTING CONNECTION NOTE: 1. VALVE CONFIGURATION VARIES. 1 2 3A45 6 7 9 1011 12 13141516A16B17 18 3B890+00 90+75 800+00 801+00 8 0 2 + 0 0 8 0 3 + 0 0 804+00 805+00 8 0 6 + 0 0700+00701+00702+00702+90 BRONS ON BRONSON WAY NEB R O N S O N BRONSON WAY NEGRANDEY WAYW IN D S O R W A Y N E N E 4 T H S T PLACE NE WINDSOR PLACE NE EDMONDS AVE NE WAY NEVUEMONT PL NES U N S E T B L V D N E SEGMENT 2 SEGMENT 1 SEGMENT 3 SEGMENT 5 SEGMENT 4 EX HYDRANT FOR FILLING SEGMENT 5 EX HYDRANT FOR FILLING SEGMENT 4 EX HYDRANT FOR FILLING SEGMENT 2 EX HYDRANT FOR FILLING SEGMENT 3 EX HYDRANT FOR FILLING SEGMENT 1 FOR CONNECTION BETWEEN SEGMENTS, SEE DETAIL 1/- FOR CONNECTION BETWEEN SEGMENTS, SEE DETAIL 1/- FOR CONNECTION BETWEEN SEGMENTS, SEE DETAIL 1/- FOR CONNECTION BETWEEN SEGMENTS, SEE DETAIL 1/- FOR CONNECTION BETWEEN SEGMENTS, SEE DETAIL 1/- DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-1-5.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON WAY NE STORM DRAIN PLAN AND PROFILES STA 1+00 TO 4+50 SD-1 48 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 CONSTRUCTION NOTES: CONNECT TO EX CATCH BASIN WITH KOR-N-SEAL CONNECTION. 1MATCHLINE STA - SEE DWG 4+50 SD-2 HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" KEY MAP SCALE: 1" = 400'-0" M A T C H L IN E S T A - S E E D W G 8 02 +1 0 S D -18LEGEND: POTHOLE INFORMATION ON DWG G-12 XX NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITES PRIOR TO STARTING CONSTRUCTION. 7. SEE DWG G-3 FOR STORM GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 8. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 9. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 10. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 11. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE. 175 205 200 195 190 185 180 175 205 200 195 190 185 180 EX GRADE AT C/L OF PIPE ALIGNMENT IE 190.74 - 8" OUT (SW)70 LF - 8" SD HDPE S=0.34%EX IE 190.6 - 18" IN (NE)EX IE 190.5 - 18" OUT (NE)IE 190.5 - 8" IN (NE)EX 14" D x 23" W FOIE 191.87EX 10" W, IE 192.53ESTIMATEDEX E, IE 192.72, ESTIMATEDEX CB NO. 134565RIM EL 196.54EX WSCB #1RIM EL 194.89EX 4" GAS, IE 192.12PROVIDE 6" MIN CLEARANCE W/ ETHAFOAM PAD1 1 2 11 12 1+00 2+00 3+00 4+008 0 3 + 0 0 804+00 805+00 BRONSON WAY NE NE 4TH ST 8" SD HDPE CB #1 TYPE 1 W/ GRATE STA 1+77 OFFSET 20.38' RT 1 BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-1-5.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON WAY NE STA 4+50 TO 8+25 SD-2 49 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 8+25SD-3MATCHLIN E STA - SEE DWG 4+50SD-1KEY MAP SCALE: 1" = 400'-0" FOR CONTINUATION, SEE DWG SD-6 5 +0 0 6 +0 0 7+00 8+00 30+00 5 9 + 5 0 60+00 6 1 + 0 0 BRONSON WAY NE WI NDS OR WAY NEGRANDEY WAYCB #31 TYPE 1 W/ GRATE STA 5+04 OFFSET 14.8' LT SEE DWG SD-6 CB #32 TYPE 2 W/ SOLID LID STA 5+70 OFFSET 14.4' LT SEE DWG SD-6 12" SD PP 12" SD PP CB #30 TYPE 1 W/ GRATE STA 4+74 OFFSET 27.1' RT SEE DWG SD-6 FOR PLAN AND PROFILE SEE DWG SD-6 12" SD PP SEE R DWGS FOR RESTORATION NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITES PRIOR TO STARTING CONSTRUCTION. 7. SEE DWG G-3 FOR STORM GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 8. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 9. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 10. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 11. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-1-5.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON WAY NE STA 8+25 TO 13+00 SD-3 50 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 13+00SD-4MATCHLINE STA - SEE DWG 8+25SD-2HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" KEY MAP SCALE: 1" = 400'-0" 9+00 10+00 11+00 12+00 1 3 +0 0 BRO NSON WAY NE CB #2 TYPE 1 W/ GRATE STA 8+36 OFFSET 14.9' RT CB #3 TYPE 1 W/ GRATE STA 8+35 OFFSET 15.2' LT 12" SD DI 12" SD DI CB #5 TYPE 1 W/ GRATE STA 11+04 OFFSET 15.5' RT CB #6 TYPE 1 W/ BIRDCAGE INLET PER COR STD PLAN 234.20 STA 11+04 OFFSET 25.6' RT 12" SD DI 12" SD PP FOR DITCH IMPROVEMENTS SEE DWG SD-20 12" SD DI OUTFALL IE 166.3 CB #4 TYPE 2 W/ GRATE STA 11+03 OFFSET 13.7' LT FOR PLAN AND PROFILE SEE DWG SD-20 185 180 175 170 165 160 155 185 180 175 170 165 160 155CB #2RIM EL 177.20IE 172.22 - 12" OUT (NW)CB #3RIM EL 176.90IE 171.62 - 12" IN (SE)IE 171.62 - 12" OUT (NE)CB #4RIM EL 169.47IE 167.0 - 12" IN (S)IE 167.0 - 12" IN (W)IE 167.0 - 12" OUT (N)CB #5RIM EL 169.94IE 167.30 - 12" OUT (N)IE 167.30 - 12" IN (S)CB #6RIM EL 170.06IE 167.40 - 12" OUT (N)EX GRADE AT C/L OF PIPE ALIGNMENT 271 LF - 12" SD DI S=1.7% 30 LF - 12" SD PP S=2.0% 29 LF - 12" SD DI S=1.0% 10 LF 12" SD DI S=1.0%EX 8" SS, IE 169.588" W, IE 173.70EX 6" W, IE 173.77ESTIMATEDEX WS1" WSEX 6" W, IE 173.24ESTIMATEDEX 8" SS, IE 168.491" WSEX 8" SS, IE 165.4±EX OHPEX 8" SS, IE 164.78EX OHPEX 8" SS, IE 163.748" W, IE 165.57PROVIDE 6" MIN CLR W/ ETHAFOAM PAD NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITES PRIOR TO STARTING CONSTRUCTION. 7. SEE DWG G-3 FOR STORM GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 8. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 9. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 10. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 11. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-1-5.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON WAY NE STA 14+25 TO STA 18+50 SD-4 51 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 17+50SD-5MATCHLINE STA - SEE DWG 13+00SD-3HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" FOR PROFILE CONTINUATION SEE DWG SD-10 KEY MAP SCALE: 1" = 400'-0" CONSTRUCTION NOTES: EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. 