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HomeMy WebLinkAboutzR-4363set0 LU 5 0 z 0 Q Ir LU 0 0 3 U 0 0 0 0 U L 0 0 U U / _ 0 / 0 CD Q U N 0 E 0 3 0 0 00 N 0 0 N / CD N 0 0 0 0 N N x E E Ln CD 0 N CD CONDITION OF APPROVAL: APPLICANT SHALL SUBMIT A LANDSCAPE PLAN TO THE DEVELOPMENT ENGINEERING PROJECT MANAGER FOR REVIEW AND APPROVAL SHOWING UTILITY BOX LOCATIONS (WITH LABELS) TO ENSURE PROPER SCREENING IS PROPOSED (IE COMPLY WITH LUA CONDITION # 1 3) PRIOR TO CONSTRUCTION TO CONSTRUCTION OF THE PROJECT LANDSCAPING AND UTILITY BOXES CONDITION OF APPROVAL: APPLICANT SHALL SUBMIT AN UPDATED SET OF LANDSCAPE PLANS TO THE DEVELOPMENT ENGINEERING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION OF THE PROJECT LANDSCAPING AND UTILITY BOXES SURVEY INFORMATION SURVEY BY SAM BASIS OF BEARINGS: HELD A BEARING OF NORTH 00'59'35" EAST ALONG THE WEST LINE OF THE NW 1/4, SECTION 9, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M. BETWEEN CITY OF RENTON CONTROL POINTS 57 AND 398. HORIZONTAL DATUM: NAD '83/'91 (WA NORTH ZONE) PER GPS HxGN SMARTNET, AS VERIFIED TO CITY OF RENTON CONTROL POINTS NO.'S 57 & 398 VERTICAL DATUM: ►_ :: LEGAL DESCRIPTION: PARCELI LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA22-000265, RECORDED AUGUST 25, 2022 RECORDING NO.20220825900001, IN KING COUNTY, WASHINGTON. PARCELII LOT 1 OF CITY OF RENTON LOT LINE REVISION NO. LLA 003-82, RECORDED APRIL 21, 1982 UNDER RECORDING NO.8204219003, IN KING COUNTY, WASHINGTON. PARCEL III LOT 2 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-003-82, RECORDED APRIL 21, 1982 UNDER KING COUNTY RECORDING NO. 8204219003, BEING ALL OF BLOCK 40, A PORTION OF TRACT 46C, A PORTION OF THE PUBLIC USE AREA AND A PORTION OF VACATED STREETS AS VACATED BY CITY OF RENTON ORDINANCE NOS. 2465 AND 2553, RECORDED UNDER KING COUNTY RECORDING NOS. 6471624 AND 6647013, RESPECTIVELY, ALL IN THE CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, RECORDS OF KING COUNTY, WASHINGTON. GENERAL AREA AND GRADING INFORMATION TOTAL AREA OF PROPERTY = 168,279 SF TOTAL AREA OF WORK = 168,279 SF TOTAL WEIGHT/VOLUME OF EXPORT = 2,045 TONS± / 1,461 CY± FILL = 4,283 TONS± / 3,059 CY± CUT = 6,328 TONS± / 4,520 CY± PER THE PROJECT GEOTECHNICAL REPORT, IF THE ON -SITE SOILS CANNOT BE SUCCESSFULLY COMPACTED AS STRUCTURAL FILL, SUITABLE SOIL SHOULD BE IMPORTED. THE IMPORTED SOIL INTENDED FOR USE AS STRUCTURAL FILL SHOULD CONSIST OF A WELL GRADED, GRANULAR SOIL WITH FINES CONTENT OF 5 PERCENT OR LESS. NOTE: EARTHWORK QUANTITIES PROVIDED FOR PERMITTING PURPOSES ONLY AND SHOULD NOT BE RELIED UPON FOR BIDDING. NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. SOLERA TOWNHOMES CIVIL CONSTRUCTION PERMIT RENTON, WASHINGTON SHEET INDEX SHEET NUMBER SHEET TITLE SHEET X OF 51 C0.00 COVER SHEET 1 C0.01 GENERAL NOTES 2 C0.02 GENERAL NOTES & ABBREVIATIONS 3 C2.00 BLOCK C HORIZONTAL CONTROL PLAN 4 C2.01 BLOCK D HORIZONTAL CONTROL PLAN 5 C3.00 BLOCK C SITE PLAN 6 C3.01 BLOCK D SITE PLAN 7 C4.00 BLOCK C TESC PLAN 8 C4.01 BLOCK D TESC PLAN 9 C4.10 TESC DETAILS 10 C4.11 TESC DETAILS 11 C5.00 BLOCK C GRADING PLAN 12 C5.01 BLOCK C GRADING PLAN 13 C5.02 BLOCK D GRADING PLAN 14 C5.10 COMMON SPACE ENLARGEMENT 15 C5.11 COMMON SPACE ENLARGEMENT 16 C6.00 BLOCK C ROAD & STORM DRAINAGE PLAN OVERVIEW 17 C6.01 BLOCK D ROAD & STORM DRAINAGE PLAN OVERVIEW 18 C6.10 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY A 19 C6.11 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY B 20 C6.12 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY B 21 C6.13 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY C 22 C6.14 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEYS D & E 23 C6.15 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEYS F & G 24 C6.16 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY H 25 C6.20 ROAD SECTIONS 26 C6.21 ROAD DETAILS 27 C6.30 STORM DETAILS 28 C6.31 STORM DETAILS 29 C6.32 STORM DETAILS 30 C6.33 STORM DETAILS 31 C7.00 BLOCK C COMPOSITE UTILITY PLAN 32 C7.01 BLOCK D COMPOSITE UTILITY PLAN 33 C7.10 WATER AND SEWER PLAN & PROFILE ALLEY A 34 C7.11 WATER AND SEWER PLAN & PROFILE ALLEY B 35 C7.12 WATER AND SEWER PLAN & PROFILE ALLEY B 36 C7.13 WATER AND SEWER PLAN & PROFILE ALLEY C 37 C7.14 WATER AND SEWER PLAN & PROFILE ALLEYS D & E 38 C7.15 WATER AND SEWER PLAN & PROFILE ALLEYS F & G 39 C7.17 WATER AND SEWER PLAN & PROFILE COURTYARD 40 C7.18 WATER AND SEWER PLAN & PROFILE COURTYARD 41 C7.20 SEWER & WATER DETAILS 42 C7.21 SEWER & WATER DETAILS 43 C7.22 SEWER & WATER DETAILS 44 C7.23 SEWER & WATER DETAILS 45 C7.24 SEWER & WATER DETAILS 46 • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. I REVISION SHEET INDEX SHEET NUMBER SHEET TITLE SHEET X OF 51 L2.01 OPEN SPACE PLAN 47 L2.02 COMPOSITE LANDSCAPE PLAN 48 L2.03 LANDSCAPE PLAN 49 L2.04 LANDSCAPE PLAN 50 L2.05 LANDSCAPE PLAN 51 L2.06 LANDSCAPE SCHEDULE AND NOTES 52 L2.31 LANDSCAPE DETAILS 53 L2.32 LANDSCAPE DETAILS 54 IL-01 FRONTAGE PHOTOMETRIC CALCULATIONS 55 OS-01 ON -SITE LIGHTING PLAN 56 OS-02 ON -SITE LIGHTING PLAN 57 OS-03 ON -SITE LIGHTING DETAILS 58 CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPLISHED AROUND ACTIVE PSE GAS AND ENERGIZED FACILITIES THAT ARE SERVING EXISTING CUSTOMERS. CONTRACTOR SHALL COORDINATE WITH PSE TO DETERMINE WHICH FACILITIES ARE ACTIVE AND ENERGIZED AND SHALL IMPLEMENT SAFETY PROCEDURES PER PSE REQUIREMENTS. CONTRACTOR SHALL COORDINATE WITH PSE TO ENSURE THAT FACILITIES ARE IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION. SURVEYED: ZLN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF DRAWN: RAG MDR 05/27/20241 JSF F CHECKED: MNIF BY DATE APPR aPP�vEo: JSF PROJECT LOCATIO1 PROJECT TEAM APPLICANT NEW HOME CO. 1700 NW GILMAN BLVD, SUITE 220 ISSAQUAH, WA 98027 PHONE: 503-899-8170 CONTACT: JADEN STOREDAHL EMAIL: JTTOREDAHL@NEWHOMECO.COM CIVIL ENGINEER KPFF 1601 FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98101 PHONE 206-622-5822 CONTACT: MICHELLE FREEMAN, PE EMAIL: MICHELLE.FREEMAN@KPFF.COM LANDSCAPE ARCHITECT CORE DESIGN, INC. 12100 NE 195TH ST. 300 BOTHELL, WA 98011 PHONE: 425-885-7877 CONTACT: LINDSEY SOLORIO EMAIL: LBS@COREDESIGNINC.COM CURRENT PARCEL OWNERS PARCEL NUMBER: NAME: ADDRESS: PARCEL NUMBER: NAME: ADDRESS: 722780-1785 SOLERA MANAGER LLC NE 12TH ST 98056 RENTON, WA 98056 VICINTY MAP SCALE 1" = 500'± ARCHITECT MILBRANDT ARCHITECTS 25 CENTRAL WAY, SUITE 210 KIRKLAND, WA 98033 PHONE: 425-458-2497 CONTACT: JESSE HADLEY EMAIL: jlh@milbrandtarch.com PROJECT SURVEYOR CORE DESIGN, INC. 12100 NE 195TH ST. 300 BOTHELL, WA 98011 PHONE: 425-885-7877 CONTACT: GLENN SPRAGUE, PLS EMAIL: GSPRAGUE@COREDESIGNINC.COM GEOTECHNICAL ENGINEER EARTH SOLUTIONS NW, LLC 1805-136TH PL NE, SUITE 201 BELLEVUE, WA 98005 PHONE 425-449-4704 CONTACT: RAYMOND COGLAS, PE UTILITY PROVIDERS: SANITARY SEWERS, STORM DRAINAGE, WATER CITY OF RENTON DEVELOPMENT SERVICES 1055 SOUTH GRADY WAY RENTON, WA 98057 (425) 430-7200 POWER AND NATURAL GAS PUGET SOUND ENERGY 10885 NE 4TH STREET, PARCEL NUMBER: 722780-1405 SUITE 1200 NAME: SOLERA MANAGER LLC PO BOX 97034 BELLEVUE, WA 98009-9734 ADDRESS: 975 HARRINGTON PL NE (425) 454-6363 RENTON, WA aQntia CURRENT PLANNING Ar IL AMorganroth 01 /05/2026 12/09/2025 722780-1235 SOLERA MANAGER LLC 2806 HARRINGTON PL NE RENTON, WA 98056 SEM 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.knff.com HORIZONTAL-;9;,e9,""�& CITY OF % -.dglw RENTON 1.R ONE INCH DATUM • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY TELEPHONE: CENTURY LINK 1600 7TH AVENUE SEATTLE, WA 98191 (800) 244-1111 REGIONAL FIRE AUTHORITY 04TD APPROVED cthomas 01/05/2026 R-436301 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY DEVELOPMENT ENGINEERING � �' JValdez 12/18/2025 HBray 12/31/2025 ' WASTEWATER UTILITY �' Surface Water Enginering jstowell 01 /02/2026 ' jfarah 12/31 /2025 ' DATE: SOLERA TOWNHOMES 05/30/202, FIELDBO 2842 NE SUNSET BLVD PAGE, OK: RENTON, WA 98056 PSE DRAWING NO: COVER SHEET CO'0 sHEET:1 oF:55 co M co 0 C) Liz ti M C> CD CD 4 CV Q J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. 3 U 0 0 0 0 U 0 -) U U 0 / 0 CD U / N a E 00 3 0 0 00 N 0 0 N / CD N 0 0 0 0 N N W I Lq CITY OF RENTON SURFACE WATER DRAINAGE NOTES: co FOR COR STD 267.00 & 267.10 cfl cM 1 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY p REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. LLJ ~ 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER W 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). IT SHALL BE THE SOLE 0 RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION = FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT >z NO ADDITIONAL COST TO THE CITY. O 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, Q ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING Ir WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO W CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED J ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL 0 REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 0 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS -BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. 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. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. 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. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. 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. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT -LOCKING 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. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM 16. LIDS OF MANHOLES/CATCH BASINS WITHIN PUBLIC RIGHT-OF-WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18. 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. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON -SITE BMPS. 20. 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. 21. 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. 22. 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. 23. 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 PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. 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. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT 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. 26. 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 TRAFFIC CONTROL SHALL APPLY. • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION 27. 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). 28. PLACEMENT OF SURFACE APPURTENANCES (CATCH BASIN/MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON -SLIP OR NON-SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. CONSTRUCTION SEQUENCE: 1. PRE -CONSTRUCTION MEETING. 2. POST SIGN WITH NAME AND PHONE NUMBER OF CSWPP/ESC SUPERVISOR (MAY BE CONSOLIDATED WITH THE REQUIRED NOTICE OF CONSTRUCTION). 3. FLAG OR FENCE CLEARING LIMITS. 4. INSTALL CATCH BASIN PROTECTION AND STORMWATER BMP AREA PROTECTION AS REQUIRED. 5. GRADE AND INSTALL CONSTRUCTION ENTRANCE(S). 6. INSTALL PERIMETER PROTECTION (SILT FENCE, BRUSH BARRIER, ETC.). 7. CONSTRUCT SEDIMENT PONDS AND TRAPS. 8. GRADE AND STABILIZE CONSTRUCTION ROADS. 9. CONSTRUCT SURFACE WATER CONTROLS (INTERCEPTOR DIKES, PIPE SLOPE DRAINS, ETC.) SIMULTANEOUSLY WITH CLEARING AND GRADING FOR PROJECT DEVELOPMENT. CONSTRUCT SWPPS CONTROLS IN ANTICIPATION OF SCHEDULED CONSTRUCTION ACTIVITY (E.G., CONCRETE -RELATED PH MEASURES FOR UTILITY, VAULT OR ROADWAY CONSTRUCTION). 10. MAINTAIN EROSION CONTROL MEASURES IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL AND MANUFACTURER'S RECOMMENDATIONS. 11. RELOCATE EROSION CONTROL MEASURES OR INSTALL NEW MEASURES SO THAT AS SITE CONDITIONS CHANGE THE EROSION AND SEDIMENT CONTROL AND POLLUTION PREVENTION IS ALWAYS IN ACCORDANCE WITH THE CITY'S EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON 0 TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, OR EQUIVALENT. 13. STABILIZE ALL AREAS THAT REACH FINAL GRADE WITHIN SEVEN DAYS. 14. SEED OR SOD ANY AREAS TO REMAIN UNWORKED FOR MORE THAN 30 DAYS. 15. UPON COMPLETION OF THE PROJECT, ALL DISTURBED AREAS MUST BE STABILIZED AND BMPS REMOVED IF APPROPRIATE. 16. APPLY DUST CONTROL (BMP C140), SAWCUTTING AND SURFACING POLLUTION PREVENTION (BMP 152). 17. COMPLETE MASS GRADING. SURVEYED: ZLN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF DRAWN: RAG MDR 05/27/20241 JSF F CHECKED: MNIF BY DATE APPR o: JSF 12/09/2025 CITY OF RENTON WASTEWATER STANDARD DETAILS: FOR COR STD 413 1. ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATIONS,AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS&SPECIFICATIONS.A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988.HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 UNLESS OTHERWISE APPROVED BY THE CITY.BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS. 3. A PRE -CONSTRUCTION CONFERENCE AND A 24-HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS,PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4. 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.AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT-OF-WAY. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS,METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6. ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19.122. A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION.THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES. 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12-INCHES,MAXIMUM DEPTH 18-INCHES,THOR000HLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY.THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL(9-03.19). 8. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE(PVC)RUBBER-GASKETED ASTM D 3034,SDR 35, C900/C905 OR DUCTILE IRON CLASS 50,UNLESS OTHERWISE APPROVED BY THE CITY. 9. SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE (WALL,BUILDING FOUNDATION,ETC.) UNLESS APPROVED BY THE CITY.IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE(WALL, BUILDING FOUNDATION,ETC.),IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412. 10. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE(WSDOT SPECIFICATION 9-03.9(3)AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 11. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS& SPEC IFICATIONS.THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE,UNYIELDING BASE.PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON -SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL. 13. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.knff.com OA,DHGRIZWH 1983%'99' CITY OF R-.d]W RENTON ONE INCH DATUM • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-436302 IN COMPLIANCE WITH CITY OF RENTON STANDARDS FHBray VELOPMENT ENGINEERING `" 12/31 /2025 %j I SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 GENERAL NOTES DATE: 05/30/202 FIELDBOOK: PAGE: DRAWING NO: C0.01 SHEET:OF: 2 55 co ti cM CO Ln U co M C)O O Liz ti 0 0 4 N Q J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. 3 U 0 0 0 0 U N 0 -) U U 0 0 CD U / N a E 0 3 0 E! 00 00 N 0 0 N CD N 0 0 0 0 N IV W W x ti m E E Ln CD N CD CITY OF RENTON EROSION CONTROL NOTES CITY OF RENTON WATER PLAN GENERAL NOTES: cn ABBREVIATIONS cfl (COR STD PLAN 268.00): (COR STD PLAN 300.00): co 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM 1. ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE AD AREA DRAIN PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS APPROX APPROXIMATELY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE BC BOTTOM OF CURB 0 CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE BE BOTTOM OF EXCAVATION ~ 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE BMP BEST MANAGEMENT PRACTICES OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR BOE BOTTOM OF EXCAVATION REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO BP BOTTOM OF POND MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. CONSTRUCTION. BW BACK OF WALL STORMWATER GENERAL PERMIT. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS CB CATCH BASIN NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 2. ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS CCR COORDINATED CIVIL REVIEW w 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1- 800-424- 5555 TO VERIFY UTILITY CL CENTERLINE 2 ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE LOCATIONS BEFORE BEGINNING EXCAVATION. CO CLEAN OUT 0 POST -PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED COMM COMMUNICATIONS = PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT -LADEN WATER 3. ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS COR CITY OF RENTON Z 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND INTO THE DOWNSTREAM SYSTEM. �� SHALL BE NEW AND UNDAMAGED, AND CATALOG CUTS FOR ALL MATERIALS SHALL BE DI DUCTILE IRON AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON- DOE DEPARTMENT OF ECOLOGY O PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING SITE. DOM DOMESTIC ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE DR DOOR Q MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY 4. ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, EL ELEVATION Ir CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR ELEC ELECTRICAL W PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS EX/EXIST EXISTING I J SUPERVISOR FOR THE DURATION OF CONSTRUCTION. THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. PER ANSI/ AWWA C110/ A21. 10- 82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE FD FRENCH DRAIN 0 WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 FDC FIRE DEPARTMENT CONNECTION 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR STANDARDS. FF FINISHED FLOOR CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL ON -SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE FG FINISHED GRADE MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND 5. MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FL FLOW LINE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK -OUT TO COMPACTION DURING CONSTRUCTION. FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH FS E FIRE SERVICE ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY FW FACE WALL SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1 ST), ALL DISTURBED AREAS DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. HIP HIGH POINT END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE INVERT ELEVATION PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE LID LANDING WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS DEFLECTION SHALL NOT EXCEED ONE- HALF OF PIPE MANUFACTURER'S SPECIFICATION LF LINEAL FEET 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF -SITE OR IN DESIGNATED TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT LP LOW POINT CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE SUBMITTED TO THE CITY FOR REVIEW. MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) LT ME LEFT MATCH EXISTING GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON -SITE DUMPING OF EXCESS IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 MECH MECHANICAL CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. MEP MECHANICAL ELECTRICAL TO PREVENT SEDIMENT -LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS PLUMBING 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND 6. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED MH MANHOLE CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO ON -SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND MMA METHYL METHACRYLATE SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, MON MONUMENT BE MAINTAINED IN A SATISFACTORY CONDITION UNTILSUCH TIME THAT CLEARING AND/OR PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS (OR SIMILAR PRODUCT) MAY BE N0. NUMBER NUMBE CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON -SITE EROSION HAS PASSED. ALL SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. NOS NOT TO SCALE SCALE NOT ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE PE ETHELYNE BEEN STABILIZED TO ENSURE POTENTIAL FOR ON -SITE EROSION DOES NOT EXIST. THE LANDSCAPED BEFORE OCTOBER 1ST. 7. ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH PIED PEDESTRIAN IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PIV POST INDICATOR VALVE BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF POC POINT OF CONNECTION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND PSE PUGET SOUND ENERGY 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO ROCKERIES IN CITY ROAD RIGHTS -OF -WAY SHALL BE CONSTRUCTED IN ACCORDANCE REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT R RADIUS POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS -OF -WAY SHALL BE / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE RD ROOF DRAIN CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN ROW RIGHT OF WAY 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED RT RIGHT REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION BOTH PRESSURE AND PURITY TESTING. SD STORM DRAIN PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SQ SQUARE FEET SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE 8. NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC SS SANITARY SEWER SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST SSS SANITARY SIDE SEWER IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ST SOUND TRANSIT NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE STA STATION ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR STD STANDARD TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. STW STORMWATER SYSTEM. TIC TOP OF CURB 9. THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND TESC TEMPORARY EROSION AND 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING SEDIMENTATION CONTROL FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE TP TOP OF POND EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE TW TOP OF WALL 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE TYP TYPICAL DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE W WATER 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE WQ WATER QUALITY SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND WSDOT WASHINGTON STATE DEPARTMENT SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. OF TRANSPORTATION 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. • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL JSF 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL JSF 0 CIVIL CONSTRUCTION PERMIT MDR NO. REVISION BY SURVEYED: ZLN DESIGNED: MDR 12/8/2025 JSF 08/31/2025 JSF °RPWN' RAG D5/27/2024 JSF CHECKED: DATE APPR APPROVED: JSF 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www_knff.com 12/09/2025 HORIZZOM� HAD 1983%1991 CITY OF R RENTON ONE INCH DATUM • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY �>z�c�.1Ec�•x� IN COMPLIANCE WITH CITY OF RENTON STANDARDS FWATER UTILITY DEVELOPMENT ENGINEERING j�Valdez 12/18/2025 HBray 12/31/2025 ' SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 GENERAL NOTES & ABBREVIATIONS DATE: 05/30/202 PAGE: C0.02 IT:OF: 3 55 co ti 1117- O Ln U co M C)O O Liz M O 0 4 CN J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. QD 0 LU — 3 U 0 0 N I n 0 U 0 U U c o+ 0 Q U N U a_ I E 0 3 0 a 0 co 00 N O O 0 N I 0 0 0 0 N E E CD N N 0 J� CA�O �q, i o� 0 o("-�'oF ,1 1001 - � s u SS"3+12.50 NE 10TH STREET STA 10+29�1 JEFFERSON AVE NE °6 , Goa � Q G 2 / y� 00 O �O %0 0 <�sJ� �ss EGG C) SS SS O ss C'o 0� �STA 256�.00, NE 10TH STREET FOUND PUNCH IN 1 3/4" BRASS,DISC I0"x4" CONC MO�'IN CASE 0.65'BELOW GRADE N: 185255.3565 E: 1307379.5505 SS �o O 6� N cS � f � I 1 1 r ❑ 11 � I N, _SC SD - �0=87°50'4711 -23=N R=15.00' 11+00 FOUND 'X' IN 1 34" BRASS DISC 4 IN 4"X4" CONIC MON IN CASE 21L-TAMPED 45174 20 8" TA 10+35.22. 1.60' RT I Cf%-CAIn- DD(1DDDTV I INID — — PROPERTY LINE — — ROW LINE ROW CENTERLINE BUILDING SETBACK LINE (BSBL) CURB PROPOSED ASPHALT PROPOSED CONCRETE • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION o��oyy M Lj as __0�------------------- --�os0 o I-------------- L - A1f%TCC• 1. EACH TOWNHOME UNIT CONSTRUCTED WITH A DRIVEWAY. ALL ON LOT TOWNHOME PARKING IS WITHIN BUILDING. 2. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED OTHERWISE. 3. THE PROPERTY BOUNDARY BEARINGS AND DISTANCES ARE SHOWN FOR REFERENCE ONLY. 4O THE BASIS FOR HORIZONTAL CONTROL IS THE TWO FOUND MONUMENTS IN NE 1 OTH STREET IDENTIFIED ON THE SURVEY BY AXIS, DATED 12/30/20. 5. SEE ROAD AND STORM DRAINAGE PLANS FOR CENTERLINE PROFILES. L. 7 �� pF WASgIitpff 1601 5th Avenue, Suite 1600 0 15' 30' 60' �`f9 �EGIST- 4 Seattle, WA 98101 �sSIONAL E��l 206.622.5822 1 inch = 30 feet / / 12 29 2025 www•kpff.com SURVEYED: SCALE: ZLN HORIZONTAL- NAD 1983/1991 CITY OF DESIGNED: JSF 12/8/2025 JSF MDR RENTON JSF 08/31/2025 JSF °�W"' R G ONE INCH DATUM MDR OS/27/2024 JSF CHECKED: AT AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY JSF 0 N U H LU Lu 2 LU Lu z O Q z z O U O LL SEE GRADING PLANS FOR CURB RETURN AND CURB RAMP INFORMATION. SEE LANDSCAPE PLANS FOR PLANTINGS, FURNISHINGS, JOINTING, AND SCORING. ALL ROADWAYS IN 16.0' UTILITY AND ACCESS EASEMENT UNLESS OTHERWISE NOTED. R-436304 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Iff �ID HBray 12/31 /2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 BLOCK C HORIZONTAL CONTROL PLAN DATE: 05/30/202 PAGE DRAWING NO: C2.00 SHEET: OF. 55 co ti 1117— CD LLO U co coco O O C>D Liz M O O N J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. M CD CM Lu H LLI 5 O z O Q rr LU �O� V/� J 3 U 2 O O N I n 0 0 U i O U U i 0 0 Q i N I E 0 0 0 d N O co 00 N O O N CD O N 1 0 0 O 0 N N E E N cV O N N 0 i.0' I 3BL O C:� LU C"I CV U br) C14 F— -0ao W CV) I— w 00 o 0 _ Lf) U) U) LEI LU U) z O Q Z F— Z O U O LL STA 251+63.98, NE 10TH STREET FOUND PUNCH IN 1/4" BRASS PLUG IN CONC IN CASE 0.9' BELOW GRADE COR #398 -0 N : 183800.1320 o , E:1306144.4140 °�,C < 4'4FUC — r m C." SD 00 o -SD Cn N32°13 '- --- w =c \ W W —_ - 223.96' _ —� I3' ,� 0=86°31'38"---\ L=47.57' R=31.50' 4 I FOUND PUNCH IN 2 3/4" BRASS DISK 07BELOW GRADE COR #57 <° N:186452.8650 E:1306190.3960 °1-0 °s v n -SD D w v v \ (yF .00 4'S8°48, 2 1 123.1g, �. t.