1 13+00 14+00 15+00 1 6 +0 0 1 7 +0 0 5 0 + 0 0 5 1 + 0 0BRONSON PL ACE NECB #56 TYPE 2 W/ SOLID LID STA 16+25 OFFSET 17.1' LT 12" SD DI CB #58 TYPE 1W/ GRATE STA 16+55 OFFSET 14.9' RT CB #55 TYPE 1 W/ GRATE STA 15+69 OFFSET 27.8' RT 12" SD DI 12" SD DI 12" SD PP BRONSON WAY NE FOR PLAN AND PROFILE SEE DWG SD-10 CB #54 TYPE 1 W/ GRATE STA 50+80 OFFSET 15.5' RT CB #8 TYPE 1 W/ GRATE STA 14+20 OFFSET 14.8' RT SEE DWG SD-21 CB #9 TYPE 1 W/ GRATE STA 14+26 OFFSET 15.6' LT SEE DWG SD-21 CB #7 TYPE 1 W/ GRATE STA 14+17 OFFSET 30.1' RT SEE DWG SD-21 FOR CHANNEL IMPROVMENTS SEE DWG SD-21 FOR PLAN AND PROFILE SEE DWG SD-21 CB #57 TYPE 1 W/ GRATE STA 16+58 OFFSET 15.6' LT 1 170 165 160 155 150 145 140 EX GRADE AT C/L OF PIPE ALIGNMENT CB #58RIM EL 151.48IE 149.6 - 12" OUT (W)170 165 160 155 150 145 140CB #54RIM EL 160.90CB #55RIM EL 156.26IE 149.5 - 12" IN (E)IE 149.4 - 12" OUT (S)IE 149.3 - 12" IN (N)IE 150.5 - 12" IN (SE)EX IE 149.3± - 12" CONC OUT (NW)IE 153.1 - 12" OUT (NW)IE 153.1 - 12" IN (SE)CB #57RIM EL 151.32CB #56RIM EL 152.10IE 157.8 - 12" OUT (NW)IE 157.8 - 12" IN (NE)7 3 L F - 1 2 " S D D I 31 LF - 12" SD DI S=0.3% 32 LF - 12" SD DI S=0.3% 6 0 L F - 1 2 " S D P P S =7 .8 %EX 8" SS, IE 144.02EX 6" W, IE 148.31, ESTIMATEDEX 1" WS1" WS8" W, IE 147.90EX 6" W, IE 149.50ESTIMATED8" W, IE 149.60EX 8" SS, IE 144.446" W, IE 150.23EX 6" SD, IE 151.09ESTIMATEDEX 6" SD, IE 153.17ESTIMATEDEX 8" SS, IE 148.728" W, IE 154.52S =3 .6 %1" WSPROVIDE 6" MIN CLR W/ ETHAFOAM PAD NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITES PRIOR TO STARTING CONSTRUCTION. 7. SEE DWG G-3 FOR STORM GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 8. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 9. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 10. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 11. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-1-5.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON WAY NE STA 17+50 TO 22+50 SD-5 52 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 M A T C H L IN E S T A - S E E D W G 1 7 +5 0 S D -4 KEY MAP SCALE: 1" = 400'-0" PROFILE VERT SCALE: HORIZ A SD-61" = 20'-0" 1" = 5'-0" HORIZ: 1" = 20'-0" VERT: 1" = 5'-0"PROFILE VERT SCALE: HORIZ B SD-71" = 20'-0" 1" = 5'-0" CONSTRUCTION NOTES: EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. CONNECT EXISTING PIPE TO NEW CATCH BASIN WITH FABRICATED SAND COLLAR OF SAME MATERIAL AS THE CONNECTING PIPE. 1 2 LEGEND: POTHOLE INFORMATION ON DWG G-12 XX 13 14 1518+0019+00 2 0 +0 0 2 1 +0 0 2 2 +0 0 SUNSET BLVD NE12" SD PVC CB #20 TYPE 1 W/ GRATE STA 21+59 OFFSET 16.8' LT CB #21 TYPE 1 W/ GRATE STA 21+71 OFFSET 15.0' RT CB #22 TYPE 2 W/ SOLID LID STA 21+90 OFFSET 15.8' RT REMOVE EX CB AND RESTORE CURB AND GUTTER B R O N S O N W A Y N E GRANDEY WAY2 1 130 125 120 115 110 105 100 130 125 120 115 110 105 100 EX GRADE AT C/L OF PIPE ALIGNMENT CB #20RIM EL 119.12IE 114.5 - 12" OUT (N)CB #21RIM EL 119.28IE 114.3 - 12" IN (W)IE 114.3 - 12" OUT (S)CB #22RIM EL 118.46IE 114.0 - 12" IN (N)EX IE 113.9 - 8" CMP IN (S)EX IE 113.9 - 8" CMP OUT (N)EX 8" SS, IE 112.148" W, IE 116.026" W, IE 116.10EX 2" P, IE 116.28EX GAS, IE 114.88,ESTIMATED19 LF - 12" SD PVC S=1.6% 34 LF - 12" SD PVC S=0.6%EX 6" WPROVIDE 6" MIN CLR W/ ETHAFOAM PAD 1 2NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. LOCATION AND DEPTH OF EXISTING UTILITIES SHOWN ARE APPROXIMATE. CONTRACTOR SHALL VERIFY LOCATION OF EXISTING UTILITES PRIOR TO STARTING CONSTRUCTION. 7. SEE DWG G-3 FOR STORM GENERAL NOTES. REFER TO CONSTRUCTION SEQUENCING AND GENERAL REQUIREMENTS ON DWG G-12. 8. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 9. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 10. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 11. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18135 130 125 120 115 110 135 130 125 120 115 110 CB #39RIM EL 121.73EX GRADE AT C/L OF PIPE ALIGNMENT IE 119.6 - 12" OUT (N) CB #38RIM EL 121.68S=0.75%8" W, IE 117.11EX SS, IE 115.66EX 1" WS6" W, IE 117.1EX 4" W, IE 118.76, ESTIMATEDIE 119.3 - 12" IN (S)IE 119.3 - 12" IN (E)IE 119.3 - 12" OUT (SW)39 LF 12" SD DI 1145 140 135 130 125 150 145 140 135 130 125 155155 150 IE 144.4 - 12" OUT (SW)CB #34RIM EL 146.488" W, IE 143.09EX GAS, IE 143.26, ESTIMATEDEX 8" SS, IE 139.94CB #35RIM EL 145.75IE 140.6 - 12" IN (NE)IE 143.7 - 12" IN (SW)IE 140.6 -12" OUT (NW)30 LF - 12" SD DI S=2.0% EX GRADE AT C/L OF PIPE ALIGNMENT EX 4" W, IE 142.82, ESTIMATEDPROVIDE 6" MIN CLEARANCE W/ ETHAFOAM PAD DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-6-9.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO GRANDEY WAY NE STA 30+00 TO 34+00 SD-6 53 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 M ATCHLINE STA - SEE DW G 34+00SD-7MATCHLINE STA - SEE DWG 34+00 SD-7 HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" KEY MAP SCALE: 1" = 400'-0" LEGEND: POTHOLE INFORMATION ON DWG G-12 XX CONSTRUCTION NOTES: EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. 