` PC 52+86.64 ' w 6 0' w � / a R=5.00' C"! pp / CO o a PT 52+32.00 10 v J 30.00' �s lop N35041'58"E 160.59' 0 ROW LINE (TYP) 19+00 JEFFERSON AVE NE \ PT1A+r,AA • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION SUIVZLN DESIGN MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF ° RAG MDR 05/27/2024 JSF CHECKW: MNIF BY DATE APPR APPROVED: JSF LEGEND: \ — — PROPERTY LINE p� R� 8, ROW LINE 'Als F — ROW CENTERLINE CURB ��- �- PROPOSED ASPHALT PROPOSED CONCRETE 0=00°00'00° L=23.56> D R=1 .0` NOTES: 9-Y� \ �\ 1. SEE SHEET C2.00 FOR HORIZONTAL CONTROL NOTES. oe STA 54+01.76 ALLEY C= o STA 20+74.93 JEFFERSON AVE NE v 0 15' 30' 60' 1 inch = 30 feet ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE AAOORDINMY R-4:5b7 5U!D S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS WA oy to DEVELOPMENT ENGINEERING _� HBray 12/31/2025 'R 39847 1601 5th Avenue, Suite 1600 IST- ���4 Seattle, WA 98101 SSIONAL206.622.5822 12/29/2025 www.kpff.com DAM CITY OF SOLERA TOWNHOMES 05/30/202 RENTON 2842 NE SUNSET B LV D FIELDBOOK' RENTON, WA 98056 PAN ' oRAwINc Na Planning/Building/Public works Dept. BLOCK D HORIZONTAL CONTROL PLAN C2'0 1 SHEET. OF. 55 M ti M O O Ln CV U CM CD 06 ti 0 O N J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. M QO M 0 w U) LU 5 O 2 Z O Q w I O cn 3 d c/) O O I E n c 0 U C O U U c o+ Q U N U a_ O QJ E O L C 3 0 a Q> 0 co r7 00 N O O 0 N I 0 O O 0 N E E Cl- CD N O 0 LEGEND: — — PROPERTY LINE w w WATER MAIN —SD—SD— STORM MAIN PROPOSED ASPHALT — — ROW LINE � �H WATER FITTINGS ■ ■ 8 CATCH BASIN ROW CENTERLINE —SS—SS— SEWER MAIN • CLEANOUT Y.:::,_ :,'?.; ..,` '�`' 'Y� PROPOSED CONCRETE -360 PROPOSED CONTOUR O SANITARY SEWER MANHOLE -------- UTILITY EASEMENT i� BIORETENTION PLANTER CURB • Call 811 • . two business days before you dig 2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL JSF 1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL JSF 0 CIVIL CONSTRUCTION PERMIT MDR NO. REVISION BY SURVEYED: ZLN DESIGNED: MDR 12/8/2025 JSF 08/31/2025 JSF DRAWN: RAG D5/27/2024 JSF CHECKED: MNF DATE AP P R APPROVED: JSF 0 15' 30' 60' 1 inch = 30 feet ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY pF WASgI1q)ff o Ago 39847 1601 5th Avenue, Suite 1600 �9 GISTEg�� ��`�4 Seattle, WA 98101 �sSIONAL E��l 206.622.5822 12/09/2025 www•kpff.com CITY OF RENTON Planning/Building/Public Works Dept. z O H a z i= z O U O U- 0 01i U H W W co W W co R-436306 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ID HBray 12/31 /2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 BLOCK C SITE PLAN DATE: 05/30/202 PAGE C3.00 rr:OF: 6 55 co ti M O O Ln N U co M O O C>D ry 0— Lid ti M O O O N Q J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. M O CM Lu H W 5 O Z O Q rr w I O Cn E LEGEND: 'C Me z O H a z z O 0 fe O U- 0 0 M t� H W W 2 N W W co PROPERTY LINE ROW LINE ROW CENTERLINE PROPOSED CONTOUR w w WATER MAIN --mH WATER FITTINGS ss ss SEWER MAIN O SANITARY SEWER MANHOLE SD -SD— STORM MAIN m m ® CATCH BASIN • CLEANOUT rr^^^ ^7r77r 1j BIORETENTION PLANTER CURB • Call 811 • • two business days before you dig . Y ' PROPOSED ASPHALT PROPOSED CONCRETE SURVEYED: ZLN DESIGN MDR 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL JSF 12/8/2025 JSF 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL JSF 08/31/2025 JSF ° RAG 0 CIVIL CONSTRUCTION PERMIT MDR 05/27/2024 JSF CHECKED: MNIF NO. REVISION BY DATE APPR APPROVED: JSF 0 15' 30' 60' 1 inch = 30 feet 12/09/2025 mm 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.knff.com I -A CITY OF + \\RENTON �FNrOONE INCH AT FULL Plan• i • • blic WorksDept. F INIOT ONE INCH SCALE ACOORDNIXY R-436307 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EHBraly ENT ENGINEERING M' 12/31/2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 BLOCK D SITE PLAN DATE: 05/30/202 FlELDBOOr. PAGE: DRAWING NO: C3.01 SNEEr7 OF. 55 M ti M O O Ln CV U CM M CD O M ry 0— LO ti M O O O 4 N Q J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. E E CD N CD M 0 s PROPERTY � LINE (TYP) ---- - - -------- o o _ s ,�--- -- - INTERCEPTOR ��--/-CHE DAM T -SWALE (TYP) LIMITS OF I RUCTION \- - "(o -C- .'I �--------- ���-- +00 — — s. r el xv, 0, w 0 �s z O LU J 0 0 sq P & PUM (hb-D LOCA CONCRETE ,,WASHOUT PAN s, 41ELD LOCATE) ,<\(2) 21,4W,41 j4l 000 G) � DIMENff ANK Is LOCATE) f- s� O0 O <0 `, oo. �o o ro <C'- 'O LEGEND: — — PROPERTY LINE >... >... -FM-FM- LIMITS OF DISTURBANCE TEMPORARY CONSTRUCTION FENCE SILT FENCE TREE PROTECTION INTERCEPTOR SWALE FORCE MAIN BUILDING STRUCTURAL PAD ELEVATION AInTF:c- TEMPORARY CULVERT 1. INSTALL CATCH BASIN INSERTS IN STABILIZED AREAS. 2. ADJUST AND MAINTAIN EXISTING CONSTRUCTION FENCING AS NEEDED TO PROTECT THE SITE —� FLOW DIRECTION AND ACCOMMODATE THE WORK. CCHECK DAM 3. APPLY HYDROSEED WITH TACKIFIER TO EXPOSED SOILS IN DISTURBED AREAS AND SLOPES TO STABILIZE SOILS AND PREVENT EROSION. SUMP & PUMP 8. INSTALL INTERCEPTOR SWALES WITH CHECK DAMS TO DIRECT RUNOFF FROM DRAINAGE ■ CATCH BASIN INSERT AREAS AND CONVEY THE RUNOFF TO THE SUMP AND PUMP. STABILIZED CONSTRUCTION 9. IF CONSTRUCTION ENTRANCES ARE NOT PREVENTING SEDIMENT FROM BEING TRACKED �o�Qo�o�Qo ENTRANCE ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE IMPLEMENTED SUCH AS INCREASING THE DIMENSIONS OF THE ENTRANCE AND/OR ........................•••••• APPROXIMATE BUILDING PAD THE INSTALLATION OF A WHEEL WASH OR WASH PAD. 12. INSTALL OUTLET PROTECTION AT THE OUTLETS OF ALL PIPES, DITCHES, CULVERTS, OR OTHER APPROVED CONVEYANCES, AND WHERE RUNOFF IS CONVEYED TO NATURAL OR MANMADE DRAINAGE FEATURES. 13. CONTRACTOR SHALL MONITOR DISCHARGE FLOW AND WATER QUALITY OF DISCHARGE INTO THE CITY'S STORM SYSTEM TO MEET ECOLOGY'S AND CITY OF RENTON'S TURBIDITY DISCHARGE AND PH REQUIREMENTS PER THE SWPPP. • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION S CONTRACTOR TO PROTECT EXISTING BIORETENTION FACILITIES FROM SEDIMENTATION AND COMPACTION. IF THE BIORETENTION FACILITIES ARE IMPACTED DURING CONSTRUCTION, THE CONTRACTOR SHALL RESTORE THEM TO THEIR FULLY FUNCTIONING CONDITION. RESTORATION OF THE BIORETENTION PLANTERS MUST INCLUDE REMOVAL OF SEDIMENT AND SEDIMENT -LADEN SOILS, AND REPLACING THE REMOVED SOILS WITH SOILS MEETING THE CITY OF RENTON BIORETENTION SOIL DESIGN SPECIFICATIONS. SURVEYED: ZLN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF °RPWN' RAG MDR 05/27/20241 JSF cHECKEDMNF BY DATE APPR APP�vEo: JSF 15. REFER TO SHEET C0.01 AND C0.02 FOR COR TEMPORARY EROSION AND SEDIMENT CONTROL NOTES AND CONSTRUCTION SEQUENCE 16. TESC MEASURES SHOWN ARE THE MINIMUM NECESSARY. CONTRACTOR SHALL IMPLEMENT ADDITIONAL MEASURES AS NECESSARY TO COMPLY WITH ALL WA DOE AND CITY OF RENTON REQUIREMENTS. V 0 15' 30' 60' 1 inch = 30 feet ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY s. pF WASgI1q)ff 39847 1601 5th Avenue, Suite 1600 -ISTEg�� ��`�4 Seattle, WA 98101 �sSIONAL E��l 206.622.5822 12/09/2025 www.kpff.com CITY OF PRI RENTON NXW Planning/Building/Public Works Dept. z 0 Q z z 0 U 0 U_ Ir- NT H w W 2 N W W co R-436308 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING Iff 1ID HBray 12/31 /2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 BLOCK C TESC PLAN DATE: 05/30/202 PAGE: DRAWING NO: C4.00 SHEET:OF: $ 55 co ti O CD Liz U Liz ti C> O N J 0 NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. M c9 M 0 w U) LU 5 O 2 Z O Q w I 0 U) 01 CU Cn LJ O O I E n c 0 U O U U c O� Q U N U CL O E o 3 0 0 co co N O O N 0 N 1 0 O O 0 N E E Cl- CD N CD SILT FENCE (TYP) i LEGEND: — — PROPERTY LINE LIMITS OF DISTURBANCE TEMPORARY CONSTRUCTION FENCE SILT FENCE TREE PROTECTION >' ' ' >' - ' INTERCEPTOR SWALE -FM-FM-FORCE MAIN XXX.XX BUILDING STRUCTURAL PAD ELEVATION AInTFc- TEMPORARY CULVERT SEE SHEET C4.00 FOR TEMPORARY EROSION AND SEDIMENT CONTROL NOTES ----W FLOW DIRECTION CCHECK DAM SUMP & PUMP ■ CATCH BASIN INSERT 160 STABILIZED CONSTRUCTION ENTRANCE ........................•••••• APPROXIMATE BUILDING PAD • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION SURVEYED: ZLN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF °RPWN' RAG MDR 05/27/20241 JSF CHECKED: MNIF BY DATE APPR o: JSF 0 15' 30' 60' 1 inch = 30 feet ONE INCH AT FULL SCALE IF NOi ONE INCH SCALE ACCORDINGLY pF WASgIlqpff o 39847 1601 5th Avenue, Suite 1600 -IST- Seattle, WA 98101 10NAL E206.622.5822 12/09/2025 www.kpff.com CITY OF PRI RENTON NXW Planning/Building/Public Works Dept. R-436309 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ff 1ID HBray 12/31 /2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 BLOCK D TESC PLAN DATE: 05/30/202 PAGE: DRAWING NO: C4.01 SHEET* OF:55 co ti M O O Ln N U co M O O C>D ry n Liz ti M O O O N Q J LU 5 0 2 Z 0 I— rr W J �0 V i 3 co U cn w o_ U E t5 n c 0 U 0 0 U U c 21 U) 0 i 0 0 Q i N !n L CL 0 00 0 a 0 00 N O O N O O O O N O O O O N i E E COL cV 0 N 0 cm DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 2"x2" 14 GAUGE WIRE, OR EQUIVALENT, IF STANDARD STRENGTH FABRIC USED FILTER FABRIC i 6' MAX. i POST SPACING MAY BE INCREASED 4"x4" MIN. TRENCH TO 8' IF WIRE BACKING IS USED BACKFILL TRENCH WITH NATIVE SOIL OR 3/4" TO 1-1/2" WASHED GRAVEL 2"x4" WOOD POSTS, STEEL FENCE POSTS, OR EQUIVALENT (TYP.) 2' MIN. 12" MIN. II 'I u NOTES: 1. CONDITIONS OF USE 1.1. SILT FENCE MAY BE USED DOWNSLOPE OF ALL DISTURBED AREAS. 1.2. SILT FENCE IS NOT INTENDED TO TREAT CONCENTRATED FLOWS, NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERLAND FLOW. ANY CONCENTRATED FLOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT TRAP OR POND. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. THE GEOTEXTILE USED MUST MEET THE STANDARD LISTED BELLOW. A COPY OF THE MANUFACTURER'S FABRIC SPECIFICATIONS MUST BE AVAILABLE ON SITE. ADS (ASTM D4751) 30-100 SIEVE SIZE (0.60-0.15mm) FOR SILT FILM 50-100 SIEVE SIZE (0.30-0.15mm) FOR OTHER FABRICS WATER PERMITTIVITY (ASTM D4491) 0.02 SEC -' MINIMUM GRAB TENSILE STRENGTH (ASTM D4632) 180 LBS. MIN. FOR EXTRA STRENGTH FABRIC 100 LBS. MIN. FOR STANDARD STRENGTH FABRIC GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) ULTRAVIOLET RESISTANCE (ASTM D4355) 70 % MIN. 2.2. STANDARD STRENGTH FABRIC REQUIRES WIRE BACKING TO INCREASE THE STRENGTH OF THE FENCE. WIRE BACKING OR CLOSER POST SPACING MAY BE REQUIRED FOR EXTRA STRENGTH FABRIC IF FIELD PERFORMANCE WARRANTS A STRONGER FENCE. 2.3. WHERE THE FENCE IS INSTALLED, THE SLOPE SHALL NOT BE STEEPER THAN 2HAV 2.4. IF A TYPICAL SILT FENCE IS USED, THE STANDARD 4"X4" TRENCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 INCHES OF THE SILT FENCE FABRIC IS WELL BURIED AND SECURE IN A TRENCH THAT STABILIZES THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE. 2.5. FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTOURS WHENEVER POSSIBLE. 3. MAINTENANCE STANDARDS 3.1. ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY. 3.2. IF CONCENTRATED FLOWS ARE EVIDENT UPHILL OF THE FENCE, THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT TRAP OR POND. 3.3. IT IS IMPORTANT TO CHECK THE UPHILL SIDE OF THE FENCE FOR SIGNS OF THE FENCE CLOGGING AND ACTING AS A BARRIER TO FLOW AND THEN CAUSING CHANNELIZATION OF FLOWS PARALLEL TO THE FENCE. IF THIS OCCURS, REPLACE THE FENCE OR REMOVE THE TRAPPED SEDIMENT. 3.4. SEDIMENT MUST BE REMOVED WHEN SEDIMENT IS 6 INCHES HIGH. 3.5. IF THE FILTER FABRIC (GEOTEXTILE) HAS DETERIORATED DUE TO ULTRAVIOLET BREAKDOWN, IT SHALL BE REPLACED. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 214.00 • PUBLIC WORKS PRO D: DEPARTMENT SILT FENCE GqZ 9/28/2018 Public Works Admi is -to, DATE SILT FENCE NTS C4.00, C4.01 : 4 5 An NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 INSTALL DRIVEWAY CULVERT IF THERE IS A ROADSIDE DITCH PRESENT, AS PER CITY ROAD STANDARDS EX S� NO PO PO 4"-8" QUARRY SPALLS 12" MIN. THICKNESS CONSTRUCTION ENTRANCE NOTES: 1. DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. 2. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15' MIN. PROVIDE FULL WIDTH OF INGRESS/EGRESS AREA 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZE/CONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30 % MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS. HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 215.10 Aoft PUBLIC WORKS APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 V"A Public Works Administrator DATE STABILIZED CONSTRUCTION ENTRANCE NTS • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL JSF 1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL JSF 0 CIVIL CONSTRUCTION PERMIT MDR NO. REVISION BY SURVEYED: ZILN DESIGNED: MDR 12/8/2025 JSF 08/31/2025 JSF °RPWN' RAG D5/27/2024 JSF CHECKED: MNIF DATE APPR APPROVED: JSF C4.00, C4.01 :45 M ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SEDIMEN- DRAINAGE GRATE (RECTANC BI ISOMETRIC VIEW sS TE DEVICE NOTES: 1. PROTECTION 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 CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 .• PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GqZ 9/28/2018 Public Works Administrator DATE CATCH BASIN INSERT pF WASgI ® o 39847 1601 5th Avenue, Suite 1600 -IST- Seattle, WA 98101 10NAL E206.622.5822 12/09/2025 www.kpff.com CITY OF RENTON 1.R Planning/Building/Public Works Dept. NTS C4.00, C4.01 : 4 5 All R-436310 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �ID HBray 12/31 /2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 TESC DETAILS DATE: 05/30/202 PAGE: C4.10 :ET:10 OF.55 Liz M O O O 1 Izzi- Q co C-O co 0 w LU 5 0 2 Z 0 I— rr Uj J �0�/� VJ 3 co J U co LLJ I U E t5 n c 0 U c 0 U U - o+ U) i 0 0 Q U / N to 0 3 0 a 0 00 CN N O O N tT O tT O N O O O O N i E E CD CD N 0 0 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 LEVEL BOTTOM 12" M �2'MIN.� SWALE SPACING DEPENDS ON SLOPE GRADIENT 2 2 MAX. MAX. 1 F �1 NOTES: 1. CONDITIONS OF USE 1.1. REQUIRED AT: 1.1.1. THE TOP OF ALL SLOPES IN EXCESS OF 3H:1V AND WITH MORE THAN 20 FEET OF VERTICAL RELIEF. 1.1.2. AT INTERVALS ON ANY SLOPES THAT EXCEEDS THE DIMENSIONS SPECIFIED BELOW. AVERAGE SLOPE SLOPE PERCENT FLOW PATH LENGTH 20H:1V (OR LESS) 3-5 % 300 FEET (10 TO 20)HA V 5-10 % 200 FEET (4TO10)HAV 10-25% 100FEET (2 TO 4)H:1 V 25-50 % 50 FEET 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. FOR SLOPES STEEPER THAN 2HAV WITH MORE THAN 10 FEET OF VERTICAL RELIEF, BENCHES MAY BE CONSTRUCTED OR CLOSER SPACED INTERCEPTOR SWALES MAY BE USED. THE DESIRED MEASURE MUST BE DESIGNED BY AN ENGINEER TO EFFECTIVELY INTERCEPT THE HIGH VELOCITY RUNOFF TO A SEDIMENT POND OR TRAP. 2.2. CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED. 3. MAINTENANCE STANDARDS 3.1. DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY. 3.2. IF THE FACILITIES DO NOT REGULARLY RETAIN STORM RUNOFF, THE CAPACITY AND/OR FREQUENCY OF THE SWALES SHALL BE INCREASED. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NITS) STD. PLAN - 217.10 • PUBLIC WORKS PPR o: DEPARTMENT INTERCEPTOR SWALE GqZ 9/28/2018 1 ( Rl IRUIV Public Works AEmiois-to, DATE INTERCEPTOR SWALE NTS 04.00, C4.01 :45 AN NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 SECTION A NOTES: 1. CONDITIONS OF USE 1.1. WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR TRAPS. 1.2. TO CONVEY RUNOFF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NON -EROSIVE DISCHARGE POINT. 2. MAINTENANCE STANDARDS 2.1. ANY SEDIMENT DEPOSITION OF MORE THAN 6 INCHES SHALL BE REMOVED SO THAT THE CHANNEL IS RESTORED TO ITS ORIGINAL DESIGN CAPACITY. 2.2. THE CHECK DAMS SHALL BE EXAMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS. IF SCOURING AND EROSION HAS OCCURRED, AFFECTED AREAS SHALL BE PROTECTED BY RIPRAP OR AN EROSION CONTROL BLANKET OR NET. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 217.40 PR PUBLIC WORKS PPR D: DEPARTMENT DITCH CHECK DAMS GqZ 9/28/2018 Public Works Aftin-ato, DATE CHECK DAM • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION NTS SURVEYED: ZLN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF °RPWN' RAG MDR 05/27/2024 JSF CHECKED: MNF BY DATE APPR APPROVED: JSF C4.00, C4.01 :45 AN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 6" SEWER PIPE WITH BUTTERFLY VALVES 8'x8' SUMP WITH 5' OF CATCH TO ACCOMMODATE CLEANING BY TRACKHOE 15' ATB APRON TO PROTECT GROUND FROM SPLASHING WATER — 2%SLOPE I 5HAV J J 15' 15' 6" ATB OVER CRUSHED BASE MATERIAL OR 8" ATB OVER A GOOD SUBGRADE — 3" TRASH PUMP WITH FLOATS ON SUCTION HOSE 2" SCH 40 1 1/2" SCH 40 FOR SPRAYERS u MIDPOINT SPRAY o wa I I NOZZLES, IF NEEDED 75 5HAV 2%SLOPE LOCATE INVERT OF TOP PIPE 12" TO 14" ABOVE BOTTOM OF WHEEL WASH 8'x8' SUMP TO ACCOMMODATE CLEANING BY TRACKHOE 5' ATB CONSTRUCTION ENTRANCE BALL VALVE (TYP.) ASPHALT CURB ON THE LOW ROAD SIDE TO DIRECT WATER BACK TO POND PLAN VIEW 6" SLEEVE UNDER ROAD 20' 15' i ELEVATION VIEW DRAIN PIPE WITH BUTTERFLY VALVE 18. T EVEL,12TO 14" DEEP 50' 6" SLEEVE �12'� CURB 3' SECTION A NOTES: 1. CONDITIONS OF USE 1.1. WHEN A STABILIZED CONSTRUCTION ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, WHEEL WASHING IS GENERALLY AN EFFECTIVE EROSION AND SEDIMENT CONTROL METHOD AND BMP WHEN INSTALLED WITH CAREFUL ATTENTION TO TOPOGRAPHY. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. USE A LOW CLEARANCE TRUCK TO TEST THE WHEEL WASH BEFORE PAVING. EITHER A BELLY DUMP OR LOWBOY WILL WORK WELL TO TEST CLEARANCE. 2.2. MIDPOINT SPRAY NOZZLES ARE ONLY NEEDED IN VERY MUDDY CONDITIONS. 2.3. POLYACRYLAMIDE (PAM) ADDED TO WHEEL WASHWATER AT A RATE OF 0.25-0.5 POUNDS PER 1,000 GALLONS OF WATER INCREASES EFFECTIVENESS AND REDUCES CLEANUP TIME. IF PAM IS ALREADY BEING USED FOR DUST OR EROSION CONTROL AND IS BEING APPLIED BY A WATER TRUCK, THE SAME TRUCK MAY BE USED TO CHANGE THE WASHWATER. 3. MAINTENANCE STANDARDS 3.1. THE WHEEL WASH SHOULD START OUT EACH DAY WITH CLEAN, FRESH WATER. 3.2. THE WASHWATER SHOULD BE CHANGED A MINIMUM OF ONCE PER DAY. ON LARGE EARTHWORK JOBS WHERE MORE THAN 10 TO 20 TRUCKS PER HOUR ARE EXPECTED, THE WASHWATER WILL NEED TO BE CHANGED MORE OFTEN. 3.3. WHEEL WASH OR TIRE BATH WASHWATER SHALL BE DISCHARGED TO A SEPARATE ONSITE TREATMENT SYSTEM, SUCH AS A CLOSED -LOOP RECIRCULATION SYSTEM OR LAND APPLICATION, OR TO THE SANITARY SEWER SYSTEM WITH PROPER APPROVAL AND/OR PERMITS FROM KING COUNTY AND THE CITY OF RENTON. UNLESS OTHERWISE NOTED, DRAWING IS NOTTO SCALE (NTS) STD. PLAN - 215.00 • PUBLIC WORKS WHEEL WASH AND PAVED PPR °: DEPARTMENT CONSTRUCTION ENTRANCE GqZ 9/28/2018 Public Works AEmiois-to, DATE WHEEL WASH �� pF WASgI 39847 1601 5th Avenue, Suite 1600 �EGISTEg�� ���4 Seattle, WA 98101 IONAL E206.622.5822 12/09/2025 www.kpff.com HGRIZOMA-N D 1983/11991 Altlil, CITY OF AR RENTON Planning/Building/Public Works Dept. NTS C4.00, C4.01 :45 AN R-43631 1 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 12/31 /2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 TESC DETAILS DATE: 05/30/202 PAGE: DRAWING NO: C4.1 1 SHEET:OF. 11 55 M M O C) 1 CYr' l^i I..L Liz co C) C) 1 4 N Q NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. 3 0 0 L0 _ 0 L 0 U U C N 0 0 0 CD Q U i N N a_ E 0 3 0 E! 0 00 N 0 0 N 0 N 0 0 0 0 N N W I L4 E E a L0 cV O N cr 0 0 C ° -9 �� - o�ss� / SEE GRADING M 01 / ENLARGMENT M / / / \ o rA SEE GRADING C5.10 ENLARGMENT O � LL.I Q� i co ♦-, BSBL 344.95 TOS: 347.10 cYj o " �b \ = a FFE: 345.58 ° TOS: 347.03 00 % ° �• 5 FFE: 347.73 \/ o v TOS: 344.95 ®� . CM v� \ FFE: 345.51 LU TOS:344.88 \/ a FFE:347.73 ° FFE:347.66 TOS:346.82 4 _ TOS: 346.75 o ' �O Q FFE: 345.58 � �/ � ) a a Z \ a a TOS: 344.66 �\ FFE: 345.51 TOS:344.59 _ ° o / 0 o -° O ���G�>>�� / �,° �� U ov d v vv y TOS:346.54 / �0 G� s \ o TOS: 346.47 d > FFE: 347.73 I Z 0 FFE:345.51 � TOS:344.39 �� � � � � � � �� w G� S\ \ ° ® FFE:347.66 LO S V o FFE: 345.58y v Q w C �\ \ TOS: 344.32 ��. V � M co FFE: 347.66 ��ca TOS: 346.26 0 Z 6 �9 P I / TOS: 346.19 6 6 FFE: 347.73 BL OCK C O �� s� \ \ FFE: 345.51 TOS: 344.11 ° `�� 34j r ~ o ° d �.. 55 Q6 63 Z a ,1 FFE:345.58 0. "J�`� 6O 0 < \ ' 1 .........:.............................. v v E... .... .... ... ... c^ ......... G ..... ..... ......... X a ➢ 6V\ C�Dca. OG - I rQ4. n,Dc... o ,.................... �, �o ° 4 Q Q. � �� � J � ........ .....E w. LLn .....v.... vDp v v o0 oqr -.._b o.. .. ° ..° �' 8•. v 4 77 o 45+00 �p5 3 00 46+00- �D� ��1 Ui CD s9�� , `,off TOS:343.23 i�. 2 - ALLEY B - w ��� ��� = o 00� O F09S \ FFE: 343.86 6, _6 91 U) o <o `90 TOS: 344.47 TOS: 44.99 TOS: 345.27 �O TOS: 346.23 TOS: 346.48 TOS: 346.63 TOS: 347.00 3 0 TOS344.62 0 0 0 0 0 TOS:347.28 w x �" N � TOS:342.85 '' ,�,�0� TOS:344.19 TOS:345.95 0Cn ° ' FFE:345.90 FFE:345.90 FFE:345.90 FFE:345.90 0 0 FFE:347.91 FFE:347.91 FFE:347.91 FFE:347.91 c FFE: 345.90 g . 6' FFE: 47.91 FFE: 47.91 FFE: 343.86 "' S 5� 52 TOS: 342.54 �� 5 58 ��rQ 5 9� 55 �Q69 �Q z : E 60 55 90 3� 6 5 E s °o °� = 3��' �� 342 I 66 ME)± o d ° 46.47 ME)± O� �. �� ( 3 °"�ss o°, SEE ROAD AND o� i oooos�` n°` � D SD SD 41 SD- SHEETS F - ��<° PLANTER DING (TYP) w w w w w W EFFERSON AVE NE (n �� SS S_SS S SS SS SS c, \00 PO \ - nor 1 NOTES: LEGEND: 1. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. 5. ON -SITE SOILS MAY BE USED FOR STRUCTURAL FILL ONLY IF VISUALLY INSPECTED AND APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. ON -SITE SOILS SHALL BE FREE OF - - PROPERTY LINE BUILDING SETBACK LINE 2. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT ORGANIC MATERIAL AND COMPACTED PER THE REQUIREMENTS OF NOTE 3 ABOVE. GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, - - ROW LINE TOS:345.27 TOP OF SLAB ELEVATION 2018. 6. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. - ROW CENTERLINE FFE:345.90 FINISHED FLOOR ELEVATION 3. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL 1-01 CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND 7. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. UNIT LOT NUMBER REINFORCING. 8. BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. SEE ARCHITECT'S 362 PROPOSED CONTOUR 4 UNIFORMSTRUCTURAL FILL SHALL BE PLACED IN TH C NESS AND COMPACTED TO A MINIMUM OF 95% 0 FOIIPLANS FOR FINAL ELEVATIONS. THE SOIL MAXIMUM DRY DENSITY 3A666 FINISHED GRADE SPOT ELEVATION ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER 9. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. DISCREPANCY PRIOR TO CONSTRUCTION. • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION SURVEYED: ZLN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF DRAWN: RAG MDR 05/27/20241 JSF CHECKED: MNIF BY DATE APPR APPROVED: JSF CURVE C BOC EL PC STA 29+82.00, 8.00' LT (ALLEY A) 343.77 1 /4 343.74 1 /2 343.65 3/4 343.55 PT STA 44+54.45, 8.00' LT (ALLEY B) 343.50 0= 90°00'00" R= 10.00' L= 15.71' CURVE C BOC EL PC STA 30+18.00, 8.00' LT (ALLEY A) 343.21 1 /4 343.32 1 /2 343.47 3/4 343.63 PT STA 44+54.45, 8.00' LT (ALLEY B) 343.81 0= 90°00'00" R= 10.00' L= 15.71' CURVE 0 BOC EL PC STA 45+68.47, 8.00' LT (ALLEY B) 345.21 1 /4 345.42 1 /2 345.46 3/4 345.60 PT STA 69+82.00, 8.00' RT (ALLEY D) 345.79 0= 90°00'00" R= 10.00' L= 15.71' CURVE C BOC EL PC STA 69+82.00, 8.00' LT (ALLEY D) 345.79 1 /4 345.73 1 /2 345.70 3/4 345.79 PT STA 46+04.47, 8.00' LT (ALLEY B) 345.73 0= 90000,001, R= 10.00' L= 15.71' R-43631 2 S IN COMPLIANCE WITH CITY OF RENTON STANDARDS �@S�r DEVELOPMENT ENGINEERING HBray 12/31 /2025 39847 1601 5th Avenue, Suite 1600 0 10, 20' 40' 'I'o�y �EGIST~;g��`�4 Seattle, WA 98101 IONAL E206.622.5822 1 inch = 20 feet 12/09/2025 www.kpff.com SCALE: DATE. "°KRONA. NAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202, RENTON 2842 NE SUNSET BLVD FlELDBOOK: A94' RENTON, WA 98056 WING NO: ONE INCH DATUM • AT FULL SCALE Planning/Building/Public Works Dept. C5.00 IF NOT O SCALE ACCORDINGLY NE INCH BLOCK C GRADING PLAN sHEEr12 oF:55 co ti MO LO U coco co O 00 ti O O N NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. co CD co Lu H W 5 O z O I— rr LU O 3 0 0 L0 0 U L U) 0 U U c .N 0 0 Q i N N I F- 0 3 0 0 co 00 N O O rn rn 0 N I 0 0 O 0 N N W I L4 E E cV O N cr O 0 NOTES: SEE NOTES ON C5.00 SEE GRADING ENLARGMENT 0 R Q �D Z H Z BLOC 0 U............................................ .._...._......L ............ 0 LL............. ........... .... . . Ui W ALLEY B W Cn W S:346.63 TOS:347.00 U) 1 . \ c+rr nnnninin sa LCall 811 two business days before you dig FERSOCA' 2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION NE — I — LEGEND: 35�91> Z 0 W � Z Z H 0 0 LL N O 50+00 Lo W W W W U) — — PROPERTY LINE BUILDING SETBACK LINE — — ROW LINE TOS:345.27 TOP OF SLAB ELEVATION ROW CENTERLINE FFE:345.90 FINISHED FLOOR ELEVATION UNIT LOT NUMBER 362 PROPOSED CONTOUR 3�666 FINISHED GRADE SPOT ELEVATION SURVEMZLN DMIGN MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF ° RAG MDR 05/27/2024 JSF cNEGKO: MNIF BY DATE APPR APPROVED: JSF 0 10, 20' 40' 1 inch = 20 feet 12/09/2025 SEM 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www-knff-cnm i CITY OF \\F RENTON �FNTOanning/Building/Public Works Dept. CURVE Q BOC EL PC STA 47+23.79, 8.00' LT (ALLEY B) 347.74 1/4 348.03 1 /2 348.04 3/4 348.25 PT STA 79+82.00, 8.00' RT (ALLEY E) 348.41 0= 90°00'00" R= 10.00' L= 15.71' CURVE © BOC EL PC STA 79+82.00, 8.00' LT (ALLEY E) 348.41 1/4 348.73 1 /2 348.36 3/4 348.50 PT STA 47+59.79, 8.00' LT (ALLEY B) 348.46 0= 90°00'00" R= 10.00' L= 15.71' CURVE 0 BOC EL PC STA 48+79.54, 8.00' LT (ALLEY B) 351.35 1/4 351.25 1 /2 351.15 3/4 351.35 PT STA 89+82.00, 8.00' RT (ALLEY F) 351.52 0= 90°00'00" R= 10.00' L= 15.71' CURVE ® BOC EL PC STA 89+82.00, 8.00' LT (ALLEY F) 351.52 1/4 351.48 1 /2 351.47 3/4 351.66 PT STA 49+15.54, 8.00' LT (ALLEY B) 352.07 FA—=89-58'55" R= 10.00' L= 15.71' R-436313 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING AAr'` % HBray 12/31/2025 IL SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 BLOCK C GRADING PLAN DAM 05/30/202 nmDBWK: PAGE: GR MNG Na C5.01 SNEEr13 OF. M ti M O Ln CV U CM M 0 C:) / W LO M 4 N Q J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. M CD CM 0 LLJ H (/) W 5 O Z O Q rr W I O a, 3 d 0 0 L0 0 0 _ _ 0 U U 0, 0 0 U CV 0 a_ V) E 0 0 0 a 0 co 00 N 0 0 N rn rn rn rn 0 N 0 0 0 0 N E E cV 0 N 0 0 CURVE Q BOC EL PC STA 50+85,42, 8.00' LT (ALLEY C) 354.68 1/4 354.60 1 /2 354.52 3/4 354.44 PT STA 99+82,00, 8.00' RT (ALLEY G) 354.36 0= 90°00'00" R= 10.00' L= 15.71' CURVE 0 BOC EL PC STA 99+82.00, 8.00' LT (ALLEY G) 354.89 1/4 354.90 1 /2 355.10 3/4 355.19 PT STA 51+21.42, 8.00' LT (ALLEY C) 355.58 0= 90°00'00" R= 10.00' L= 15.71' CURVE 0 BOC EL PC STA 152+52,86, 8.00' RT (ALLEY H) 356.80 1/4 356.93 1 /2 357.07 3/4 357.20 PT STA 52+56.57, 8.00' LT (ALLEY C) 357.33 0= 148°43'38" R= 5.00' L= 12.98' CURVE 0 BOC EL PC STA 52+86.64, 8.00' RT (ALLEY C) 357.65 1/4 357.60 1 /2 357.52 3/4 357.41 PT STA 53+33.76, 8.00' RT (ALLEY C) 357.28 0= 90°00'00" R= 22.00' L= 34.56' AInT1Zc- SEE NOTES ON C5.00 �00 Z O H Q Z_ H Z O U O U— qr— L6 C.� H —7 LLLLJ L1 +00 w- w SD LEGEND: — — PROPERTY LINE — — ROW LINE i 362 3�6 66 • Call 811 • • two business days before you dig ROW CENTERLINE UNIT LOT NUMBER PROPOSED CONTOUR TOS: 345.27 FFE: 345.90 FINISHED GRADE SPOT ELEVATION 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION BUILDING SETBACK LINE TOP OF SLAB ELEVATION FINISHED FLOOR ELEVATION SURVEMZLN DMIGN MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF ° RAG MDR 05/27/2024 JSF cNEGKO: MNIF BY DATE APPR APPROVED. JSF 0 10, 20' 40' 1 inch = 20 feet 12/09/2025 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www_knff_com HORIZONTAL HAD 1983/1991 CD CITY OF \\RENTON 4FN�0X- AT i Planning/Building/Public Works Dept. R-436314 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EHB:raly ENT ENGINEERING M' 12/31/2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 BLOCK D GRADING PLAN DAM 05/30/202 PAGE: DRAWING NO. C5.02 SNEEr14 OF. M M 0 0 Ln CV U CM M CD 0 06 ti 0 0 0 N Q J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. M O CM Lu H W 5 O z O Q rr LU O 3 d U 0 0 0 L 0 U U i 0 0 Q N a U) E 0 3 0 a 0 00 N O O N O O 0 N CD CD O N N E E 00 cV O N 0 0 KEY PLAN NTS �I �� 3 3 348--�— — ............ i k — � r347 --/ v 2�1 b ���� FFE: 350.41 u 346 v v D • . � . v . � 0[3"4�00 � .S P 34650 �°'1 0o25 FFE: 347.66 V o FFE:345.58 0 3' 3 • D o D 3445 FFE:347.73 15 3441Q D v o D FFE:350.41 D v 0 V FFE:347.73 w /Z) • � ... • v, o FFE: 347.66 v D FFE: 345.58 U D `pI L D v Q4V•SQ,v D • 3S0143s Ul 3 A v D . 3�6 po 3 , D 34 .50 D ' v FFE: 350.41 D D : 17 D: 344•10 o p . FFE: 347.73 V v 0 D Dv .10 v I D' FFE: 347.66 v v o 0 FFE: 345.58 V D M20 D � v � d . .% ���5 FFE: 350.41 v FFE. 347.66 3so3 v FFE:347.734s50 o s • D 3 D v12 n D 346 5Q D v 31k� 34j6 __ ____________ _ FFE:345.58 Q-------------- H44. o v D — - --- I `�410 D �— --ILI— I L W — —w� I — — — — — — — — — — ------ L---- --- -- — —------p v G L v v v D v 34410 D v v 0700 0 v D D q COMMON SPACE BETWEEN BLOCK C BUILDINGS ENLARGEMENT SCALE: 1 "=10' A C5.00 • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION 4A ALLEY B n 1/ 1 4 1 COMMON SPACE BETWEEN BLOCK C BUILDINGS ENLARGEMENT SURVEMZLN DESIGN MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF Dom' RAG MDR 05/27/202 JSF CHECKEDMNF BY DATE APPR �PRa�o: JSF SCALE: 1 "=10' 47+00 C -0' B C5.00 R-436315 S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS oF WAA �SXj����1Tff CURRENT PLANNING E:1 ENT ENGINEERING c +1111 y 12/31/2025 5 AMorganroth 01 /05/2026 39847 1601 5th Avenue, Suite 1600 0 5' 10' 20' o �EC1 TEg�`�4 Seattle, WA 98101 IONAL E� 206.622.5822 1 inch =10 feet 12/09/2025 www.kpff.com DAM ENE HORIZONTAL- HAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202, VRRENTON 2842 NE SUNSET BLVD FlELD90m, N'RENTON, DRAWING NO. WA 98056 PAGE ONE INCH DAT U M ATFlNISCALE Planning/Building/Public Works Dept. COMMON SPACE ENLARGEMENT C5' IF NOT ONE INCH SCALE ACCORDINGLY sHEEr19 OF. M ti M O O Ln CV U CM M 0 O M LO M O 0 N Q O O L C 3 0 a 0 cn r7 00 N O O N O CJ� CY) CD O N O O O O N i m E E a 00 r7 cV O N cr O U QJ 0 3 O O co E n 0 U i O U U c o+ Q U N U a_ O QJ E 0 L C 3 0 a Q> 0 co r7 00 N O O 0 N I 0 O O 0 N E E 00 CD N CD M QD M � <�� ss �o x x �o 0 A o�o��ss LU P— o o so \ � IP s s F \ 090o G \ i w>� o 0 z ss s9 o 1:L Lid 0-1, V , o� o<oo 0 Q Fo LU o o <� oo O � (V-11 SD so Q s: o �a�ss O O 0 9 cp �o 00 G� �o . LEGEND: 90, oo ° tI �v /000 F0 i — — PROPERTY LINE — — ROW LINE ROW CENTERLINE UNIT LOT NUMBER 360 PROPOSED CONTOUR —SD—SD—STORM MAIN • CATCH BASIN CLEANOUT BIORETENTION PLANTER (BP) BIORETENTION OUTFALL NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. ' a ' PROPOSED ASPHALT PROPOSED CONCRETE CONCRETE SHINER CURB • Call 811 • . two business days before you dig ILIIQ1: I NO FOOTING DRAINS ARE PROPOSED. IF FOOTING DRAINS ARE ADDED THEY SHALL BE CONNECTED DOWNSTREAM OF ALL BMP'S. 