1 NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE. 3A 4 3B5+006+0030+00 3 1 +0 0 3 2 +0 0 33+00 3 4 + 0 059+5060+00 G R A N D E Y W A YBRONSON WAY NEWIN DSOR W AY NE12" SD PP CB #32 TYPE 2 W/ SOLID LID STA 30+13 OFFSET 17.3' LT 12" SD PVC 12" SD DI CB #34 TYPE 1 W/ GRATE STA 33+14 OFFSET 15.0' RT CB #35 TYPE 2 W/ GRATE STA 33+23 OFFSET 15.2' LT 12" SD PP CB #30 TYPE 1 W/ GRATE STA 4+74 OFFSET 27.1' RT CB #31 TYPE 1 W/ GRATE STA 5+04 OFFSET 14.8' LT CB #33 TYPE 2 W/ GRATE STA 32+53 OFFSET 16.4' LT 12" SD PVC SEE PROFILE A/SD-5 1 1 1 195 190 185 180 175 170 200 195 190 185 180 175 170 200 EX GRADE AT C/L OF PIPE ALIGNMENT CB #31RIM EL 189.29IE 185.2 - 12" IN (SE)IE 185.2 - 12" OUT (N)CB #30RIM EL 190.48IE 186.2 - 12" OUT (NW)EX IE 189.6 - 4" IN (N)CB #32RIM EL 188.00IE 183.9 - 12" IN (S)IE 180.5 - 12" OUT (W)EX 8" SD, IE 185.44,TO BE ABANDONED8" W, IE 184.4EX 6" W, IE 184.94,ESTIMATED67 LF - 12" SD PP S=1.5% 51 LF - 12" SD PP S=1.9% PROVIDE 6" MIN CLR W/ ETHAFOAM PAD 190 185 180 175 170 165 160 190 185 180 175 170 165 160 EX GRADE AT C/L OF PIPE ALIGNMENT 1" WSEX 1" WSEX 2" GAS, IE 167.42,ESTIMATED242 LF - 12" SD PVC S=13.8% TRENCH DAM, TYP PER DETAIL 1/G-13 170 165 160 155 150 145 170 165 160 155 150 145 140 140 EX GRADE AT C/L OF PIPE ALIGNMENT CB #33RIM EL 154.40IE 148.9 - 12" IN (E)IE 148.9 - 12" OUT (NW)EX 2" GAS, IE 159.94,ESTIMATED1" WSEX 1" WS1" WSEX 1" WS &EX 4" W, IE 3.14,ESTIMATEDEX 2" GAS, IE 149.15,ESTIMATEDEX 4" W, IE 149.96,ESTIMATED242 LF - 12" SD PVC S=13.8%11155 150 145 140 135 130 155 150 145 140 135 130 125 125 EX GRADE AT C/L OF PIPE ALIGNMENT CB #35RIM EL 145.75IE 140.6 - 12" IN (E)IE 143.7 - 12" IN (NE)IE 140.6 - 12" OUT (NW)1" WSEX 1" WSEX GAS, IE 143.341" WS S=12.0% 139 LF -12" SD PP 75 LF - 12" SD PVC EX 4" W, IE 137.59,ESTIMATEDEX 1" WS1" WSEX 4" W, IE 135.34,ESTIMATEDS=12.4%11BRONSON B R O N S O N W A Y N E BR O NSO NVUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R N E 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-6-9.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO GRANDEY WAY NE STA 8+00 TO 13+00 SD-7 54 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 38+50SD-8M A T C H LIN E S T A - S E E D W G 34+00 S D-6 MATCHLINE STA - SEE DWG 38+50 SD-8MATCHLINE STA - SEE DWG 34+00 SD-6 HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" KEY MAP SCALE: 1" = 400'-0" CONSTRUCTION NOTES: EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. CONNECT EXISTING PIPE TO NEW CATCH BASIN WITH FABRICATED SAND COLLAR OF SAME MATERIAL AS THE CONNECTING PIPE. 1 234+003 5 +0 0 36+00 37+00 3 8 + 0 0 12" SD PP 12" SD DI CB #37 TYPE 2 W/ GRATE LID STA 36+01 OFFSET 14.3' LT 12" SD DI CB #36 TYPE 2 W/ GRATE STA 34+54 OFFSET 13.9' LT CB #38 TYPE 1 W/ GRATE STA 36+44 OFFSET 16.6' RT 12" SD DI CB #39 TYPE 2 W/ GRATE LID STA 36+67 OFFSET 14.4' LT G R A N D E Y W A Y 12" SD DI SEE PROFILE B/SD-5 1 1 1 2 135 130 125 120 115 135 130 125 120 115 110 110 105 105 EX GRADE AT C/L OF PIPE ALIGNMENTCB #36RIM EL 128.19IE 122.9 - 12" IN (S)IE 122.0 - 12" OUT (N)CB #37RIM EL 121.20IE 119.2 - 12" IN (S)IE 117.3 - 12" IN (N)EX IE 117.3 - 8" OUT (W)CB #39RIM EL 121.72IE 119.3 - 12" OUT (SW)IE 119.3 - 12" IN (E)IE 119.3 - 12" IN (S)6" W, IE 117.1EX 4" WIE 128.14ESTIMATEDEX 6" SS, IE 120.0±EX 4" WIE 122.54ESTIMATEDEX 4" WIE 118.83ESTIMATEDEX 1" WSEX 4" WIE 118.96ESTIMATE8" W, IE 117.391" WSEX 1" WS1" WSEX 1" WSEX 8" SS, IE 112.7±153 LF - 12" SD DI S=1.8%7 0 L F - 1 2 " S D D I S =2 .9% 210 LF - 12" SD DI S=1.2%111TRENCH DAM, TYP PER DETAIL 1/G-13 2NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E BR O NSO NVUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R N E 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-6-9.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO GRANDEY WAY NE STA 38+50 TO 42+50 SD-8 55 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 38+50SD-7MATCHLINE STA - SEE DWG 42+50SD-9HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" KEY MAP SCALE: 1" = 400'-0"MATCHLINE STA - SEE DWG 38+50 SD-7 HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" CONSTRUCTION NOTES: EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. 1 39+00 40+00 41+00 4 2 +0 0 GRANDEY WAY CB #41 TYPE 1 W/ GRATE STA 38+74 OFFSET 13.5' LT 12" SD DI 12" SD PP CB #42 TYPE 2 W/SOLID LID STA 38+74 OFFSET 4.8' RT CB #43 TYPE 1 W/ GRATE STA 41+57 OFFSET 15.5' RT CB #44 TYPE 1 W/ GRATE STA 41+49 OFFSET 14.7' LT 12" SD DI 12" SD PP CB #40 TYPE 1 W/ GRATE STA 38+74 OFFSET 16.8' RT 1 140 135 130 125 120 115 110 140 135 130 125 120 115 110 EX GRADE AT C/L OF PIPE ALIGNMENT CB #42RIM EL 125.45IE 121.8 - 12" OUT (W)IE 121.8 - 12" IN (E)IE 121.8 - 12" IN (SE)IE 121.8 - 12" IN (NW)CB #43RIM EL 130.61IE 125.3 - 12" OUT (W)IE 125.3 - 12" IN (NW)IE 125.7 - 12" IN (SE)285 LF - 12" SD PP S=1.2% 31 LF 12" SD PP S=1.3%1" WSEX 1" WSEX 1" WS1" WS1" WS1" WSEX 1" WSEX 1" WS8" W, IE 127.1EX 4" W, IE 127.13ESTIMATEDCB #44RIM EL 130.25NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E BR O NSO NVUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R N E 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18135 130 125 120 115 110 135 130 125 120 115 110 105105CB #42RIM EL 125.45IE 122.2 - 12" OUT (S)CB #41RIM EL 124.61CB #40RIM EL 124.91IE 122.0 - 12" OUT (N)EX GRADE AT C/L OF PIPE ALIGNMENT 12 LF - 12" SD DI S=2.0% 18 LF - 12" SD DI S=2.0%EX 8" SS, IE 118.98" W, IE 120.43EX 4" W, IE 121.06, ESTIMATEDIE 121.8 - 12" IN (NW)IE 121.8 - 12" IN (SE)IE 121.8 - 12" OUT (W)IE 121.8 - 12" IN (E)1 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-6-9.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO GRANDEY WAY NE STA 42+50 TO 47+00 SD-9 56 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 42+50SD-8KEY MAP SCALE: 1" = 400'-0" CONSTRUCTION NOTES: EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. 1 5 19+0020+0043+00 44+00 45+00 4 6 +0 0 4 7 +0 0 G R A N D E Y W A Y BRONSON WAY NECB #46 TYPE 1 W/ GRATE STA 44+77 OFFSET 15.6' LT SEE DWG SD-19 18" SD PP CB #45 TYPE 1 W/ GRATE STA 44+64 OFFSET 14.8' RT SEE DWG SD-19 18" SD PP IE 127.0 - 18" OUT (W) FOR CHANNEL IMPROVMENTS SEE DWG SD-19 FOR PLAN AND PROFILE SEE DWG SD-19 1 NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E BR O NSO NVUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R N E 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-10-11.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONA L E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON PL NE STA 50+00 TO 54+00 SD-10 57 85 B. Ochiltree, P.E. A. Cariaso R. Dorn B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 5 4 + 0 0 SD- 1 1 175 170 165 160 155 150 145 FOR PROFILE CONTINUATION SEE DWG SD-4 KEY MAP SCALE: 1" = 400'-0"MATCHLINE STA - SEE DWG 54+00 SD-11 HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" CONSTRUCTION NOTES: SEE WATER SHEETS FOR NEW SANITARY MANHOLE DESIGN. EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. INSTALL YARD DRAIN RIMS WITH SLIGHT DEPRESSION TO COLLECT STORMWATER ON SIDEWALKS. 1 2 3 50+00 51+00 52+00 5 3 +0 0 5 4 +0 0 BRONSON PLACE NE B R O N S O N W A Y N E 12" SD PVC CB #54 TYPE 1 W/ GRATE STA 50+80 OFFSET 15.5' RT CB #53 TYPE 1 W/ GRATE STA 52+55 OFFSET 15.3' LT CB #52 TYPE 1 W/ GRATE STA 53+54 OFFSET 13.6' RT YARD DRAIN, PER DETAIL 2/G-13 12" SD PP FOR PLAN AND PROFILE SEE DWG SD-4 CB #55 TYPE 1 W/ GRATE BRONSON WAY NE STA 15+68.65 OFFSET 27.75' RT 1 8" SD HDPE 10 LF 2 3 175 170 165 160 155 150 145 EX GRADE AT C/L OF PIPE ALIGNMENT CB #54RIM EL 160.90IE 157.8 - 12" OUT (NW)IE 157.8 - 12" IN (NE)1 7 5 L F - 1 2 " S D P V C S =5 .1 %EX 8" SSIE 156.378" W, IE 155.541" WSNOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18190 185 180 175 170 165 190 185 180 175 170 165 160160 EX GRADE AT C/L OF PIPE ALIGNMENT CB #52RIM EL 183.84IE 178.7 - 12" OUT (SW)IE 178.7 - 12" IN (N)IE 178.7 - 8" IN (NE)CB #53RIM EL 171.07IE 166.7 - 12" OUT (SW)IE 166.7- 12" IN (NE)S =1 1 .7 %8" W, IE 178.92EX 2" GAS, IE 171.41ESTIMATEDEX 4" W, IE 180.31,ESTIMATEDEX 8" SSIE 184.32EX GAS, IE 167.38ESTIMATEDEX WS1" WSEX 8" SS, IE 174.8ESTIMATEDEX 6" SD, IE 184.2ESTIMATED8" W, IE 183.36EX 6" SD, IE 169.8ESTIMATEDPROVIDE 6" MIN CLR W/ ETHAFOAM PADTRENCH DAM, TYP PER DETAIL 1/G-13EX 8" SS,IE 172.1721 0 3 L F -1 2 " S D P P PROVIDE 6" MIN CLR W/ ETHAFOAM PAD DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-10-11.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON PL NE STA 54+00 TO 57+50 SD-11 58 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 54+00SD-10MATCHLINE STA - SEE DWG 54+00 SD-10 KEY MAP SCALE: 1" = 400'-0" HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" CONSTRUCTION NOTES: CONNECT TO EX CATCH BASIN WITH KOR-N-SEAL CONNECTION. INSTALL YARD DRAIN RIMS WITH SLIGHT DEPRESSION TO COLLECT STORMWATER ON SIDEWALKS. 1 22 210 205 200 215 220 225 195 210 205 200 195 215 220 225 EX GRADE AT C/L OF PIPE ALIGNMENT IE 211.4 - 12" OUT (N) CB # 90RIM EL 213.74CB # 91RIM EL 213.91IE 211.28 - 12" IN (S)IE 211.28 - 12" OUT (W)CB #92RIM EL 214.36IE 211.1 - 12" IN (W)EX IE 211.1 - 12" OUT (N)21 LF - 12" SD DI S=0.50% 31 LF - 12" SD DI S=0.50%8" W, IE 209.22EX SS, IE 207.67EX OHPEX 12" SDEX 2" G, IE 210.58ESTIMATEDEX 4" W, IE 210.44ESTIMATEDPROVIDE 6" MIN CLR W/ ETHAFOAM PAD 67 54+00 55+00 5 6 +0 0 5 7 + 0 0 B R O N S O N P L A C E N E WINDSOR PLACE NE12" SD DI CB #92 TYPE 1 W/ GRATE STA 56+56 OFFSET 14.2' RT CB #90 TYPE 1 W/ GRATE STA 56+36 OFFSET 15.6' LT CB #91 TYPE 1 W/ GRATE STA 56+52 OFFSET 16.4' LT 12" SD DI 12" SD PP CB #51 TYPE 2 W/ GRATE STA 54+96 OFFSET 7.5' LT CB #50 TYPE 1 W/ GRATE STA 55+00 OFFSET 58.3 RT12" SD PP YARD DRAIN, PER DETAIL 2/G-13 8" SD HDPE 1 2 210 205 200 195 190 215 220 210 205 200 195 190 215 220 EX GRADE AT C/L OF PIPE ALIGNMENT CB #51RIM EL 209.52IE 202.5 - 12" OUT (E)IE 202.5 - 12" IN (S)IE 206.5 - 8" IN (NE)CB #50RIM EL 215.95IE 211.3 - 12" OUT (SW)IE 213.8 - 8" IN (N)YARD DRAINRIM EL 216.67IE 214.0 - 8" OUT (SW)1 4 3 L F -1 2 " S D P P 8" W, IE 208.47EX 4" W, IE 208.78,ESTIMATEDEX 12" SD, IE 192.2ESTIMATEDEX 2" GAS, IE 204.4, ESTIMATED1" WSEX 1" WS8.4 LF 8" SD HDPE S=2.0%1" WSEX 1" WSEX 2" G, IE 190.62, ESTIMATEDEX 8" SS, IE 205.95EX 1" WS1" WSEX 8" SS, IE 208.10S =1 3 .4 % TRENCH DAM, TYP SEE DETAIL 1/G-13 S =1 6 .6 % 6 6 L F -1 2 " S D P P NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18+00 210 205 200 215 220 210 205 200 215 220 195 195 190 190IE 207.8 - 6" OUT (SW)EX IE 210.7 - 6" IN (E)EX CB NO. 133775RIM 212.19EX GRADE AT C/L OF PIPE ALIGNMENT 4 4 L F - 8 " S D H DP E S =3.0 %EX 4" W, IE 208.90ESTIMATED8" W, IE 209.22CB #51RIM EL 209.52IE 203.8 - 12" OUT (E)IE 203.8 - 12" IN (S)IE 206.5 - 6" IN (NE)EX 6" SD M A T C H L I N E S T A - S E E D W G 8 3 +2 5 S D -1 3 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-12-13.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONA L E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO WINDSOR PL NE STA 80+00 TO 83+25 SD-12 59 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" KEY MAP SCALE: 1" = 400'-0" CONSTRUCTION NOTES: INSTALL YARD DRAIN RIMS WITH SLIGHT DEPRESSION TO COLLECT STORMWATER ON SIDEWALKS. 1 8 54+0055+0079+80 80+00 81+00 82+00 83+00WINDSOR PLACE NE BRONSON PLACE NE12" SD PP CB #81 TYPE 1 STA 83+01 OFFSET 15.8' RT CB #82 TYPE 1 STA 83+13 OFFSET 23.6' LT YARD DRAIN, PER DETAIL 2/G-13 CB #83 TYPE 1 STA 82+80 OFFSET 229.2' LT 12" SD PPFOR PLAN AND PROFILE SEE DWG SD-11 CB #51 TYPE 2 W/ GRATE STA 54+96 OFFSET 7.47' LT CB #50 TYPE 1 STA 55+00 OFFSET 58.3' RT 1 255 250 245 240 235 230 225 245 240 235 255 250 230 225 EX GRADE AT C/L OF PIPE ALIGNMENT CB #83RIM EL 248.57IE 246.6 - 8" IN (E)IE 244.3 - 12" OUT (S)CB #82RIM EL 243.98IE 238.9 - 12" IN (N)IE 238.9 - 12" OUT (W)YARD DRAINRIM EL 249.24IE 246.7 - 8" OUT (S)CB #81RIM EL 241.78IE 237.0 - 12" IN (E)IE 237.0 - 12" OUT (S)74 LF - 12" SD PP S=7.3% 41 LF - 12" SD PP S=4.6%1" WSEX 1" WSEX 2" GAS, IE 246.61EX 8" SS, IE 239.858" W, IE 240.37EX 1/2" GAS5.6 LF - 8" SD HDPE S=1.8%EX 1" WS1" WS1NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18 MATCHLI NE STA - SEE DWG 83+25SD-12DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-12-13.