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL JSF 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL JSF 0 CIVIL CONSTRUCTION PERMIT MDR NO. REVISION BY SURVEYED: ZLN DESIGNED: MDR 12/8/2025 JSF 08/31/2025 JSF DRAWN' RAG D5/27/2024 JSF CHECKED: MNF DATE APPR �PRI�: JSF c � -aS oo - 0 15' 30' 60' 1 inch = 30 feet ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY co I-- 0, M 9ti9�°<` o o a �° Ln M n 111 CV U - - - - - -- T� ---- �� 9 �. S. pF WASgI1q)ff o Ago 39847 1601 5th Avenue, Suite 1600 -ISTEg�� ��`�4 Seattle, WA 98101 �sSIONAL E��l 206.622.5822 12/09/2025 www.kpff.com CITY OF RENTON Planning/Building/Public Works Dept. W Z O Q o �z 0 V -� 50- O U- r V to H W W Cn W W to 0 -I- SS - R-436317 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ID HBray 12/31 /2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 BLOCK C ROAD & STORM DRAINAGE PLAN OVERVIEW DATE: 05/30/202 PAGE C6.00 : OF. 1 � 55 coco co 0 C>D M C-O M 0 w U) LU 5 O 2 Z O Q W I O U) 3 O O CO I E n c 0 U C O U U c o+ Q U N U a_ O QJ E O L C 3 0 a Q> 0 co r7 00 N O O 0 N I 0 O O 0 N E E CL 00 LO CD N 0 CD LEGEND: 360 z O a z i= z O U O LL 0 0 cfl U H W W Cl) W W N PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER PROPOSED CONTOUR SD SD STORM MAIN CO CATCH BASIN CLEANOUT BIORETENTION PLANTER (BP) BIORETENTION OUTFALL NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. ' a ' PROPOSED ASPHALT PROPOSED CONCRETE CONCRETE SHINER CURB • Call 811 • . two business days before you dig SURVEYED: ZLN DESIGNED: MDR 2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL JSF 12/8/2025 JSF 1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL JSF 08/31/2025 JSF °�W"' R G 0 CIVIL CONSTRUCTION PERMIT MDR 05/27/2024 JSF CHECKED: MNF NO. REVISION BY DATE APPR APPROVED: JSF �� pF WASgIitpff Ago 39847 1601 5th Avenue, Suite 1600 0 15' 30' 60' 'f'ofy �EGIST- Seattle, WA 98101 10NAL E��l 206.622.5822 1 inch = 30 feet 12/09/2025 www.kpff.com SCALE: VERTICAL. HORIZONTAL- NAD 19W/1991 CITY OF RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-436318 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �ID HBray 12/31 /2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 BLOCK D ROAD & STORM DRAINAGE PLAN OVERVIEW DATE: 05/30/202 FIELDBOOK: PAGE DRAWING NO: C6.01 SHUT:OF: 1 Q 55 co coco CD O 06 Lid ti co O O O N Q J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. 0 LU 0 LU 5 O z O Q rr LU I O 0 Q w J Q 0 0 U L 0 U U c 2, N 0 0 CD U N a E 0 _ 3 0 a 0 0 N 0 0 N CD N 0 0 0 0 N N 4I E :_ CD 0 N cr CD 0 PROPERTY LINE (TYP) 360 355 350 345 340 335 330 325 320 v Icc I< F LG 2H:1V ' MAX C SEE SHEET C6.11 FOR CONTINUATION CB #11, TYPE 1 STA. 69+92.05, 124.72' RT RIM=343.61 6" IE IN=342.78 (NE) Uj 6" IE OUT=342.75 (SE) PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE -1.50% -------------------------------------------- MATCH EXISTING CB #3, TYPE 2-48", GRADE (TYP) STA. 44+51.34 RIM=344.11 12" IE IN=338.96 (NE) 6" IE IN=339.46 (SW) 12" IE OUT=338.96 (SE) I 0 0 0 0 0 M W Q W J J a 0 0 0 0 + 0 co Q F- Cn 0- c� co m W J J Q PLANTER CELL WEIR WALL / II STA. 30+20.39, 15.65' LT 6" IE OUT=342.61 CB #2, TYPE 1 STA. 30+57.00, 15.00' LT RIM=341.98 12" IE IN=335.67 (NW) co 12" IE OUT=335.67 (SW) J W F6"DI@0.47% 71 LF12'fSp@462% T -1.63% I` 00 CO + O co F- a_ 2 LU Z .32 as QLJ Iz O o NLJ U- W 12LF12"SD@1.00% ROW LINE(TYP) YT( P) II rn co Y M M m J Q NN W C/1 � W 0 z p rn c' U - Cn W ++ W 2i O Q CO z O co 0 Q w U- LL w J J Q 12 LF 12" SD @ 1.00% CB #1, TYPE 2-48", n4 SOLID LOCKING LID, EX 29 LF CONNECT TO EXISTING STUB 12" SD STA. 30+59.92, 11.37' RT @ 1.00% RIM=342.50 12" IE IN=334.34 (NE) EX. 12" IE OUT=334.34 (SE) PH 1 EX CB (S), TYPE 2-48" RIM=341.23 12" IE IN=334.05 (NW) O d) N co T� Cp M <t p M M M N O O M -4 nl CV Chi nl nl CV CV CV <t �1 <t �1 <F ",I-� <I- <F <F <F <F M co M co c"M co M m c"M m M c"M m c"M m M M M 29+20 29+60 30+00 30+40 30+80 Call 811 two business days before you di 0L gg 31+20 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION ALL STORM IS PRIVATE UNLESS OTHERWISE INDICATED ON THESE PLANS 360 355 350 345 340 335 330 325 320 SURVEYED: ZLN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF °RPWN' RAG MDR 05/27/20241 JSF CHECKED: MNF BY DATE APPR aPP�vEo: JSF II III ;I�■ ■ ■� �■ 1 ��ii � I� II rim: III I- �O KEY PLA ti NTS LEGEND: 1. ALL CATCH BASINS WITHIN ROADWAY SECTION SHALL BE ON CENTERLINE AND CONSTRUCTED WITH SOLID LOCKING LIDS, PROPERTY LINE /ROW LINE UNLESS NOTED OTHERWISE. - - O2 CHANNEL DRAIN SHALL BE 6" WIDTH ADS DURASLOPE (0.7% - ROW CENTERLINE SLOPE) WITH 8" MIN DEPTH AT HIGH END, AND WITH CAST IRON GRATE. UNIT LOT LINE O3 CONTRACTOR SHALL PROTECT BIORETENTION AREA DURING UNIT LOT NUMBER CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. NO CONSTRUCTION STORMWATER SHALL BE PERMITTED TO ENTER BIORETENTION PLANTERS. CONTRACTOR SHALL BE PROPOSED ASPHALT RESPONSIBLE TO RECONSTRUCT BIORETENTION PLANTER SHOULD FOULING OR COMPACTION OCCUR. O4 CONNECT TO EXISTING STORM STUB. CONTRACTOR SHALL PROPOSED GRAVEL CONFIRM LOCATION AND ELEVATION OF STRUCTURE AND CONNECTED PIPES AND NOTIFY ENGINEER OF ANY o DISCREPANCIES PRIOR TO CONSTRUCTION. e p p PROPOSED CONCRETE 6 . 5. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITH LESS THAN 12" CLEARANCE. CURB 6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE PVC C900 PER WSDOT STANDARD SPECIFICATIONS C9.30.1(5)A 360 PROPOSED CONTOUR UNLESS INDICATED OTHERWISE. ®❑ a O m CATCH BASIN 7. ALL STORM DRAINAGE PIPE 8" OR SMALLER SHALL BE PVC SDR35 PER WSDOT STANDARD SPECIFICATIONS 9-05.1(5) • CLEANOUT UNLESS INDICATED OTHERWISE.:........................................................................... :.................................................... : BIORETENTION PLANTER ::............: : 8. ALL BIORETENTION OVERFLOW CB'S SHALL HAVE A MIN. 6" ........................................................................... : RAISED DI BEEHIVE/DOMED GRATE. BIORETENTION OUTFACE 9. AREA DRAINS SHALL BE NYOPLAST 12" DRAIN BASIN W/ DOMED CAST IRON GRATE, AND MIN. 1' SUMP. �# BIORETENTION ID 10. ROOF DRAINS SHALL BE 2% MIN. SLOPE. ALL ROOF SIDEWALK INLET rl 3 DOWNSPOUT CONNECTIONS SHALL INCLUDE A 6" CLEANOUT �33 WITH A CAP FLUSH TO FINISHED GRADE. BIORETENTION BOTTOM UPHILL DOWNHILL OVERFLOW OVERFLOW 8" CONNECTED NUMBER # AREA (SF) BOTTOM BOTTOM CB ELEV. OUTLET TO ELEV. ELEV. (CB RIM) IE C1 173 342.61 341.48 #4 341.98 336.98 CB #2 R-436319 S IN COMPLIANCE WITH CITY OF RENTON STANDARDS W@S�r 0 10 20 40 �� o oy DEVELOPMENT ENGINEERING �ID - � HBray 12/31 /2025 1 inch = 20 ft. HORZ - �' 39847 1601 5th Avenue, Suite 1600 0 2.5 5 10 'I'p�y �`'EGIST- Seattle, WA 98101 �SSIONAL E206.622.5822 1 inch = 5 ft. VERT www•kpff.com 12/09/2025SCALE: DATE. HORIZONTAL: NAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202, RENTONFIELD2842 NE SUNSET BLVD PAGE. OK: RENTON, WA 98056 LNG N0 ONE INCH • AT FULL SCALE DATUM Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN AND PROFILE C 6. O IF NOT ONE INCH SCALE ACCORDINGLY ALLEY A sHEEr:19 oF:55 co ti M �O N U coco co O of n CO 0 N Q J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. M QD 1 0 LU I-- LLU G O >z O Q W I O 3 i m w _ .s 0 U U o+ 0 0 Q N E o 3 0 a o co oo N O O m m m rn 0 N O O O O N N E :_ CD N CD 0 5 4 2 SEE SHEET C6.10 FOR CONTINUATION SEE SHEET C6.14 FOR CONTINUATION SEE SHEET C6.10 FOR CONTINUATION 360 355 350 345 340 335 330 325 21 SD W SD + Q U ss 47+00 I 1 N W 1 LU LJJ = z cn W = W U N v n C 1 1 CB #11, TYPE 1 69+92.05, 124.72' RT LO CDSTA. RIM=343.61 ti co co o 0 6" IE IN=342.78 (NE) CoEXISTING PH1 � co6" IE OUT=342.75 (SE) II co00 m GRADE C/, C/, AD #1, TYPE 1 CD 0 Q � AT CENTERLINE 0° Q LO STA. 69+71.77, 92.16' RT co � o Cf) co w PROPOSED RIM=343.71 Q Q GRADE J Q J Q� " 6IE OUT=340.67 (SE) CB #12, TYPE 1 co AT CENTERLINE L o STA. 69+84.90, 8.43' RT m C6 ~m co � co RIM=345.66 w w w 6" IE OUT=343.36 (SW) Q Q 2.000 co - - _ Q `il' 1.50% J -------- 80 LF 8" SD @ 0.50% 0- w --_--- - rlLF6"DI@0.50% 79LF12"SD@1.29% 75LF12"SD@1.21% _ 78 LF 12" SD @ 1.00% ------ 0 26 LF 12,, S D 45 LF 12" SD @ 2.47% @.43 /o - ----------- - ------------ --- ---- ---------------------------- 0 CB #7, TYPE 1 � ---- ---- CB #5, TYPE 1, CB #6, TYPE 1 STA. 46+74.84 STA. 45+22.04 STA. 69+80.25, 13.37' LT RIM=346.64 CB #3, TYPE 2-48" RIM=345.13 RIM=345.38 W/ DOMED GRATE STA. 44+51.34, 14.02' LT CB #4, TYPE 1 W/ DOMED GRATE W/ DOMED GRATE 12" IE IN=342.64 (NE) RIM=344.11 STA. 44+95.79, 17.00' LT 12" IE IN=340.96 (NE) 12" IE IN=341.73 (NE) 12" IE OUT=342.64 (SW) 12" IE IN=338.96 (NE) RIM=344.06 12" IE OUT=340.96 (SW) 8" IE IN=343.94 (NW) 6" IE IN=339.46 (SW) W/ DOMED GRATE 12" IE OUT=341.73 (SW) 12" IE OUT=338.96 (SE) 12" IE IN=340.06 (NE) 6" IE IN=340.56 (NW) 12" IE OUT=340.06 SW Cp N � O � <t- ti 'T O co 'T CO' M Co � O m 'T C`'M CV - LO Il_ � �- CO � <t- 'T co 'T CV f� 'T O � N CV co�. co CM M �' > co co <I d co �1 �i � � co u > LC� LC� co lC) Cp LC� �. co CO co 'q- CO Cp co I� m C`") cococoM Cnco Cn Cnm Cn cocoM M Cnm M cocococococoM Cn co co Cn coco coco Cn 44+40 44+80 45+20 45+60 46+00 • Call 811 • • two business days before you dig 46+40 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION 46+80 360 355 350 345 340 335 330 325 KEY PLAN NTS SEE NOTES SHEET C6.10 ALL STORM IS PRIVATE UNLESS OTHERWISE INDICATED ON THESE PLANS LEGEND: - - PROPERTY LINE / ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED GRAVEL PROPOSED CONCRETE p C p . CURB 360 PROPOSED CONTOUR ®❑ ❑ C ❑® CATCH BASIN • CLEANOUT -------------------- rr z z z-,�,-,_� BIORETENTION PLANTER L- J BIORETENTION OUTFALL �# BIORETENTION ID SIDEWALK INLET 13 C6.33 BIORETENTION BOTTOM UPHILL DOWNHILL OVERFLOW OVERFLOW 8" CONNECTED NUMBER ® AREA (SF) BOTTOM BOTTOM CB ELEV. OUTLET TO ELEV. ELEV. (CB RIM) IE C2 31 343.73 343.56 #6 344.06 341.06 CB #5 C3 50 344.12 343.91 #7 344.41 341.41 CB #6 C4 272 346.02 344.65 #9 345.15 342.15 CB #8 C5 374 346.96 346.24 #11 346.74 343.74 CB #10 R-436320 S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS �� pF WASgIFL�'� G' 0 10 20 40 ' o -_ to%FIL IL DEVELOPMENT ENGINEERING �ID HBray 12/31 /2025 Ago 1 inch = 20 ft. HORZ 39847 1601 5th Avenue, Suite 1600 0 2.5 5 10 'f'pfy �EGISTEg���4 Seattle, WA 98101 1 inch = 5 ft. VERT �SSI0 AL E206.622.5822 12/09/2025 www.kpff.com SURVEYED: SCALE: DATE, ZLN HORIZONTAL: NAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202 DESIGNED: FIEL JSF 12/8/2025 JSF MDR AA 2842 NE SUNSET B LV D PAGDaooK: JSF 08/31/2025 JSF DRAWN:RAG RENTON RENTON, WA 98056 DRRAAWING NO. ONE INCH DATUM 19 MDR 05/27/2024 JSF CHECKED:: AT FULL SCALE Planning/Building/Public works Dept. ROAD & STORM DRAINAGE PLAN AND PROFILE C6.1 1 MNF IF NOT ONE INCH BY DATE AP P R APPROVE PROVED: SCALE ACCORDINGLY ALLEY B SHUT: OF. 20 55 co ti M O Ln U co M O O 1 C>D ry n Liz M O O N 3 i m w J i _ 0 U 0 U U O� 0 0 N E o 3 0 a Q> 0 co co N 0 O rn rn m rn 0 N O O O O N N E :_ 0 CD N CD 0 Cn 1 0 W SEE SHEET C6.14 FOR I 1 I w CONTINUATION y p D 25 .o I D ROOF DRAIN OUTLET TO D I BIORETENTION g4 AD #2 (TYP) A 1$ .L 8" S' a E RD7.46 C6.20 S ® D CB #9 o I RD CB #8 N SDI Q SD SD - - - LU o ° SD 7 � CB #C13 ss ss ss ss ss O LU CB #14 = LU LUr �V Z W W W W _ LU LL1 .. v D' V D O F- I- G D,... LU O v, 49 48 g D . 46 45 �. o. D :o 365 360 355 350 345 340 335 330 CB #13, TYPE 1 STA. 69+85.03, 146.85' LT RIM=348.29 8" IE IN=346.42 (NE) 8" IE OUT=346.42 (SW) co N CD o CB #14, TYPE 1 + STA. 69+92.42, 174.40' LT co CD 00 RIM=348.69 8" IE IN=346.56 (NE) m LU 8" IE OUT=346.56 (SW) W W J Q J a 128 LF 8" SD @ 6.6 U 2.87% 72 LF 12" S9 @---------- ------------------- - - -79 LF 12" 1 CB #8, TYPE 1 SD @ 1.29% STA. 69+83.01, 166.97' LT RIM=348.66 12" IE IN=343.66 (NE) 29 LF 8" SD @ 0.50% 12" IE OUT=343.66 (SW) J22 29 S- 44 NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. SEE SHEET C6.15 FOR CONTINUATION i, F Cn LA- 7+4*7!P 24 W LU L. z I Q I° 6 Rp O v 6 0• o . a + I'D�E=350.93- CB#10-C7 CB #18 0-4LF6' SD@1.08%SW7f LINE (TYP) CB #17 ° ' Z CB #15 °° = i ALLEY B o ss ss,� - 0 50 0o CB #16 0 D -W W W W ' D v Qn R w -0 v ° D. D 77 �T//�� _ p U) LU VARYING WIDTH L- LU UTILITY ND ACCES Lei ES T (TYP) F. SD �e °I P Il eke e ee 42 4 1 ::e g 48 40 39 -- _ ° o 0 ED II Ln O O CB #15, TYPE 1 m o STA. 48+89.09, 15.01' LT c,0. 'S PROPOSED GRADE RIM=351.39 AT CENTERLINE 8" IE OUT=347.39 (SW) m UU) w w EXISTING PH1 GRADE Q Q AT CENTERLINE 2.00% MATCH EX BACK ,..