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO WINDSOR PL NE STA 83+25 TO 88+00 SD-13 60 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" KEY MAP SCALE: 1" = 400'-0" FOR PROFILE CONTINUATION SEE DWG SD-16 8 4 +0 0 85+00 86+00 87+00 8 8 +0 088+01 73+00WINDSOR PLACE NE WINDSOR WAY NE12" SD PP CB #80 TYPE 1 W/ GRATE STA 85+23 OFFSET 14.8' LT 12" SD PVC CB #79 TYPE 2 W/ GRATE STA 86+83 OFFSET 15.2' LT SEE DWG SD-16 FOR PLAN AND PROFILE SEE DWG SD-16 CB #78 TYPE 1 W/ GRATE STA 86+67 OFFSET 24.0' RT CB #76 TYPE 2 W/ SOLID LID STA 72+48 OFFSET 21.8' LT CB #77 TYPE 1 W/ GRATE STA 72+93 OFFSET 14.6' RT 240 235 230 225 220 215 210 240 235 230 225 220 215 210 EX GRADE AT C/L OF PIPE ALIGNMENT CB #80RIM EL 229.21IE 224.6 - 12" IN (N)IE 224.6 - 12" OUT (S)221 LF - 12" SD PVC S=5.6% 160 LF - 12" SD PP S=6.6%CB #79RIM EL 222.55IE 214.0 - 12" IN (N) IE 214.0 - 12" OUT (SW)EX 1" WS1" WSEX 8" SSIE 223.5±8" W,IE 233.08EX 1" WSEX GASIE 235.14ESTIMATEDEX 4" WIE 236.08ESTIMATEDEX 1" WSEX GASIE 225.59ESTIMATEDEX GASIE 221.90ESTIMATEDEX GASIE 219.69ESTIMATED1" WS1" WSEX 1" WSEX 1" WSEX 4" W IE 238.23 ESTIMATED EX 1" WS1" WSNOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18 MATCHLINE STA - SEE DWG 64+50SD-15DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-14-17.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONA L E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO WINDSOR WAY NE STA 60+00 TO 64+50 SD-14 61 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" KEY MAP SCALE: 1" = 400'-0" CONSTRUCTION NOTES: INSTALL QUARRY SPALL PAD AT OUTFALL, PER WSDOT STD SPECIFICATION 8-01.3(11). 15+006+0030+00 59+50 60+00 61+00 62+00 63+00 64+00 4+00WINDSOR WAY NEBRONSON WAY NEG R AN DEY W AY NE 12" SD DI CB #60 TYPE 1 W/ GRATE STA 62+51 OFFSET 14.7' RT CB #61 TYPE 1 W/ GRATE STA 62+96 OFFSET 14.7' RT 12" SD DI FOR PLAN AND PROFILE SEE DWG SD-6 CB #62 TYPE 1 W/ GRATE STA 62+96 OFFSET 15.7' LT 12" SD DI - OUTFALL IE 190.5± 1 SEE R DWGS FOR RESTORATION INFORMATION 200 195 190 185 180 200 195 190 185 180 175175 205205 EX GRADE AT C/L OF PIPE ALIGNMENT CB #60RIM EL 192.56EX IE 192.0 - 4" DI IN (S)IE 191.2 - 12" OUT (E)CB #61RIM EL 193.0IE 191.1 - 12" OUT (E)IE 191.1 - 12" IN (W)CB #62RIM EL 192.88IE 190.8 - 12" IN (N)IE 190.8 - 12" OUT (S)30 LF - 12" SD DI S=0.7%EX 2" GASIE 189.68ESTIMATED8" W, IE 189.2944 LF - 12" SD DI S=0.05%EX 8" SS, IE 186.0±EX OHPEX 6" W, IE 190.21,ESTIMATED15 LF - 12" SD DI S=2.0% 12" SD DI OUTFALL IE 190.5± 1 8'1'NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-14-17.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONA L E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO WINDSOR WAY NE STA 64+50 TO 69+50 SD-15 62 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 64+50SD-14MATCHLINE STA - SEE DWG 69+50SD-16MATCHLINE STA - SEE DWG 69+50 SD-16 HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" KEY MAP SCALE: 1" = 400'-0" HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" CONSTRUCTION NOTES: EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. CONNECT EXISTING PIPE TO NEW CATCH BASIN WITH FABRICATED SAND COLLAR OF SAME MATERIAL AS THE CONNECTING PIPE. 1 2 LEGEND: POTHOLE INFORMATION ON DWG G-12 XX 9 65+00 66+00 67+00 6 8 +0 0 6 9 +0 0 WINDSOR WAY NE 12" SD PP CB #70 TYPE 2 W/ SOLID LID STA 68+28 OFFSET 15.9' LT CB #71 TYPE 1 W/ GRATE STA 68+58 OFFSET 15.0' LT CB #72 TYPE 1 W/ GRATE STA 68+52 OFFSET 15.4' RT 12" SD PP 1 2 185 180 175 170 195 190 185 180 175 170 195 190 165 165 EX GRADE AT C/L OF PIPE ALIGNMENT CB #70RIM EL 178.98EX IE 172.7 - 12" IN (SE)EX IE 172.6 - 12" OUT (NW)IE 172.9 - 12" IN (NE)CB #71RIM EL 178.24IE 173.5 - 12" OUT (SW)IE 173.5 - 12" IN (NE)IE 173.5 - 12" IN (SE)1 5 6 L F - 1 2 " S D P P S =6 .9 %29 LF - 12" SD PP S=2.1%1" WSEX 8" SS, IE 169.89EX 1" WSEX 4" W IE 175.28ESTIMATEDEX 1" WS1" WS1" WS12NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E B RO N SO NVUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R N E 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18185 180 175 170 165 185 180 175 170 165 165165 190190 CB #71RIM EL 178.2431 LF - 12" SD PP S=1.94% EX GRADE AT C/L OF PIPE ALIGNMENTCB #72RIM EL 178.44IE 173.5 - 12" OUT (SW)IE 173.5 - 12" IN (NE)IE 173.5 - 12" IN (SE)IE 174.0 - 12" OUT (NW)8" W, IE 172.29EX 2" GAS, IE 175.7ESTIMATEDEX 4" W INSIDECB, IE 174.06EX 8" SS, IE 171.771 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-14-17.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO WINDSOR WAY NE STA 69+50 TO 73+50 SD-16 63 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHL I NE S T A - S E E DWG 6 9 + 5 0 S D- 1 5 M A T C H L IN E S T A - S E E D W G 7 3 +5 0 S D -1 7 MATCHLINE STA - SEE DWG 69+50 SD-15 HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" HORIZ: 1" = 20'-0" VERT: 1" = 5'-0" KEY MAP SCALE: 1" = 400'-0" FOR PROFILE CONTINUATION SEE DWG SD-13 CONSTRUCTION NOTES: EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. 1 185 180 175 195 190 205 200 185 180 175 195 190 200 EX GRADE AT C/L OF PIPE ALIGNMENT CB #73RIM EL 188.90IE 184.3 - 12" IN (SW)IE 184.3 - 12" OUT (NE)CB #74RIM EL 194.89IE 190.4 - 12" OUT (SW)IE 190.4 - 12" IN (SE)CB #75RIM EL 196.56IE 192.4 - 12" OUT (NW)IE 192.4 - 12" IN (NE)8 2 L F - 1 2 " S D P P S =7 .4 % 3 6 L F - 1 2 " P P EX 2" GAS, IE 193.52ESTIMATED,TO BE RELOCATEDEX 8" SSIE 189.00EX 4" W, IE 191.75,ESTIMATED8" W, IE 190.97EX 8" SSIE 184.0±ESTIMATEDEX 1" WS1" WSEX 8" SSIE 186.31EX 4" W, IE 191.22,ESTIMATEDEX 8" SSIE 178.13EX GAS, IE 182.57, ESTIMATEEX 1" WS1" WSEX 2" G, TO BE RELOCATED11S=5 .6 % PROVIDE 6" MIN CLR W/ ETHAFOAM PAD 195 205 200 195 205 200 210 210 215 215 220 220 225 225 EX GRADE AT C/L OF PIPE ALIGNMENT CB #76RIM EL 215.96IE 211.8 - 12" OUT (SW)IE 212.9 - 12" IN (N)IE 211.8 - 12" IN (NE)IE 211.8 - 12" IN (SE)IE 214.0 - 12" OUT (SW)IE 214.0 - 12" IN (N)CB #79 RIM EL 222.55 1 4 3 L F -1 2 " S D P V C 7 6 L F - 1 2 " S D P P S =2.9 %EX 1" WS1" WS8" WIE 219.06EX 4" W, IE 