---------------- II OF SIDEWALK 84 LF 12" SD @ 1.42% __________________ ----------------------------- CB #9, TYPE 1, STA. 48+25.67 RIM=349.73 W/ DOMED GRATE 12" IE IN=345.73 (NE) 12" IE OUT=345.73 (SW) CB #10, TYPE 1, STA. 49+10.14 RIM=350.93 W/ DOMED GRATE 12" IE OUT=346.93 (SW) II Co 06 CO O + O o Q cf) U) = m LU W J z Q N N N N N N N N N N N N LC� N N CD CO O N m C7� N O co N O O 00 N <t co N 00 CO 0-) � � O CV CVCo CV 00� �LO �'j- I- S) q � � 'j- LO 47+60 48+00 48+40 48+80 49+20 49+60 50+00 • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION 365 360 355 350 345 340 335 330 KEY PLAN NTS NOTES: SEE NOTES SHEET C6.10 ALL STORM IS PRIVATE UNLESS OTHERWISE INDICATED ON THESE PLANS LEGEND: - - PROPERTY LINE / ROW LINE ROW CENTERLINE UNIT LOT LINE # UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED GRAVEL D PROPOSED CONCRETE D C D . CURB 360 PROPOSED CONTOUR ®❑ ❑ O ❑® CATCH BASIN • CLEANOUT -------------------- L z z z z _� BIORETENTION PLANTER L J BIORETENTION OUTFALL �# BIORETENTION ID SIDEWALK INLET 13 C6.33 BIORETENTION BOTTOM UPHILL DOWNHILL OVERFLOW OVERFLOW 811 CONNECTED NUMBER ® AREA (SF) BOTTOM BOTTOM CB ELEV. OUTLET TO ELEV. ELEV. (CB RIM) IE C6 40 349.25 349.64 #14 349.75 346.75 CB #13 C7 159 351.79 350.43 #16 350.93 347.93 CB #15 R-436321 S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS W@SI�r1q)ff Iff 101h 0 10 20 40 DEVELOPMENT ENGINEERING 6 Ago HBray 12/31 /2025 1 inch = 20 ft. HORZ 39847 1601 5th Avenue, Suite 1600 0 2.5 5 10 'f'pfy �EGIST- 4 Seattle, WA 98101 1 inch = 5 ft. VERT 10 AL E206.622.5822 12/09/2025 www•kpff.com SURVEYED: SCALE: DATE: HORIZONTAL -HAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202, DESIGNED: % JSF 12/8/2025 JSF MDR 10 RENTON 2842 NE SUNSET B LV D `°B°°" JSF 08/31/2025 JSF DRAWN: RAG RENTON, WA 98056 DRAW1NG NO MDR 05/27/2024 JSF CHECKED: ONE INCH DATUM AT FULL SCALE Planning/Building/Public works Dept. ROAD & STORM DRAINAGE PLAN AND PROFILE C6.1 2 IF NOT ONE INCH BY DATE AP P R APPROVED: SCALE ACCORDINGLYJSF ALLEY B SHEET* OF. 55 M C) O 00 Ln ti M O C>O 1 4 CN J SEE SHEET C6.15 FOR CONTINUATION NW 1 /4 OF NW 1 /4 & THE NE 1 /4 OF NW 1 /4 SEC 9, TWN 23 N, RGE 05 E, W.M. 3 i m w Q 0 U 0 0 U U c .o+ 0 0 0 Q N o 3 0 a o co oo N 0 0 m m m rn 0 N CD O O CD N N E :_ CD CD N CD 0 M QO M 0 LU to l zl OI Q z LU z G U o O 0D 0 LL Z U OLU H Lu U Q LU LU cn U) Ir LU I O D 375 370 365 01 355 350 345 340 335 PH 1 EX CB, TYPE 2-48" CB #17, TYPE2-48" STA. 221 +25.92, 9.99' RT STA. 50+32.10 RIM=351.97 RIM=353.33 12" IE IN=348.86 (NE) 12" IE IN=349.38 (NE) 12" IE OUT=349.38 (E) II � II N O O o Co M O O ti C�i CD CD + N CD+' 'T CB #23, TYPE 1 LOCD < + CDLO CD Q O a' co STA. 69+80.58, 510.20 LT Q < Q < � W co RIM=354.85 0 = v I Ij co1JI6" IE OUT=353.63 (S) LJj d WLu LU J LU} J LU � MATCH EX 12 LF 6" DI Q Q z a BACK OF @ 0.50% 2 % C:� N LC7 � + O L- C6 LO') < M Cn LU U CB #19A, TYPE 1 STA. 69+65.45, 614.80' LT RIM=355.95 W/ DOMED GRATE 8" IE OUT=352.28 (SE) HP STA 52+72.11 HP EL=357.51 PVI STA 52+52.03 PVI EL=358.51 200' VC :B!1;!; 6" RD IF=�tiF 1A � 375 370 R � N O CN N I- LO LO + O CB #21, TYPE 2-48" Mco Q Lq STA. 69+57.86, 710.31' LT + co Q I � co PROPOSED GRADE co LO Cn J II RIM=357.51 LO - w > AT CENTERLINE Q Q > 0- LU 12 IE OUT=351.73 (E) � � EXISTING PH1 GRADE 12" IE OUT=351.73 (W) U = AT CENTERLINE Lu Lu J SIDEWALK --------- - - - - ---$-S� - .27% ------------------ 5�512°�° -- -- -- 10LF12"SD @ 150 LF 12" SD @ 0.80% a Q -1.67% ------- ----- ------ - MATCH EX 35 F 12" SD OF WALK ( I 93 LF 12" SD @ 0.80% 0.93 /0 EX 43 LF 2" D @ 1.11 % @ 0.80% V LJ 0 CB #22, TYPE 1 - STA. 69+95.81, 736.55' LT RIM=356.19 O CB #16, TYPE 1 CI #18, TYPE 1 ----------- W/ DOMED GRATE VANED GRATE LOCKING LIP, S A. 9+85,18, 455.39' LT ----------- CB #20, TYPE 2-48" 12" IE IN=352.19 (W) CONNECT TO EXISTING ST B 0 M= CB #19, TYPE 2-48° STA. 69+36.18, 682.24' LT STA. 69+93.25, 46.84' LT ED'GRATE SOLID LOCKING LID R2MIE RIM=352.82 6" IE OUT=349.50 (SE) STA. 51+94.49, 8.59' LT N=351.40 (E) 12" IE IN=349.3 (W) RIM=357.23 12" IE OUT=351.40 (S) 6" IE IN=349.50 - - 12" IE IN=350.66 (N) 12" IE OUT=349 -- . 8" IE IN=350.99 (NW) 6" IE IN=351.16 (E) 12" IE OUT=350.66 SW N Lf� O ~ CV I` LOB N f� I` m N I` C" M O Co N co co co ~ O co O N O � O LOB O � � LOB co � � ~ N Op co O I` CV LO') CV LO') Cn LO') Cn M Lo Cn M Lo CM Ln LOB C' M LO Lo Ln <1 LC) -: LO LO') LO') -1" C9 LO') �1 C9 LO') LO C9 LO') LO ti LO') LO ti LOB ti LO Lo Lo ti LC) L6 LOB LOj L0 Cp LOB C9 LO M M M LO') C M CO') CM CO') CM CO') CM CO') C M C) M coC) M LO') co M LO') co M LO') co M LO') co M LO') co M CO') CM LO')O') co co co Cn LO') co co C 50+00 50+40 50+80 51+20 51+60 52+00 52+40 52+80 53+20 53+60 • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION 365 360 355 350 345 340 335 KEY PLAN NOTES: NTS SEE NOTES SHEET C6.10 ALL STORM IS PRIVATE UNLESS OTHERWISE INDICATED ON THESE PLANS LEGEND: - - PROPERTY LINE / ROW LINE ROW CENTERLINE UNIT LOT LINE # UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED GRAVEL p C PROPOSED CONCRETE p . CURB 360 PROPOSED CONTOUR ®❑ ❑ O ❑® CATCH BASIN • CLEANOUT -------------------- L z z z z _� BIORETENTION PLANTER L- J BIORETENTION OUTFALL �# BIORETENTION ID SIDEWALK INLET 13 C6.33 BIORETENTION BOTTOM UPHILL DOWNHILL OVERFLOW OVERFLOW 8" CONNECTED NUMBER # AREA (SF) BOTTOM BOTTOM CB ELEV. OUTLET TO ELEV. ELEV. (CB RIM) IE D8 190 353.57 352.47 #18 352.97 349.97 CB #17 D9 160 355.93 355.45 #21 355.95 353.95 CB #20 D10 81 356.40 355.69 #23 356.19 333.19 CB #22 R-436322 S IN COMPLIANCE WITH CITY OF RENTON STANDARDS W@SI�/lqjff 0 10 20 40 ' o -_ DEVELOPMENT ENGINEERING �ID HBray 12/31 /2025 Ago 1 inch = 20 ft. HORZ 39847 1601 5th Avenue, Suite 1600 0 2.5 5 10 'f'OA �EGISTEg���4 Seattle, WA 98101 1 inch = 5 ft. VERT �SSIONAL E206.622.5822 12/09/2025 www.kpff.com SURVEYED: SCALE: DATE, ZLN HORIZONTAL: NAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202, DESIGNED: .� FlELDBOOK: JSF 12/8/2025 JSF MDR RENTON 2842 N E SUNSET B LV D PAGE JSF 08/31/2025 JSF DRAWN: RAGRENTON, WA 98056 ONE INCH UATUM DRAWING N0: MDR 05/27/2024 JSF CHECKED:: AT FULL SCALE Planning/Building/Public works Dept. ROAD & STORM DRAINAGE PLAN AND PROFILE C 6. 3 MNF IF NOT ONE INCH BY DATE AP P R APPROVE JSF SCALE ACCORDINGLY ALLEY C SHUT: OF. 55 co ti M O O Ln N U co M O O C>D ti M O O O N J CD co Uj C/) CLLI G O >Z O Q rr LU I O C/) 3 w 0 w J 0 0 U L 0 U U 0 / 0 0 N 0 I u) E 0 c 3 0 a iv 0 00 N O O N O O O N O O O O N N E E LO cV O N 0 0 �O' I 00 PROPERTY LINE (TYP) 360 355 350 345 340 335 330 NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. SEE SHEET C6.11 FOR CONTINUATION SEE SHEET C6.12 FOR CONTINUATION SEE SHEET C6.11 FOR CONTINUATION R O 0 rn + o CD CD PROPOSED GRADE o C/)co AT CENTERLINE ¢ o ¢ IcT co w `�'� CO EXISTING PH1 GRADE J� J AT CENTERLINE 0- w 0- w 2H:1V MAX -1.50% 00% MATCH EXISTING GRADE (TYP) 0 0 -- O O + O ti Q U) co 00 0 LULU J J J J Q Q Op 00 L9 N O m lf'�CD fit- CD M M :I- M M M M co co co co co 360 355 350 345 340 335 330 360 355 350 345 340 335 330 00 00 co PROPOSED GRADE U) M AT CENTERLINE J 0- w EXISTING PH1 GRADE AT CENTERLINE -1.50% -- -- 2 ------------- :1 M X SEE SHEET C6.11 FOR CONTINUATION 0 0 O O CV O m (Z) m o co I'- 0 00 N �Q 00 �- Cn M M 5- -j J o_ w 0- w MATCH EXISTING GRADE (TYP) o r� o � O � O 'T 00 U)C/) mw LULU J J J J Q Q a� : O — 00 00 L CV � CV co m 00 "q- di co d 00 co d. O d. 00 00 d 00 M co M co C') co > M M M M M 69+20 69+60 70+00 79+20 79+60 80+00 • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION SURVEYED: ZLN DESIGN MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF °PAWN' RAG MDR 05/27/2024 JSF CHECKED: MNIF BY DATE APPR APPROVED: JSF 360 355 350 345 340 335 330 �i NEW- ■ INN �n i;� II II■ 1�lI illll�■■ ■■i i!�■ 1 i �l■� ice" 11111 ■fin ii� i�t� 1■�� 1■I —■ n is I _ r�l 1 II �■II II�1 � �' ; ll iil�■,'O r■i ��■,' ��ii ii�� liii li�� � ��� ')z �■li ii■1 ■®ii ii�� ■� �■1 ■ii ii■— I�CIM. ;moa�iQ;� I'J���■EI �■��� �ii iii■iiiiii'`iblGlliiial �i:iiilGlril■iiiFi�I01Gll�■:■i� �I■I■III■I■��I■I+L • I NOTES: SEE NOTES SHEET C6.10 ALL STORM IS PRIVATE UNLESS OTHERWISE INDICATED ON THESE PLANS LEGEND: — — PROPERTY LINE / ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT e PROPOSED GRAVEL b PROPOSED CONCRETE e e t. e' . p' e. CURB 360 PROPOSED CONTOUR ■ ■ ®❑■ CATCH BASIN • CLEANOUT -------------------- r z �� z •-•-•T� BIORETENTION PLANTER L_ J BIORETENTION OUTFALL �# BIORETENTION ID SIDEWALK INLET rl 3 C6.33 R-436323 S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS WAsXl o goy DEVELOPMENT ENGINEERING M 0 10 20 40 _IF ol HBray 12/31/2025 VAMOV 1 inch = 20 ft. HORZ 39847 1601 5th Avenue, Suite 1600 i—MA0 2.5 5 10 ofy,'�ECISTEg�� ��`�4 Seattle, WA 98101 1 inch = 5 ft. VERT �SSIONAL�1 206.622.5822 12/09/2025 www.kpff.com DAM SCALE* HORIZONTAL NAD 1983/1991 CITY OF SOLERA TOWNHOMES 05/30/202, RENTON 2842 NE SUNSET BLVD FIEL: D900K RENTON, oRAvnN G Na WA 98056 PAS ONE I"p' DAT U M AT FULL SOME Planning/Building/Public works Dept. ROAD & STORM DRAINAGE PLAN AND PROFILE C6. 4 F WT ONE INCH SOME AOOOROM MY ALLEYS D & E SHEE`.23 OF. 55 M ti O LO U CM M O 00 Iy 0- LO M O N Q J QD M LU LU 5 O >z O LU O 0 3 L� w Q i 0 0 0 U U 0 Q i N i E 0 c 3 0 a 0 co 00 N O O N O O O O N O O O O N N E E Ln 0 CD N 0 CD 365 K.I 355 350 345 340 335 SEE SHEET C6.12 FOR CONTINUATION SEE SHEET C6.12 FOR CONTINUATION RLO LC� O °+° PROPOSED GRADE O O 00 00 00 AT CENTERLINE CD 0 O CO CV co + Corn ++ co J I -I Q v "!Q U) EXISTING PH1 GRADE 10-Lu0- J w AT CENTERLINE -1.50% 2H:1 V .00%- MAX ---------------------------- 0 ---- --- MATCH EXISTING I o0 GRADE (TYP) rn o 0 o Cn co m LL w w J J J J Q Q Cfl Cfl d' LO d' co CV m Co co LO~ LO Cif <F Cn Cif <F Cn C� LO I- C7 M C� LN I- m M L-0 m O LO Cn O L-0 m coC') L � m O L0 co L O C'7 365 360 355 350 345 340 335 NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. SEE SHEET C6.13 FOR CONTINUATION ' Z 00 J PROPERTY p p'� LINE (TYP) ° � C6.20 = I CB #24 M D D v •V v v v ° W W \� V o I o + I Y I + I .. °� AL E G s SS s �� i I lv II � f• � v' y J 00 i ♦ n 365 360 355 350 345 340 335 D I J SEE SHEET C6.13 FOR CONTINUATION R C? + co m Q Cn 2H:1V MAX MATCH EXISTING GRADE (TYP) 11 LF 8" SD — @ 16.88%� O O O CD m 0 + EXISTING PH1 GRADE m �o AT CENTERLINE 4 < o M < Cn LO cm CO co c J 0- Uj CL W w PROPOSED GRADE AT CENTERLINE .00% 1.50% "-17 LF 12" SD @ 2.00% C3 #24, TYPE 1, V NED GRATE LOCKING LID , o STA. 98+95.47 6 O R M-353.44 + 1 - 0 a PH 1 EX CB CB #25 TYPE 2-48" SOLID LOCKING LID O4 C/) C/) RIM = 350.59 CONNECT TO EXISTING STUB >- Uj >- 8" IE = 346.90 } STA. 230+85.32, 28.50' RT (HARRINGTON) w w J J J J RIM=352.44 Q Q 12" IE IN=348.77 (NE) 8" IE OUT=348.77 NW �- LU Ill-CDco �► CD r\ o CN LO Cn Cn co LO LO LO LO co LO Cn co M LO LO co LO LO CnM 88+80 89+20 89+60 90+00 98+80 99+20 99+60 100+00 • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION SURVEYED: ZLN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF DRAWN: RAG MDR 05/27/2024 JSF CHECKED: MNF BY DATE AP P R APPROVED: JSF 365 360 355 350 345 340 335 NOTES: SEE NOTES SHEET C6.10 ALL STORM IS PRIVATE UNLESS OTHERWISE INDICATED ON THESE PLANS LEGEND: — — PROPERTY LINE / ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED GRAVEL 0 p PROPOSED CONCRETE C e e p p . CURB 360 PROPOSED CONTOUR ®❑ ❑ C ❑® CATCH BASIN • CLEANOUT -------------------- rr z z z-,�,-,_� BIORETENTION PLANTER L------------------- J BIORETENTION OUTFALL �# BIORETENTION ID SIDEWALK INLET 13 C6.33 R-436324 rr S. IN COMPLIANCE WITH CITY OF RENTON STANDARDS �' of W@S�/ ��'�� ��, o DEVELOPMENT ENGINEERING �ID 0 10 20 40 -Iff 1q)ff HBray 12/31 /2025 Ago 1 inch = 20 ft. HORZ 39847 1601 5th Avenue, Suite 1600 0 2.5 5 10 'f'pfy, �EGISTEg�� ���4 Seattle, WA 98101 1 inch 5 ft. VERT �SSI0 AL E206.622.5822 = 12/09/2025 www.kpff.com SCALE: DATE. HORIZONTAL- NAD 19W/1991 CITY OF SOLERA TOWNHOMES 05/30/202, 2842 NE SUNSET BLVD FIELDBOOK: RENTON ONE INCH 19 RENTON, WA 98056 DRAWING NO: DATUM AT FULL SCALE Planning/Building/Public Works Dept. ROAD & STORM DRAINAGE PLAN AND PROFILE C6.1 5 IF NOT ONE INCH SCALE ACCORDINGLY ALLEYS F & G sHEa:r:24 oF:55 coco co M) W n ti 0 O O N J O O L C 3 0 a 0 cn r7 00 N O O N O O) O, O N O O O O N i m E E Cl- CD N cr O U QJ 0 O O L C 3 0 a Q> 0 cn DO N 0 0 N m 0 N 0 0 0 0 N i m E E Cl- CD N cr O U QJ 0 NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. co t0 co 0 LEI 0 LU 5 0 2 Z 0 I— W I 0�^ 0 3 O N I d 0 ,o c 0 U U o, N 0 a U N N I F- 0 3 0 a Q> 0 cn DO rO N 0 0 N rn CD N O O O O N N W I Lq E E N L0 CD cV N cr CD FACE OF CURB 6 112" _ 1/2" R. 1" R. 1:24 1 1 TOP OF 1/2" R. ROADWAY 1 - r � T V-6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1/2"-- FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 112" R. ROADWAY 1 to T 1 6" DEPRESSED CURB SECTION AT SIDEWALK RAMPS 0. PREMOLDED t • JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6" CEMENT CONCRETE 112" R. 1„ R SIDEWALK RAMP VARIES OR LANDING FROM 1T 6" TOO 1 / T 318" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB _612- SEE DEPRESSED CURB DETAIL THIS SHEET 1:24 TOP OF I T 1• 12" R. ROADWAY 2" , 1 1 ip T 1 6" DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ADJACENT CURB GUTTER SURFACE FACE OF CURB 6 1/2" 5 112" 1 " 112"R. _ _ 1 " R. 1 1 • TOP OF ROADWAY � i T 8 1/4' CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (in.) premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 a PUBLIC WORKS CEMENT CONCRETE CURBS DEPARTMENT CEMENT CONCRETE CURBS NTS SEE NOTE /B"R X 5/B"D DUMMY JOINT SEE NOTE 2 r 3/8' PREMOLOED JOINT FILLER (TYP) FACE OF CURB 6 1/2" I 13" CENTERLINE OF I S� FRAME & GRATE ti 5 1 2" I.1" �Vr ' ;' 2" R. 1 " R. MATCH f ROADWAY SLOPE i p' 1/7 �p D D� SECTION O GENERAL NOTES: ' . The intent of this design is to facilitate the removal of a catch basin with minimal disturbance of the curb. ?. The expansion Joints of the adjacent sidewalk shall be adjusted to be In line with these curb expansion joints. I / FRAME AND GRATE - NOT INCLUDED IN CURB AND GUTTER BID REM TOP OF ROADWAY ADJUSTMENT SECTION - NOT INCLUDED IN CURB AND GUT ER BID ITEM CATCH BASIN - NOT INCLUDED IN CURB AND GUTTER BID ITEM CEMENT CONCRETE CURB AND GUTTER CEMENT CONCRETE CURB SM. PLAN — 101.1 PUBLIC titi o:�ItS INSTALLATION AT PRO D: D' PAR I M NI CATCH BASINS 8 DATE CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION NTS SURVEYED: ZLN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF °RPWN' RAG MDR 05/27/2024 JSF CHECKED: MNF BY DATE APPR APPRwED: JSF 0 2' 4' 8' 1 inch = 4 feet ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL NAVD 1985 HORIZONTAL HAD 1983/1991 B RAISED EDGE DETAIL 1 ° 5 SIDEWALK LEVEL 112EXTEND SIDEWALK TRANSVERSE 1' • D• 1' - D' V2' (IN) R I '.'NTS TO INCLUDE RAISED EDGE • ROD DING 2-0% 1 tf2' (IN) R. IT)FQ • V.