218.89,ESTIMATEDEX GAS, IE 219.18,ESTIMATEDEX 8" SSIE 207.56EX 6" SS, IE 203.2±EX 4" W, IE 211.75, ESTIMATEDEX 1" WS8" W, IE 201.20EX GAS, IE 204.69ESTIMATED1" WSEX 1" WSEX 8" SSIE 215.12EX 2" G, TO BE RELOCATED S =1 3 .6 % PROVIDE 6" MIN CLR W/ ETHAFOAM PAD TRENCH DAM, TYP, PER DETAIL 1/G-13 1PROVIDE 6" MIN CLR W/ ETHAFOAM PAD 10 7 0 +0 0 7 1+00 72+00 7 3 + 0 0 WINDSOR WAY NE WINDSOR PLACE NE12" SD PP CB #74 TYPE 1 W/ GRATE STA 70+91 OFFSET 15.3' LT CB #75 TYPE 1 W/ GRATE STA 71+11 OFFSET 15.0' RT CB #78 TYPE 1 W/ GRATE STA 86+67 OFFSET 24.0' RT CB #79 TYPE 2 W/ SOLID LID STA 86+83 OFFSET 15.2' LT CB #77 TYPE 1 W/ GRATE STA 72+93 OFFSET 14.6' RT 12" SD PVC 12" SD PP 12" SD PP 12" SD PP CB #76 TYPE 2 W/ SOLID LID STA 72+48 OFFSET 21.8' LT CB #73 TYPE 2 W/ SOLID LID STA 70+12 OFFSET 7.9' LT FOR PLAN AND PROFILE SEE DWG SD-13 SEE PROFILE B/SD-17 SEE PROFILE A/SD-17 1 1 NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-14-17.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO WINDSOR WAY NE STA 73+50 TO 75+76 SD-17 64 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186MATCHLINE STA - SEE DWG 73+50SD-16KEY MAP SCALE: 1" = 400'-0" PROFILE VERT SCALE: HORIZ A SD-161" = 20'-0" 1" = 5'-0" PROFILE VERT SCALE: HORIZ B SD-161" = 20'-0" 1" = 5'-0" CONSTRUCTION NOTES: EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. 1 16A 16B 7 5 +7 6 74+00 7 5 +0 0 WINDSOR PLACE NE EDMONDS AVE NEN O S T O R M IM P R O V E M E N T S O N T H IS P L A N NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE.BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18225 220 215 210 205 230 200 225 220 215 210 205 230 200CB #76RIM EL 215.96EX GRADE AT C/L OF PIPE ALIGNMENT IE 216.3 - 12" OUT (S) CB #78RIM EL 220.61EX 4" W, IE 212.49 , ESTIMATEDEX 8" SS, IE 204.82IE 211.8 - 12" OUT (SW)IE 211.8 - 12" IN (NE)IE 211.8 - 12" IN (SE)IE 212.9 - 12" IN (N)5 4 L F - 1 2 " S D P P S =6 .3 %1225 220 215 210 205 230 225 220 215 210 205 230 200200 EX GRADE AT C/L OF PIPE ALIGNMENT IE 214.90 - 12" OUT (N)CB #77RIM EL 220.29CB #76RIM EL 215.96IE 211.8 - 12" OUT (SW)IE 211.8 - 12" IN (NE)IE 212.9 - 12" IN (N)IE 211.8 - 12" IN (SE)EX 8" SS, IE 204.24EX 4" W, IE 212.81ESTIMATED8" W, IE 214.78EX GASIE 215.68ESTIMATED5 8 L F 1 2 " S D P P S =5 .3 %1 MATCHLINE STA - SEE DWG 802+10SD-1DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-18.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO VUEMONT PL NE STA 700+00 TO 702+00 AND STORM STRUCTURE TABLE SD-18 65 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 KEY MAP SCALE: 1" = 400'-0" STORM STRUCTURE TABLE STRUCTURE ID DRAWING STATION CB TYPE COVER/GRATE COR STD CB #1 SD-1 1+77 1 204.20 CB#2 SD-3 8+36 1 204.20 CB #3 SD-3 8+35 1 204.20 CB #4 SD-3 11+03 2 204.20 CB #5 SD-3 11+04 1 204.20 CB #6 SD-3 11+04 1 204.30 CB #7 SD-4 14+17 1 204.30 CB #8 SD-4 14+20 1 204.20 CB #9 SD-4 14+26 1 204.20 CB #20 SD-5 21+59 1 204.20 CB #21 SD-5 21+71 1 204.20 CB #22 SD-5 21+90 2 204.50 CB #30 SD-6 4+74 1 204.20 CB #31 SD-6 5+04 1 204.20 CB #32 SD-6 30+13 2 204.50 CB #33 SD-6 32+53 2 204.20 CB #34 SD-6 33+14 1 204.20 CB #35 SD-6 33+23 2 204.20 CB #36 SD-7 34+54 2 204.20 CB #37 SD-7 36+01 2 204.30 CB #38 SD-7 36+44 1 204.30 CB #39 SD-7 36+67 2 204.30 CB #40 SD-8 38+74 1 204.20 CB #41 SD-8 38+74 1 204.20 CB #42 SD-8 38+74 2 204.50 CB #43 SD-8 41+57 1 204.20 CB #44 SD-8 41+49 1 204.20 CB #45 SD-9 44+64 1 204.30 CB #46 SD-9 44+77 1 204.30 CB #50 SD-11 55+00 1 204.20 CB #51 SD-11 54+96 2 204.50 CB #52 SD-10 53+54 1 204.20 CB #53 SD-10 52+55 1 204.20 CB #54 SD-4 50+80 1 204.20 CB #55 SD-4 15+69 1 204.20 CB #56 SD-4 16+25 2 204.50 CB #57 SD-4 16+58 1 204.30 CB #58 SD-4 16+55 1 204.30 CB #60 SD-14 62+51 1 204.30 CB #61 SD-14 62+96 1 204.20 CB #62 SD-14 62+96 1 204.20 CB #70 SD-15 68+28 2 204.50 CB #71 SD-15 68+58 1 204.30 CB #72 SD-15 68+52 1 204.30 CB #73 SD-16 70+12 2 204.50 CB #74 SD-16 70+91 1 204.20 CB #75 SD-16 71+11 1 204.20 CB #76 SD-13 72+48 2 204.50 CB #77 SD-13 72+93 1 204.20 CB #78 SD-13 86+67 1 204.20 CB #79 SD-13 86+83 2 204.20 CB #80 SD-13 85+23 1 204.20 CB #81 SD-12 83+01 1 204.30 CB #82 SD-12 83+13 1 204.20 CB #83 SD-12 82+80 1 204.30 17 18 800+00 801+00 802+00 700+00701+00702+00BRONSON WAY NE VUEMONT PL NEN O S T O R M IM P R O V E M E N T S O N T H IS P L A N BRONSON B R O N S O N W A Y N E B RO N SO N VUEM ONT PL NE BRONSON WAY NE G R A N D E Y W A Y N E W IN D S O R NE 4TH STSUNSET BLVD NEPL NEWINDSOR PL NEEDMONDS AVE NEWAY NEW AY NESD-11SD-10SD-1SD-2S D -3 SD-4SD-5SD-6SD-7S D -8 SD-9SD-12 SD-13S D -1 4 S D-1 5 S D -1 6 S D-17 SD-18 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-19.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO GRANDEY WAY DITCH PLAN AND PROFILE SD-19 66 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 LEGEND: POTHOLE INFORMATION ON DWG G-12 XX520+00 21+00 CB #45 TYPE 1 W/ GRATE STA 20+13 CB #46 TYPE 1 W/ GRATE STA 20+46 18" SD PP 18" SD PP REMOVE EX CB GRANDEY WAYCB #47 TYPE 2 W/ GRATE STA 21+42.4 2 3 LIMITS OF CONSTRUCTION 1 4 6 8 8 7 CONSTRUCTION NOTES: PROTECT EXISTING BLOCK WALL IN-PLACE WITH TEMPORARY SHORING AS NECESSARY. REMOVE EXISTING BROKEN CONCRETE ROCKERY AND LOOSE SOILS IN EXISTING DITCH TO PREPARE TRENCH SUBGRADE AND SIDEWALLS. WITHIN PRIVATE PROPERTY SURFACE RESTORATION SHALL BE 12-INCHES OF TOPSOIL AND HYDROSEED PER SECTION 8-02 ROADSIDE RESTORATION. REMOVE PORTIONS OF EX 24" CMP AND EX 12" CONC SD SO THAT EX SD PIPES ARE FLUSH WITHIN NEW CB #47. CONNECT USING KOR-N-SEAL CONNECTIONS OR EQUAL. CONNECT EX PIPE TO NEW CATCH BASIN WITH FABRICATED SAND COLLAR OF SAME MATERIAL AS THE CONNECTING PIPE. EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. PROTECT EXISTING FENCES OR REMOVE, RETAIN, AND REINSTALL AS NECESSARY. PRESERVE AND PROTECT TREES. 1 2 3 4 NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE. 5 6 7 8 20+00 21+00 145 140 135 130 125 120 115 145 140 135 130 125 120 115 IE 124.6 - 18" IN (E)CB #46RIM EL 131.06IE 125.2 - 18" OUT (W)IE 128.0 - 18" IN (E)EX GRADE AT C/L OF PIPE ALIGNMENT 33 LF - 18" SD PP S=1.9%CB #47RIM 141.0IE 136.0 - 18" OUT (W)EX IE 138.7 - 12" CONC IN (E)EX IE 137.3 - 24" CMP IN (S)9 7 L F - 1 8 " S D P P S = 8 .3 %EX 124.6 - 18" OUT (W)EX 18" OUTFALL IE 122.7 8" WIE 127.61EX 24" SS, IE 127.18RIGHT OF WAYEX 12" SD IE 138.7 (INSIDE EX 24" SD)EX 24" SD IE 137.3P/LEX BLOCK WALL FINAL GRADE PROVIDE 6" MIN CLEARANCE W/ ETHAFOAM PAD 1 CB #45RIM EL 130.65EX 6" W, IE 127.24ESTIMATED4 5 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-20.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON WAY NE DITCH PLAN AND PROFILE SD-20 67 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 CONSTRUCTION NOTES: INSTALL QUARRY SPALL PAD AT OUTFALL, PER WSDOT STD SPECIFICATION 8-01.3(11). PROVIDE MINIMUM 1-FOOT DITCH FREEBOARD ABOVE BIRDCAGE INLET. EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. 1 NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE. 2 3 9 1 + 5 090+009 1 + 0 0 REMOVE VEGETATION AND INSTALL QUARRY SPALL DITCH, MATCH EXISTING GRADES AND SLOPE TO DRAIN TO CB #6 CB #4 TYPE 2 W/ GRATE STA 90+30 CB #5 TYPE 1 W/ GRATE STA 90+59 CB #6 TYPE 1 W/ BIRDCAGE INLET PER COR STD PLAN 234.20 STA 90+69 12" SD DI B R O N S O N W A Y N E LIMITS OF CONSTRUCTION 1 176 1 7 4 1 7 21703 90+00 91+00 165 160 155 150 170 175 180 CB #4RIM EL 169.47IE 167.0 - 12" OUT (N)IE 167.0 - 12" IN (S)IE 167.0 - 12" IN (W)29 LF - 12" SD DI S=1.0% EX GRADE AT C/L OF PIPE ALIGNMENT CB #5RIM EL 169.94IE 167.3 - 12" OUT (N)IE 167.3 - 12" IN (S)CB #6RIM EL 169.90IE 167.4 - 12" OUT (N)10 LF - 12" SD DI S=1.0% QUARRY SPALL DITCH, PER DETAIL 2/SD-228" W, IE 165.57EX 8" SS, IE 163.74OUTFALL IE 166.3 18 LF - 12" SD DI S=3.9% FINAL GRADE 1 EX 6" W, IE 166.06ESTIMATED8'1'EX GRADE RIGHT OF WAY EX GRADE 2 3 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-21.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO BRONSON WAY NE DITCH PLAN AND PROFILE SD-21 68 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 CONSTRUCTION NOTES: PROTECT EXISTING FENCES OR REMOVE, RETAIN, AND REINSTALL AS NECESSARY. REMOVE EXISTING BROKEN CONCRETE LINING, LOOSE SOILS, AND VEGETATION IN EXISTING DITCH TO PREPARE TRENCH SUBGRADE AND SIDEWALLS. WITHIN PRIVATE PROPERTY SURFACE RESTORATION SHALL BE 8-INCHES OF CSBC. REMOVE EXISTING ROCKERY TO PREPARE TRENCH SUBGRADE AND SIDEWALLS. CONTRACTOR SHALL ROUTE ANY SURFACE WATER FROM EXISTING BUILDINGS TO CB #7. EXISTING WATER SHALL BE ABANDONED IN PLACE AND PROPOSED WATER SHALL BE ONLINE AND OPERATIONAL BEFORE STORM STRUCTURE IS INSTALLED. BYPASS PUMP EXISTING STORM AS REQUIRED. CONNECT EX PIPE TO NEW CATCH BASIN WITH FABRICATED SAND COLLAR OF SAME MATERIAL AS THE CONNECTING PIPE. PROVIDE MINIMUM 1-FOOT DITCH FREEBOARD ABOVE BIRDCAGE INLET. PRESERVE AND PROTECT TREE. 1 2 3 4 5 6 NOTES: 1. CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 2. CATCH BASIN TYPE 2 PER COR STD PLAN 201.00 3. CATCH BASIN INSTALLATION PER COR STD PLAN 202.00 4. PIPE ZONE BEDDING AND COMPACTION PER COR STD PLAN 220.10 5. TYPICAL TRENCH AND BACKFILL PER COR STD PLAN 220.20 6. EXISTING STORM PIPES SHALL BE REMOVED WHEN LOCATED WITHIN 30 INCHES OF NEW STORM FACILITIES. 7. EXISTING STORM PIPES SHALL BE CAPPED WHERE SHOWN AND PLUGGED AND ABANDONED IN PLACE PER WSDOT STD SPEC 7-08.3(4) WHEN LOCATED FARTHER THAN 30 INCHES FROM NEW STORM FACILITIES. 8. EXISTING STORM STRUCTURES IDENTIFIED FOR REMOVAL SHALL BE REMOVED AND THE AREA RESTORED AS SHOWN ON THE RESTORATION SHEETS. 9. PIPE SLOPE SHOWN IN PROFILE VIEW IS CALCULATED FROM C/L OF STRUCTURE TO C/L OF STRUCTURE. 7 8 9 BIRD CAGE OVERFLOW STRUCTURE PER COR STD PLAN 234.20 STA 41+78CB #7 TYPE 1 W/ GRATE STA 40+59 18" SD PP REMOVE EX CB CB #9 TYPE 1 W/ GRATE STA 40+12.5 REMOVE EX CB 18" SD PP 18" SD PP BRONSON WAY NECB #8 TYPE 1 W/ GRATE STA 40+44 2 1 314+0015+0050+004 0 +0 0 41+00 4 2 + 0 0 43+00 300+00 5 LIMITS OF CONSTRUCTION 4 6 9 EX GRADE AT C/L OF PIPE ALIGNMENT BIRD CAGEOVERFLOWSTRUCTURERIM 163.016 LF - 18" SD PP S=8.3%CB #9RIM EL 157.45IE 153.2 - 18" IN (E)IE 154.4 - 18" OUT (W)CB #8RIM EL 158.1731 LF 18" SD PP CB #7RIM EL 159.25IE 155.7 - 18" IN (E)IE 155.7 - 18" OUT (W)IE 160.5 - 18" OUT (W)EX 18" OUTFALL IE 151.4 1 1 9 L F - 1 8 " S D PP S =4 .0 %EX 6" W, IE 154.15ESTIMATED8" W, IE 155.08FINAL GRADE EX IE 152.7 - 18" OUT (W)IE 152.6 - 18" IN (E)165 160 155 150 145 40+00 41+00 42+00 165 160 155 150 145 140 140 170 160 170 160EX SS, IE 146.46PROVIDE 6" MIN CLEARANCE W/ ETHAFOAM PAD 1.9%67 8 DATE: DRAWING NO: SHEET: DESIGNED: DRAWN: CHECKED: APPROVED: SURVEYED:FILENAME: S:\Cad\Renton\22-10795 Windsor Hills\Design\dwgs\P22-10795_SD-22.dwgCITY OF RENTON Planning/Building/Public Works Dept. SCALE: COR PROJECT NO: NO.REVISION BY DATE APPR OF: BHC Consultants, LLC 1601 Fifth Avenue, Suite 500 Seattle, Washington 98101 206.505.3400 206.505.3406 (fax) www.bhcconsultants.com 45243STATE O F WASHIN G T ONR E GI S T E R E DP ROF ESSIONAL E N G IN E ER REBL DAY O C HI LTREEECCAO V E WINDSOR HILLS UTILITY IMPROVEMENTS PROJECT MARCH 2024 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig 03/08/2024 ISSUED FOR BID MTM 03-2024 RLO STORMWATER DETAILS SD-22 69 85 B. Ochiltree, P.E. A. Cariaso R. Dorn, P.E. B. Ochiltree, P.E. AS SHOWN 27-04186 DEBRIS CAGE NOTES: 1. MAINTAIN 45 DEGREE ANGLE ON VERTICAL BARS AND 7" OC MAX SPACING OF BARS AROUND LOWER STEEL BAND. 2. METAL PARTS MUST BE CORROSION RESISTANT. QUARRY SPALL DITCH 2 SD-20SCALE: 1" = 1'-0" DETAIL QUARRY SPALLS, 16-INCH DEPTH, WSDOT 8-15.3(6) 1 2 1'-5"MIN WIDTH 5'-4"1 2.5 MAX 1 2 1 2.5 MAX 1 1 1 1 BIRD CAGE OVERFLOW STRUCTURE 1 SD-21NTS DETAIL PLAN SECTION A-A 6" THICK GRAVEL BACKFILL FOR PIPE ZONE BEDDING DEBRIS CAGE, SEE DETAIL 3 4 - 1" DIA WEEP HOLES 48" DIA TYPE 2 CATCH BASIN BASE 3'-0"1'-6"TYPQUARRY SPALLS PER WSDOT 8-15.3(6) 18" PP OUTLET PIPE FLOW FLOW FLOW AA 9'-0" 4 - 1" DIA WEEP HOLES 1' - 0" MINFREEBOARDPROVIDE MAINTENANCE ACCESS BY WELDING 4 CROSSBARS TO 4 VERTICAL BARS AS SHOWN. HING UPPER ENDS WITH FLANGES/BOLTS AND PROVIDE LOCKING MECHANISM (PADLOCK) ON LOWER END. LOCATE STEPS DIRECTLY BELOW. 3/4" DIAMETER SMOOTH BARS, EQUALLY SPACED (4" OC MAX) 4 HOOK CLAMPS EVENLY PLACED, SEE BELOW UPPER STEEL BAND 3/4" X 4" WIDE 48" DIAMETER TYPE 2 CATCH BASIN 3/4" DIAMETER SMOOTH ROUND BARS WELDED EQUALLY SPACED. BARS SHALL BE WELDED TO UPPER AND LOWER BANDS (22 BARS EVENLY SPACED). LOWER STEEL BAND 3/4" X 4" WIDE FORMED TO FIT IN GROOVE OF CB RISER STANDARD GALVANIZED STEPS OR LADDER 18" 16° TYP PLAN AA SECTION A-A DEBRIS CAGE DETAIL 3 SD-20SCALE: 1" = 1'-0" DETAIL SMOOTH VERTICAL BARS HOOK CLAMP ANCHORED TO CATCH BASIN RISER CATCH BASIN RISER 4 5 ° HOOK CLAMP 4 -SCALE: 1" = 1'-0" DETAIL 1+002+003+004+005+006+007+008+009+0010+0011+0012+0013+0014+0015+0016+0017+0018+0019+0020+0021+0022+0030+0031+0032+0033+0034+0035+0036+0037+0038+0039+0040+0041+0042+0043+0044+0045+0046+0047+0050+0051+0052+0053+0054+0055+0056+0057+0088+0179+8080+0081+0082+0083+0084+0085+0086+0087+0088+0075+7659+5060+0061+0063+0064+0065+0066+0067+0068+0069+0070+0071+0072+0073+0074+0075+00C39C40C46C47 800+00801+00802+00803+00804+00805+00806+00700+00701+00702+00702+9062+00DATE:DRAWING NO:SHEET:DESIGNED:DRAWN:CHECKED:APPROVED:SURVEYED:FILENAME: T:\Active Projects\Windsor Hills Utility (Renton) 2022-070\Design\Deliverables\2024-03-01 100%, IFB Submittal - Working\CAD\Windsor Hills Master Restoration4.dwg CITY OFRENTONPlanning/Building/Public Works Dept.SCALE:COR PROJECT NO:NO.REVISIONBYDATEAPPROF:WINDSOR HILLSUTILITY IMPROVEMENTS PROJECTMARCH 20241-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Brenda Velazquez LopezPhone: 206-773-5386TENWPROJECT #: 2022-070861:20ISSUED FOR BID03-2024EMSEMS03-08-2024RESTORATION KEY PLANR-170BVL/DVBDVBBVLEMS 1+002+003+004+005+006+007+0030+0031+0059+5060+0061+00803+00804+00805+00800+00701+00702+001+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0 0 10+ 0 0 11+00 12+ 0 0 13+00 14+00 15+00 16+00 17+00 18+0019+0020+0 021+0 022+0 0 30+0 0 31+00 32+0033+00 34+00 35+00 36+00 37+00 38+0 0 39+00 40+0 0 41+ 00 42+0 0 43+00 44+00 45+00 46+00 47+00 50+00 51+ 00 52+00 53+00 54+00 55+00 56+0057+00 88+01 79+80 80+0 0 81+00 82+00 83+0084+00 85+0086+00 87+00 88+0075+7 6 59+5 0 60+00 61+0 0 63+00 64+ 00 65+0 0 66+ 0 0 67+00 68+00 69+00 70+0071+ 0 0 72+0 0 73+0074+0075+00C39 C40 C46C47 800+00 801+00 802 + 0 0 803+ 0 0 804+00 805+00 806+00700+0 0 701+00702+0 0 702+90 62+0 0 DATE:DRAWING NO:SHEET:DESIGNED:DRAWN:CHECKED:APPROVED:SURVEYED:FILENAME: T:\Active Projects\Windsor Hills Utility (Renton) 2022-070\Design\Deliverables\2024-03-01 100%, IFB Submittal - Working\CAD\Windsor Hills Master Restoration4.dwg CITY OFRENTONPlanning/Building/Public Works Dept.SCALE:COR PROJECT NO:NO.REVISIONBYDATEAPPROF:WINDSOR HILLSUTILITY IMPROVEMENTS PROJECTMARCH 20241-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Brenda Velazquez LopezPhone: 206-773-5386TENWPROJECT #: 2022-070861:20ISSUED FOR BID03-2024EMSEMS03-08-2024BRONSON WAY NERESTORATION PLAN STA 1+00 TO 7+0071BVL/DVBDVBBVLEMSR-2 7+008+009+0010+0011+0012+0013+001+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0 0 10+ 0 0 11+00 12+ 0 0 13+00 14+00 15+00 16+00 17+00 18+0019+0020+0 021+0 022+0 0 30+0 0 31+00 32+0033+00 34+00 35+00 36+00 37+00 38+0 0 39+00 40+0 0 41+ 00 42+0 0 43+00 44+00 45+00 46+00 47+00 50+00 51+ 00 52+00 53+00 54+00 55+00 56+0057+00 88+01 79+80 80+0 0 81+00 82+00 83+0084+00 85+0086+00 87+00 88+0075+7 6 59+5 0 60+00 61+0 0 63+00 64+ 00 65+0 0 66+ 0 0 67+00 68+00 69+00 70+0071+ 0 0 72+0 0 73+0074+0075+00C39 C40 C46C47 800+00 801+00 802 + 0 0 803+ 0 0 804+00 805+00 806+00700+0 0 701+00702+0 0 702+90 62+0 0 DATE:DRAWING NO:SHEET:DESIGNED:DRAWN:CHECKED:APPROVED:SURVEYED:FILENAME: T:\Active Projects\Windsor Hills Utility (Renton) 2022-070\Design\Deliverables\2024-03-01 100%, IFB Submittal - Working\CAD\Windsor Hills Master Restoration4.dwg CITY OFRENTONPlanning/Building/Public Works Dept.SCALE:COR PROJECT NO:NO.REVISIONBYDATEAPPROF:WINDSOR HILLSUTILITY IMPROVEMENTS PROJECTMARCH 20241-800-424-5555 or 811UNDERGROUND SERVICECall 48 HoursBefore You DigTransportation Planning | Design | Traffic Impact & Operations11400 SE 8th Street, Suite 200, Bellevue, WA 98004 | Office (425) 889-6747Transportation Engineering NorthWestProject Contact: Brenda Velazquez LopezPhone: 206-773-5386TENWPROJECT #: 2022-070861:20ISSUED FOR BID03-2024EMSEMS03-08-2024BRONSON WAY NERESTORATION PLAN STA 7+00 TO 13+0072BVL/DVBDVBBVLEMSR-3 13+0014+0015+0016+0017+0018+0019+0050+0051+001+00 2+00 3+00 4+00 5+00 6+00 7+00 8+00 9+0 0 10+ 0 0 11+00 12+ 0 0 13+00 14+00 15+00 16+00 17+00 18+0019+0020+0 021+0 022+0 0 30+0 0 31+00 32+0033+00 34+00 35+00 36+00 37+00 38+0 0 39+00 40+0 0 41+ 00 42+0 0 43+00 44+00 45+00 46+00 47+00 50+00 51+ 00 52+00 53+00 54+00 55+00 56+0057+00 88+01 79+80 80+0 0 81+00 82+00 83+0084+00 85+0086+00 87+00 88+0075+7 6 59+5 0 60+00 61+0 0 63+00 64+ 00 65+0 0 66+ 0 0 67+00 68+00 69+00 70+0071+ 0 0 72+0 0 73+0074+0075+00C39 C40 C46C47 800+00 801+00 802 + 0 0 803+ 0 0 804+00 805+00 806+00700+0 0 701+00702+0 0 702+90 62+0 0 DATE:DRAWING NO:SHEET:DESIGNED:DRAWN:CHECKED:APPROVED:SURVEYED:FILENAME: T:\Active Projects\Windsor Hills Utility (Renton) 2022-070\Design\Deliverables\2024-03-01 100%, IFB Submittal - 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