- . •. 10e. �J T•• t v „n'--'i SEE RAISED EDGE 11' - 0"I SIDEWALK DETAIL - THIS SHEET TYPICAL UI ALL CUT SIDEWALK MIN. SLOPES WITH RAISED EDGE 1/2' (IN) R. (rYP.) FOR CURB DETAILS J 10 � - SEE STD PLAN 101 SIUt WA ADJACENT TO CURB I' D' V D MIN ROLLING r- 1r2' (IN) R. (TYP.) I _2.0% I 1 1.5% -��—< • BRIDGE OR PEDESTRIAN RAILING S ADJACENT TO CURB BARRIER -SEE FOR CURB DETAILS SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACT PLANS ALL OR BARRIER ! ' 1Y2" (IN) R- (TYP-) 1 SIDEWALK FLUSH 1.5% v ••t 1/2' N) R. VERTICAL WALL- ,� - �• - - - - ��, ;i•� •'.. ' SEE DETAIL - - 318' (IN) PREMOLDED J JOINT FILLER ADJACENT TO CURB AND RAILING OR WALL e (IN) PREMOLDED JOINT FILLER FOR SIDE TREATMENT SIDEWALK BUFFER STRIP SIDEWALK ADJACENT TO WALL DETAIL bFLQTHLR (SEE NOTE 10) SIDEWALK it SECTIONS 1/2- (IN) R. 'a 1 5% (TYP ) FOR CURB DETAILS LS%MIN. SEE STD PLAN 1D7 FINISHED GRADE 1' (IN) BELOW TOP OF CONCRETE O, DI SURFACE FOR PLANTING- FLUSH IF PAVED ADJACENT TO BUFFER STRIP 0' 0" r3/B' (IN) PREMOLDED JOINT FILLER / TYPICAL WHERE APPLICABLE FOR CURB DETAILS / SEE STD PLAN 101 ��' f4/+ ,EXISTING ROADWAY �'7}---�� // CRUSHED ROCK BAS t_-�.r� 1 CRUSHED SURFACING TOP COURSE (CSTC) COMPACT TO 957. MODIFlED PROCTOR (UNLESS REQUIREMENT WANED BY ENGINEER) TYPICAL UNDER ALL CURB, GUTTER 6 SIDEWALK. CSTC UNDER CURB 3 GUTTER TO BE 6• THICKNESS OR MATCH EXISTING ROADWAY CRUSHED ROCK BASE, WHICHEVER IS GREATER MT. FOR ALL CURB E GUTTER). 1 FINISHED GRADE 1- (IN) BELOW TOP OF CONCRETE SURFACE FOR CURB DETAILS SEE STD PLAN 101 GROOMED FINISH OR MATCH EXISTING 4' WIDE, SMOOTH TROWELED PERIMETER CEMENT CONCRETE CURB (CURB AND GUTTER SHOWN) FOR CURB DETAILS SEE STD PLAN 101 - z 1/8' TO 1/4" NOTES 1. Four feet of the sidewalk width shall be the minimum pedestrian CONTRACTION JOINT . • ••�iB•' , ' P _ - ►� accessible route pna; free of vertical IN SIDEWALK ONLY ► • ��o : and horizontal obstructions. Gratings, FULL -DEPTH EXPANSION JOINT IN BOTH • , • • • •• Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other CURB AND SIDEWALK (SEE STD PLAN loll) S� appurtenances within the sidewalk ��c� a a C CONTRACTION JOINT must be flush with surface, and match q� grade of the sidewalk. JOINT AND FINISH DETAIL • , 2. Monolithic Cement Concrete Curb and I sal •. Sidewalk Is not permitted in new For other referenced NOTES see ' •' i ;gip ° ; construction. When replacement work STD PLAN 104.2. ' necessitates a Monolithic Cement PREMOLDE Concrete Curb build per WSDOT JOINT FILLER Standard Plan F-30.10-03. Paved surfaces must comply with STD PLAN 102.1 as applicable. E FULL -DEPTH 3. Concrete to be 4,000 PSI. EXPANSION JOINT i► PUBLIC WORKS CEMENT CONCRETE PLAN - 102 � DEPARTMENT SIDEWALK 104,7 f r CEMENT CONCRETE SIDEWALK S. OF WA5' o 39847 1601 5th Avenue, Suite 1600 GISTE- Seattle, WA 98101 10NAL E206.622.5822 12/09/2025 www•kpff.com CITY OF PRI RENTON NXW Planning/Building/Public Works Dept. NTS 3 C6.20 R-436327 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 12/31 /2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 ROAD DETAILS DATE: 05/30/202 RELDBOOK: PAGE: DRAWNG NO: C6.21 SHEET:OF: 27 55 co ti M O O LO N U L J M O N J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. co tD co 0 LEI I- 0 LLU G 0 2 Z 0 I- LU I �0 V J 3 0 co O n I F_ a`> CL 0 U i ti 0 U U o'+ .N i 0 0 a U N N a a_ E 0 3 0 a Q` 0 co DO N 0 0 N 0 N O O O O N IV 4j x ti m E E CL CD N CD DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 3p„ 20+ ` S+ 11-112", 4", 6", 12", OR 24" ONE #3 BAR HOOP FOR 6" HEIGHT INCREMENT (SPACED EQUALLY), SEE NOTE 1 RECTANGULAR ADJUSTMENT SECTION PIPE ALLOWANCES MAXIMUM PIPE MATERIAL INSIDE DIAMETER REINFORCED OR PLAIN CONCRETE 12" ALL METAL PIPE 15" CPSSP', STD. SPEC. 9-05.20 12" SOLID WALL PVC, STD. SPEC. 9-05.12(1) 15" PROFILE WALL PVC, STD. SPEC. 9-05.12(2) 15 ' CORRUGATED POLYETHYLENE STORM SEWER PIPE sFFA?, , NOTES: ��O(�0 `�� OrF 1. AS ACCEPTABLE ALTERNATIVES TO THE REBAR SHOWN IN THE PRECAST BASE SECTION, FIBERS (PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION MESH HAVING A OF TH 0.112 SQUARER INCHES PER FOOT SHALLRE BE USED WINIMUM ESN A / n THE MINIMUM REQUIRED REBAR SHOWN IN THE / I ALTERNATIVE PRECAST BASE SECTION. WIRE MESH SHALL NOT BE PLACED IN THE KNOCKOUTS. AS AN ACCEPTABLE ALTERNATIVE TO THE REBAR SHOWN IN I �I THE RECTANGULAR ADJUSTMENT SECTION, WIRE MESH #3 BAR EACH CORNER / 'I I HAVING A MINIMUM AREA OF 0.12 SQUARE INCHES PER FOOT MAY BE USED. z_ / 2. THE KNOCKOUT DIAMETER SHALL NOT BE GREATER THAN 20". KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, / FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH #3 BAR EACH SIDE STANDARD SPECIFICATION 9-04.3. 3. THE MAXIMUM DEPTH FROM THE FINISHED GRADE TO 'v THE LOWEST PIPE INVERT SHALL BE 5 FEET. #3 BAR EACH WAY 4. THE FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. PRECAST BASE SECTION 5. THE PRECAST BASE SECTION MAY HAVE A ROUNDED FLOOR, AND THE WALLS MAY BE SLOPED AT A RATE OF 1 H:24V OR STEEPER. #3 BAR HOOP 6. THE OPENING SHALL BE MEASURED AT THE TOP OF THE / PRECAST BASE SECTION. / I 7. ALL PICKUP HOLES SHALL BE GROUTED FULL AFTER THE INLET HAS BEEN PLACED. USE GROUT TYPE 2 FOR #3 BAR EACH NON -SHRINK APPLICATIONS IN ACCORDANCE WITH / / CORNER 18" MIN. STANDARD SPECIFICATION 9-20.3(2). i I 8. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 9. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 10. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 11. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND SEE NOTE 1 REMAIN VISIBLE UPON COMPLETION. ALTERNATIVE PRECAST BASE SECTION UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 200.00 PUBLIC WORKS APPR ED: URI CATCH BASIN TYPE 1 GAZVAMOV g/Zg/201g DEPARTMENT P"bh,W.,k,Adm ,, am DATE CATCH BASIN TYPE 1 NTS :45 Al DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 CATCH BASIN FRAME AND VANED GRATE PER STD. PLAN 204.00 RECTANGULAR OR CIRCULAR ADJUSTMENT SECTION (TWO SECTIONS MAX.) t MORTAR, (TYP.), SEE NOTE 5 4" MIN. 28" MAX. 16" MAX. FLAT SLAB TOP 48", 54", 60", 72", 84", 96", 120" OR 144" SEE NOTE 6, TYP. 15' MAX. FOR MAINTENANCE STEPS OR LADDER 12" (TYP.) i 1" MIN. "O" RING 24 2.5" MAX. REINFORCING STEEL, (TYP.) MIN. 12" MAX. 12" GRAVEL BACKFILL FOR PIPE ZONE 12" BEDDING PER WSDOT STD. SPECIFICATION SECTION 9-03.12(3) 6" 6" SEPARATE BASE INTEGRAL BASE PRECAST PRECAST WITH RISER NOTES: 1. NO STEPS ARE REQUIRED WHEN HEIGHT IS 4' OR LESS. 2. THE BOTTOM OF THE PRECAST CATCH BASIN MAY BE SLOPED TO FACILITATE CLEANING. 3. THE RECTANGULAR FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN. THE FRAME MAY BE CAST INTO THE ADJUSTMENT SECTION. 4. KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2" MINIMUM TO 2.5" MAXIMUM. PROVIDE A 1.5" MINIMUM GAP BETWEEN THE KNOCKOUT WALL AND THE OUTSIDE OF THE PIPE. AFTER THE PIPE IS INSTALLED, FILL THE GAP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 5. ALL GRADE RINGS, RISERS, AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. 6. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. 7. MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER'S DIRECTIONS. 8. FRAME SHALL BE ADJUSTED TO PAVEMENT GRADE BY TAPPING UNTIL FRAME IS FLUSH WITH PAVEMENT AS DETERMINED WITH A STRAIGHT EDGE OF SUFFICIENT LENGTH. 9. ALL MORTAR JOINTS SHALL BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPLETION. • Call 811 • . two business days before you dig CATCH BASIN DIMENSIONS CATCH BASIN DIAMETER MIN. WALL THICKNESS MIN. BASE THICKNESS MAXIMUM KNOCKOUT SIZE MINIMUM DISTANCE BETWEEN KNOCKOUTS 48" 4" 6" 36" 8" 54" 4.5" 8" 42" 8" 60" 5" 8" 48" 8" 72" 6" 8" 60" 12" 84" 8" 12" 72„ 12" 96" 8" 12" 84" 12" 120" 10" 12" 96" 12" 144" 1 12" 1 12" 1 108" 1 12" PIPE ALLOWANCES CATCH BASIN PIPE MATERIAL WITH MAXIMUM INSIDE DIAMETER DIAMETER CONCRETE ALL METAL CPSSP SOLID WALL PVCZ PROFILE WALL PVC3 48" 24" 30" 24" 30" 30" 54" 30" 36" 30" 36" 36" 60" 36" 42" 36" 42" 42" 72" 42„ 54" 42„ 48" 48„ 84" 54" 60" 54" 48" 48" 96" 60" 72„ 1 60" 48" 48„ 120" 66" 84" 1 60" 48" 48" 144" 78" 96" 1 60" 48" 48" 'CORRUGATED POLYETHYLENE STORM SEWER PIPE (STD. SPEC. 9-05.20) 2 STD. SPEC. 9-05.12(1) 3 STD. SPEC. 9-05.12(2) UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 201.00 PUBLIC WORKS CATCH BASIN TYPE 2 PR DEPARTMENT GAZ 9/28/2018 Nbh ,k,Admm ,t1, DATE CATCH BASIN TYPE 2 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION NTS SURVEYED: ZILN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF °RPWN' RAG MDR 05/27/2024 JSF CHECKED: MNF BY DATE APPR APPROVED: JSF :45 Al DocuSign Envelope ID: A9707D3B-AOEF-441 F-8140-2CDB48E878CA 12/09/2025 FOR EDGE TREATMENT OPTIONS, SEE STD. PLAN 262.20 SEE STD. PLAN �I 262.20 TOP OF BANK ELEVATION ROADWAY OR 2 PARKING LOT 6„ TRANSITION ZONE SOIL, SEE STD. PLAN 262.20 - 2%4" DEPTH ARBORIST WOOD CHIP MULCH, SEE NOTE 4 DESIGNER TO SPECIFY WATER STORAGE ELEVATION OVERFLOW STRUCTURE PER STD. PLAN _ BOTTOM WIDTH 262.40 UNLESS SPECIFIED OTHERWISE MIN. 18" SIDEWALK, LANDSCAPING, DRIVEWAY, OR PAVEMENT fF SIDE SLOPE AT TREE, SEE NOTE 7 /Y 6" MIN. SEE STD. 2"-12" PONDING FREEBOARD PLAN FDEPTH 262.20 1.5 I-III-III-III-1 -. 2.5 MIN. 18" MIN ANGLE OF REPOSE \; BIORETENTION SOIL MIX (BSM), OVERFLOW TO STORM MAIN SEE NOTE 3 > o 0 0 0 12" MIN. ABOVE SCARIFIED AND UNCOMPACTED SUBGRADE, SEASONAL HIGH _ %�%�%i?%��%%`" SEE NOTES 1 AND 2 GROUNDWATER OR - HYDRAULICALLY RESTRICTIVE LAYER GRAVEL BASE, SEE STD. PLAN 262.40 NOTES: 1. AVOID COMPACTION OF EXISTING SUBGRADE BELOW BASIN. 2. SCARIFY SUBGRADE TO A DEPTH OF 3 INCHES MINIMUM IMMEDIATELY PRIOR TO PLACEMENT OF BIORETENTION SOIL MIX (BSM) AND UNDERDRAIN AGGREGATE. 3. 18" MIN. BIORETENTION SOIL MIX ON BOTTOM AND SIDES TO TOP OF PONDING AREA. BIORETENTION SOIL MIX TO MEET STD. PLAN 262.60. 4. ARBORIST WOOD CHIP MULCH TO MEET STD. PLAN 262.60. 5. DO NOT USE FILTER FABRIC BETWEEN SUBGRADE AND THE BIORETENTION SOIL MIX. 6. MAXIMUM LONGITUDINAL SLOPE (ALONG DIRECTION OF FLOW) OF BIORETENTION SWALES SHALL BE 6%. 7. WHERE NOT CONFLICTING WITH REQUIRED CLEARANCES OR UTILITIES, TREES MAY BE LOCATED IN BIORETENTION. REDUCE BOTTOM WIDTH TO 6 INCHES MINIMUM AND INCREASE SIDE SLOPE TO 1.5H:1V ADJACENT TO TREE. TREES TO BE LOCATED ONLY OUTSIDE OF LINER FOR LINED FACILITIES. GENERAL NOTES: 1. MINIMUM UTILITY SETBACKS AND PROTECTION MEASURES MUST CONFORM TO CURRENT CITY STANDARDS, STD. PLANS 265.00, 265.10, AND 265.20, AND OTHER UTILITY PROVIDER REQUIREMENTS. COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS. 2. BSM PLACEMENT, GRADING, AND CONSOLIDATION SHALL NOT OCCUR WHEN THE BSM IS EXCESSIVELY WET OR HAS BEEN SUBJECTED TO MORE THAN 1/2" OF PRECIPITATION WITHIN 48 HOURS PRIOR TO PLACEMENT. EXCESSIVELY WET IS DEFINED AS BEING AT OR ABOVE 22 % SOIL MOISTURE BY A GENERAL TOOLS AND INSTRUMENTS DSMM500 PRECISION DIGITAL SOIL MOISTURE METER WITH PROBE (OR EQUIVALENT). THERE SHOULD BE NO VISIBLE FREE WATER IN THE MATERIAL. THE CONTRACTOR SHALL PLACE BSM LOOSELY WITH A CONVEYOR BELT OR WITH AN EXCAVATOR OR LOADER FROM A HEIGHT NO HIGHER THAN 6 FEET, UNLESS OTHERWISE APPROVED BY THE ENGINEER (I.E., DO NOT DUMP MATERIAL DIRECTLY FROM TRUCK INTO CELL). COMPACT BSM USING NON -MECHANICAL COMPACTION METHODS (E.G., BOOT PACKING, HAND TAMPING, OR WATER CONSOLIDATION) TO 83 % (± 2%) OF THE MAXIMUM DRY DENSITY PER MODIFIED PROCTOR TEST (ASTM D1557), OR AS DIRECTED BY THE ENGINEER. 3. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 262.00 o�� PUBLIC WORKS BIORETENTION SECTION APP `�1� DEPARTMENT (NO UNDERDRAIN) Martin Pastucha 11/2/2 PubliVAMOF 6884,3 FD986449D... DATE BIORETENTION PLANTER NO UNDERDRAIN 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www_knff.com mmzo . W D 19✓3S Am/11991 • CITY OF RENTON ONE INCH DATUM • AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY NTS 20 1 R-436328 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 12/31 /2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 STORM DETAILS DATE: 05/30/202 PAGE: DRAWING NO: C6.30 SHEET:OF: 2$ 55 co ti cM O O Ln N U co M M C) 1 00 I^J_ I..L co c9 co 0 w LLU G 0 2 Z 0 I- rr Uj �0 V i 3 3 vi O cn 0 n r-0 I F- d c 0 L ti 0 U U o'+ .N i 0 0 Q U / N N a 0 3 0 a Q> o cn ro rb N 0 0 N rn rn M o) 0 N O 0 0 O N N W .i w x ti E E N CD 0 N cD 0 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 MATCH I� GUTTER I WIDTH ° d ° �e 4 MATCH CURB WIDTH T } 6„ 12" MIN. b 6" JAPER, (TYP.) ° d 18"-24 DESIGNER TO SPECIFY, d SEE NOTE 2 ° MFLOW d ° . d d tl I 74 T-6" MIN. , Q C STREAMBED COBBLES, SEE NOTE 3 TAPER GUTTER AT CURB CUT TO MATCH GUTTER SLOPE UPSLOPE AND DOWNSLOPE OF CURB CUT PLAN 2" GUTTER DEPRESSION AT FLOWLINE GUTTER UPSLOPE AND DOWNSLOPE OF CURB CUT SLOPE �J\ INFLOW ROADWAY 1" DROP TO COBBLES 4" CRUSHED SURFACING \ TOP COURSE 12" TYPICAL SIDE SLOPE - - - 2%4" ARBORIST WOOD CHIP 2.5 MULCH, SEE STD. PLAN 262.60 6" MIN. FREEBOARD 1 17 IN N COMPACT SOIL BELOW COBBLES, SEE NOTE 4 0 8" � \ � 18" BIORETENTION FACILITY��k _ i - %, \ 1 :p, �_ i' i� 18"MIN. Y --- UNCOMPACTED BIORETENTION SOIL MIX (BSM), SEE STD. PLAN 262.60 1. SEE STD. PLAN 262.20 FOR EDGE TREATMENT OUTSIDE INLET AREA. 2. INLET CURB CUT WIDTH SHALL BE 24" ON GUTTER SLOPES >- 5 % AND 18" ON GUTTER SLOPES < 5%. 3. STREAMBED COBBLES SHALL BE 6" COBBLES PER WSDOT 9-03.11(2). COBBLE PAD TO BE 8" THICK, WITH 1:1 SIDE SLOPES, TAPERING TO 12" WIDE AT FACILITY BOTTOM. 4. COMPACT BIORETENTION SOIL MIX UNDER COBBLES TO 90 % MAX STANDARD PROCTOR DENSITY (ASTM D698). GENERAL NOTES: 1. BOND NEW CURB AND GUTTER TO EXISTING CURB AND GUTTER WITH EPDXY AND DOWEL CONNECTION, IF RETROFITTING INTO EXISTING CURBLINE. REFER TO STD. PLAN 101.10 FOR EXPANSION JOINT DETAIL. 2. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 262.30 V'RI PUBLIC WORKS BIORETENTION - CURB CUT INLETS PPR D 9/28/2018 1 DEPARTMENT GAZ P"brc Work: Admm,,nzror DATE BIORETENTION - CURB CUT INLETS NTS :45 AM NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. DocuSign Envelope ID: A9707D3B-AOEF-441 F-8140-2CDB48E878CA CAST IRON BEEHIVE GRATE AND FRAME, SEE NOTE 1 - OPTIONAL 6" OR 8" STREAMBED COBBLES, PER WSDOT 9-03.11(2), SEE NOTE 2 SEE NOTE 3 - VARIES, 5' MAX. I SEE NOTE 4 (TYP.) STORM DRAIN PIPE, DESIGNER TO SPECIFY 6" MIN. 6" MIN. 6" MIN. 12" MIN. SUMP CATCH BASIN ADJUSTMENT SECTION AS REQUIRED, DESIGNER TO SPECIFY ELEVATION DESIGN PONDING ELEVATION UNDERDRAIN PIPE, IF REQUIRED, SEE STD. PLAN 262.10 CATCH BASIN TYPE 1 PER STD. PLAN 200.00 OR OTHER STRUCTURE WITH APPROVAL CONCRETE BASE GRAVEL BACKFILL FOR DRAINS, COMPACT PER WSDOT STD. SPEC. 9-03.12(4) NOTES: 1. FRAME AND GRATE SHALL BE LOCKING AND GRATE SHALL BE BOLTED TO FRAME. FRAME SHALL CONFORM TO WSDOT STANDARD PLAN B-30.10-03. GRATE TO BE DUCTILE IRON BEEHIVE GRATE FITTING 20"x24" FRAME. OLYMPIC FOUNDRY PART SM60BH OR EQUAL. SEE STANDARD SPECIFICATIONS 9-05.15(2). 2. MINIMUM STREAMBED COBBLE DIAMETER SHALL BE LARGER THAN MAXIMUM GRATE OPENING. 3. ALL GRADE RINGS AND CASTINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION 9-04.3. THEN APPLY MORTAR TO INSIDE AND OUTSIDE OF ALL JOINTS, RINGS, RISERS, AND FRAMES. 4. WHEN CONNECTING TO A NEW PIPE, USE A FLEXIBLE CONNECTOR (KOR-N-SEAL BOOT WITH CORRUGATED PIPE ADAPTER OR APPROVED EQUAL). WHEN CONNECTING TO AN EXISTING PIPE, USE A FABRICATED SAND COLLAR OF THE SAME MATERIAL AS THE CONNECTING PIPE. GENERAL NOTES: 1. PLANT SPACING WITHIN FACILITY TO ALLOW MAINTENANCE ACCESS TO STRUCTURE. 2. 12-INCH MIN. CLEARANCE WITHIN OVERFLOW STRUCTURE SHALL BE PROVIDED FOR MAINTENANCE ACCESS. 3. OVERFLOW PIPES MUST BE LOCATED AT AN ELEVATION HIGHER THAN THE STORM DRAIN HYDRAULIC GRADE LINE TO PREVENT BACKFLOW INTO THE BIORETENTION FACILITY. 4. OVERFLOW STRUCTURE SHALL BE LOCATED WITHIN 10 FEET OF ROAD EDGE FOR MAINTENANCE ACCESS, UNLESS APPROVED OTHERWISE. OVERFLOW STRUCTURE MAY BE LOCATED IN SIDE SLOPES. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 262.40 VRI %PUBLIC WORKS BIORETENTION - OVERFLOW OUTLET DEPARTMENT STRUCTURE Martin Pastucha 11/2/2 P"bk8kY9AJFD98B449D... DATE BIORETENTION - OVERFLOW OUTLET • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION NTS SURVEYED: ZILN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF DRAWN: RAG MDR 05/27/2024 JSF CHECKED: MNF BY DATE APPR APPROVED: JSF ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 20 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 _ , _ _ _ _ _ _ _ _ _ _ _ _ - PLANTING ZONESI, J T SEE BELOW I I 0 10 1 10 1 3 I I I I I I I 74" DEPTH ARBORIST I I WOOD CHIP MULCH, SEE STD. PLAN 262.60 BOTTOM WIDTH SIDE SLOPE AT MIN. 18" TREE, SEE NOTE 1 ROADWAY SIDEWALK OR LANDSCAPING 2"-12" PONDING -I � - - DEPTH III-1 I-1 l-1 i i I-1 EE I I-T 1 15 a TRANSITION ZONE SOIL, SEE STD. PLAN 262.20 . s-• - -.� .6" MIN.-"y<=°at'r \\ +. f. 18" IN., BIORETENTION SOIL MIX, SEE STD. PLAN 262.60 NOTES: SCARIFIED AND UNCOMPACTED SUBGRADE 1. WHERE NOT CONFLICTING WITH REQUIRED CLEARANCES OR UTILITIES, TREES MAY BE LOCATED IN BIORETENTION. REDUCE BOTTOM WIDTH TO 6" MIN. AND INCREASE SIDE SLOPE TO 1.5HA V ADJACENT TO TREE. TREES TO BE LOCATED ONLY OUTSIDE OF LINER FOR LINED FACILITIES. GENERAL NOTES: 1. ALL PLANTS SHALL BE SELECTED WITH A MAXIMUM MATURE HEIGHT NOT GREATER THAN 30-INCHES ABOVE THE TOP OF THE FACILITY, WITH THE EXCEPTION OF TREES AND ACCENT SHRUBS. 2. SEE STD. PLANS 262.00, 262.10, AND 262.20 FOR SECTION VIEWS OF BIORETENTION FACILITIES. 3. SEE THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) TABLE C.2.6.A FOR A SELECTION OF APPROVED WATER TOLERANT PLANTS. ADDITIONAL SPECIES ARE ALLOWED WITH CITY APPROVAL. 4. SELECT A MINIMUM OF 50 % EVERGREEN PLANTS. 5. PLANTS ADJACENT TO STREET, DRIVEWAY, OR SIDEWALK SHALL BE SELECTED AND SPACED TO ALLOW ACCESS TO VEHICLES AND NOT IMPEDE PEDESTRIANS. 6. PLANTS SHALL BE SPACED TO ENSURE CLEAR ACCESS AND UNIMPEDED FLOW FROM INLETS, OUTLETS, AND OVERFLOWS. 7. CONTINUE MULCH FOR A MINIMUM OF 2-FEET PAST THE TOP OF BANK ELEVATION OR INSTALL LANDSCAPE EDGING IF FACILITY IS ADJACENT TO TURF. 8. PLANTING DESIGN SHOULD MINIMIZE COMPACTION OF BIORETENTION SOIL MIX THROUGH PLANNED MAINTENANCE ACCESS. ANNUAL PLANTS REQUIRING SOIL DISTURBANCE FOR HARVESTING (E.G., CARROTS) OR ANNUAL REPLANTING ARE NOT PERMITTED. 9. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. TABLE: PLANTING ZONES ZONE PLANT TYPE LOCATION PERENNIALS & LOW SHRUBS (PLANTS 0)EMERGENTS, THAT CAN TOLERATE STANDING WATER) FACILITY BOTTOM PERENNIALS & LOW SHRUBS (PLANTS OEMERGENTS, 'L THAT CAN TOLERATE OCCASIONAL STANDING LOWER SLOPE TO TOP OF PONDING WATER) OGROUNDCOVERS / SHRUBS UPPER SLOPE / SIDEWALK GRADE 0)O O SHRUB ACCENT SHRU BASED SIDEWALK GRADE / LOWER SLOPE / FACILITY BOTTOM ON ZONE)APPROPRIATE OTREE UPPER SLOPE, SEE NOTE 1 UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 262.50 PUBLIC WORKS BIORETENTION PLANTING - APPRED: PR DEPARTMENT GAZ 9/28/2018 SECTION VIEW Public Works Administrator DATE BIORETENTION PLANTING S. cF WASgI Iq o 39847 1601 5th Avenue, Suite 1600 9A ��'-ISTEg�� ��`�4 Seattle, WA 98101 �SSIONAL E��l 206.622.5822 12/09/2025 www•kpff.com CITY OF RENTON Planning/Building/Public Works Dept. NTS :45 AN R-436329 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING HBray 12/31 /2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 STORM DETAILS DATE: 05/30/202 PAGE: DRAWING NO: C6.31 SHEET:OF: 29 55 M co 0 C) 00 Of I..L co C-O cM 0 Uj 1 VJ Uj G 0 2 Z 0 I- rr Uj �0 V i 3 cr J O cn 0 I E N n C O U 0 0 U U c O� U) Q U N (D CL. rn QJ E O L C 3 0 a Q> 0 Cn r-) 00 N O O N O O O O N O O O O N r E DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 BIORETENTION SOIL MIX BIORETENTION SOIL MIX (BSM) SHALL BE A WELL -BLENDED HOMOGENEOUS MIXTURE OF 60 TO 65 PERCENT BY VOLUME MINERAL AGGREGATE FOR BIORETENTION SOIL AND 35 TO 40 PERCENT BY VOLUME COMPOST AS DETAILED IN THE TABLES BELOW. MINERAL AGGREGATE FOR BIORETENTION SOIL TABLE: MINERAL AGGREGATE GRADATION SIEVE SIZE PERCENT PASSING 3/8-INCH 100 PERCENT U.S. NO. 4 95 TO 100 PERCENT U.S. NO. 10 75 TO 90 PERCENT U.S. NO. 40 25 TO 40 PERCENT U.S. NO. 100 4 TO 10 PERCENT U.S. NO. 200 2 TO 4 PERCENT MINERAL AGGREGATE FOR BIORETENTION SOIL MUST BE FREE OF WOOD, WASTE, COATING, OR ANY OTHER DELETERIOUS MATERIAL, AND ALL AGGREGATE PASSING THE NO. 200 SIEVE SIZE MUST BE NON -PLASTIC. MINERAL AGGREGATE MUST BE ANALYZED BY AN ACCREDITED LAB USING THE SIEVE SIZES NOTED IN THE TABLE TO THE LEFT, AND MUST MEET THE REQUIRED GRADATIONS. COMPOST TABLE: COMPOST GRADATION SIEVE SIZE MIN. PERCENT PASSING 2-INCH 100 PERCENT 1-INCH 99 PERCENT 5/8-INCH 90 PERCENT 1/4-INCH 75 PERCENT COMPOST MUST ORIGINATE A MINIMUM 65 PERCENT BY VOLUME FROM RECYCLED PLANT WASTE COMPRISED OF YARD DEBRIS, CROP RESIDUES, AND BULKING AGENTS, AND MEET THE DEFINITION OF "COMPOSTED MATERIAL" IN WAC 173-350-100. COMPOST SHALL HAVE A MOISTURE CONTENT THAT HAS NO VISIBLE FREE WATER OR DUST PRODUCED WHEN HANDLING THE MATERIAL. COMPOST SHALL HAVE AN ORGANIC MATTER CONTENT OF 40 PERCENT TO 65 PERCENT BY DRY WEIGHT, A CARBON TO NITROGEN RATIO BELOW 25:1, AND A pH BETWEEN 6.0 AND 8.0 ABORIST WOOD CHIP MULCH TABLE: ARBORIST WOOD CHIP MULCH GRADATION SIEVE SIZE PERCENT PASSING 6-INCH 100 PERCENT 2-INCH 95 TO 100 PERCENT 1-INCH 70 TO 100 PERCENT 5/8-INCH 0 TO 50 PERCENT U.S. NO.4 0 TO 30 PERCENT ARBORIST WOOD CHIP MULCH SHALL BE COARSE GROUND WOOD CHIPS (APPROXIMATELY 1/2" TO 6" ALONG THE LONGEST DIMENSION) DERIVED FROM THE MECHANICAL GRINDING OR SHREDDING OF THE ABOVE -GROUND PORTIONS OF TREES. IT MAY CONTAIN WOOD, WOOD FIBER, BARK, BRANCHES, AND LEAVES, BUT MAY NOT CONTAIN WEEDS, WEED SEEDS, OR VISIBLE AMOUNTS OF SOIL. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 262.60 ' PUBLIC WORKS BIORETENTION SOIL MIX, COMPOST, 69M dby: DEPARTMENT AND MULCH SPECIFICATION martin Pastucha 8/13/20 Martin Pastucha 019B'V'OAHsD®88G4@D... DATE BIORETENTION SOIL MIX NTS 1 NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. DocuSign Envelope ID: 3B1B34D3-7EOA-476C-ADB3-4329FFEOC108 SEE NOTE 1 TOP OF BANK ELEVATION 6" MIN. CONCRETE CURB, SEE STD. PLAN 101 1" FREEBOARD ROADWAY OR 2 PARKING LOT T - i TOP OF PONDING t 6„ TRANSITION ZONE SOIL, SEE NOTES 3 AND 4 2%4" DEPTH ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 BIORETENTION SOIL MIX, SEE NOTE 5 BIORETENTION ADJACENT TO CURB SEE NOTE 2 SIDEWALK, LANDSCAPING, 6" MIN. 1" DRIVEWAY, OR PAVEMENT FREEBOARD 2% TOP OF PONDING - TRANSITION ZONE SOIL, SEE NOTES 3 AND 4 2"-4" DEPTH ARBORIST WOOD CHIP MULCH, SEE STD. PLAN 262.60 7n y v rj BIORETENTION SOIL MIX, SEE NOTE 5 BIORETENTION ADJACENT TO SIDEWALK, LANDSCAPING, DRIVEWAY. OR PAVEMENT WITH FLUSH CURB OR NO CURB 1. THE FOLLOWING MINIMUM SETBACKS SHALL BE PROVIDED FOR FACILITIES WITH SLOPED SIDES ADJACENT TO CURB: 1.1. 4-FOOT MIN. FROM FACE OF CURB TO TOP OF SLOPE ADJACENT TO MAJOR ARTERIAL STREET. 1.2. 2-FOOT MIN. FROM FACE OF CURB TO TOP OF SLOPE ADJACENT TO MINOR ARTERIAL AND COLLECTOR ARTERIAL STREET. 1.3. 1-FOOT MIN. FROM FACE OF CURB TO TOP OF SLOPE ADJACENT TO NON -ARTERIAL STREET OR PARKING LOT WITH NON -FLUSH CURB. 2. THE FOLLOWING MINIMUM SETBACKS SHALL BE PROVIDED FOR FACILITIES WITH SLOPED SIDES ADJACENT TO FLUSH CURB OR NO CURB: 2.1. 2-FOOT MIN. FROM EDGE OF DRIVEWAY OR PAVEMENT TO TOP OF SLOPE ADJACENT TO DRIVEWAY OR PAVEMENT. 2.2. 1-FOOT MIN. FROM EDGE OF SIDEWALK OR LANDSCAPING TO TOP OF SLOPE ADJACENT TO SIDEWALK OR LANDSCAPING. 3. COMPACT TRANSITION ZONE SOIL IMMEDIATELY BEHIND CURB TO 90% MAX. STANDARD PROCTOR DENSITY (ASTM D698). 4. TRANSITION ZONE SOIL SHALL BE BIORETENTION SOIL MIX OR AMENDED SOIL PER GENERAL NOTE 1. 5. 18" MINIMUM BIORETENTION SOIL MIX PER STD. PLAN 262.60 TO TOP OF PONDING DEPTH. GENERAL NOTES: 1. SOIL AMENDMENT: SCARIFY OR TILL SUBGRADE TO 3-INCH DEPTH. PLACE 3-INCHES OF TOPSOIL ON SURFACE AND TILL INTO 5-INCHES OF SITE SOIL. SCARIFICATION DOES NOT APPLY TO LINED FACILITIES. TOPSOIL SHALL HAVE A MINIMUM ORGANIC MATTER CONTENT OF 10 % DRY WEIGHT IN PLANTING BEDS AND 5% IN TURF AREAS, AND A pH FROM 6.0 TO 8.0 OR MATCHING THE pH OF THE ORIGINAL UNDISTURBED SOIL. 2. SEE STD. PLAN 262.30 FOR CURB CUTS. 3. FOR FACILITIES WITH LINERS, PROVIDE LINER ANCHOR PER WSDOT SPECIFICATIONS 8-29.3(2). 4. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 262.20 Aoft PUBLIC WORKS b°��tf3(1Redby: j[11A DEPARTMENT BIORETENTION -EDGE TREATMENTS actin Pastucha /13/2020 Martin Pastucha DATE 6@8N3MFO®8B440D... BIORETENTION - EDGE TREATMENTS • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION NTS SURVEYED: ZLN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF DRAWN: RAG MDR 05/27/20241 JSF CHECKED: MNF BY DATE APPR APP�vEo: JSF ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY 1 8:48 DocuSign Envelope ID: 3131B34D3-7EOA-476C-ADB3-4329FFEOC108 (1) OPEN PICKHOL �ZIJ�Z[tl��1.LiLLtl (2) 3/8"-16 SS SOCKET HEAD CAP SCREW (ALLENHEAD) W/WSHRS ON A 8" DIA BOLT CIRCLE 9" DIA 5/ " 4" 8-13/16" DIA 8-1/8" DIA 10-112" DIA 15" DIA 5/8" FRAME SECTION COVER SECTION CAST IRON FRAME AND PAVED AREA (TYP.) COVER, SEE NOTE 3 EXTEND CLEANOUT RISER 2" ABOVE DESIGNSIGN PONDING D I I ELEVATION OR PER PLAN FERNCO GASKETED QUIK CAP OR SIMILAR 4 a a DESIGN PONDING 8" CLASS "B" ELEVATION 4" STREAMBED COBBLES PER WSDOT 9-03.11(2) ASPHALT, SEE NOTE 4 CLEANOUT RISER, SEE NOTE 2 SOIL TIGHT 45" BEND WYE SOIL TIGHT COUPLER UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR \: PIPE, SEE NOTE 1 r� TO OVERFLOW STRUCTURE OR STORM MAIN 4" COMPACTED SAND OR TGRAVEL BACKFILL FOR DRAINS � PER WSDOT 9-03.12(4) CLEANOUT RISER, SEE NOTE 2 -MECHANICAL PLUG OR CONTINUED CONNECTION TYPICAL CLEANOUT CONFIGURATION CLEANOUT RISER LOCATED WITHIN BIORETENTION PONDING AREA NOTES: 1. DIAMETER TO BE 6-INCHES MINIMUM PRIVATE, 8-INCHES MINIMUM PUBLIC. UNDERDRAIN PIPE PER STD. PLAN 262.10. 2. CLEANOUT RISER SHALL BE SAME MATERIAL AS CONNECTED UNDERDRAIN, FOOTING DRAIN COLLECTOR, OR ROOF DRAIN COLLECTOR PIPE. 3. FRAME AND COVER SHALL BE EJ PRODUCTS 3675Z1PT AND 3675APT OR APPROVED EQUAL. COVER TO BE LOCKING WITH ALLEN HEAD BOLT, MARKED "STORM" OR "DRAIN". 4. FOR CLEANOUTS FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF BIORETENTION PONDING AREA, POUR 8" THICK, 2'x2' SQUARE CONCRETE COLLAR AROUND FRAME. CONCRETE COLLAR SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI. GENERAL NOTES: 1. CLEANOUTS FOR UNDERDRAIN, FOOTING DRAIN COLLECTOR, AND ROOF DRAIN COLLECTOR PIPES SHALL BE INSTALLED AT A MINIMUM OF EVERY 100 FEET, AT EVERY 90 DEGREE OR SECOND 45 DEGREE BEND, AT THE END OF EVERY COLLECTOR PIPE, AND AT EACH END OF AN UNDERDRAIN PIPE NOT CONNECTED TO AN OVERFLOW STRUCTURE. CLEANOUTS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES. 2. ALL FITTINGS SHALL BE SOIL TIGHT. 3. CLEANOUT RISER SHALL BE LOCATED OUTSIDE OF BIORETENTION PONDING WHERE POSSIBLE. 4. CLEANOUTS SHALL NOT BE LOCATED WITHIN THE STREET TRAVEL LANE, UNLESS OTHERWISE APPROVED BY THE CITY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 226.00 }' PUBLIC WORKS 9dD$hedby: DEPARTMENT STORM SYSTEM CLEANOUT MaWagaritbiAn Pastucha 8/13/zo �,4rpygp,Q,9D_. DATE STORM SYSTEM CLEANOUT �' OF WASgI ® o 39847 1601 5th Avenue, Suite 1600 �EGIST- Seattle, WA 98101 10 AL E206.622.5822 12/09/2025 www.kpff.com CITY OF RENTON Planning/Building/Public Works Dept. NTS 1 R-436330 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �ID HBray 12/31 /2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 STORM DETAILS DATE: 05/30/202 PAGE: DRAWING NO. C6.32 SHEET*30 OF.55 co co O O C0 I..L Liz co O O O N co co O LLJ H E Cl- L0 cV O N cr O 0 NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE 05 E, W.M. M ti PLANTER WEIR WALL SET AT PLANTER OVERFLOW M O ELEVATION PER PLAN. LO WEIR LOCATION IN N PLANTER PER PLAN. CU 5/16" THICK STEEL PLATE (4) #5 REBAR WELDED TO PLATE Il \ FOR REFERENCE SEE SHEET C6.30 DETAIL 5: COR STD. PLAN - 262.00 BIORETENTION INTERNAL WEIR WALL DETAIL NTS I'mr�%m mm mirdlim 1. GEOTEXTILE SHALL BE DITCH LINING PER TABLE 4 OF WSDOT STANDARD SPECIFICATIONS SECTION 9-33.2(1). 2. MAXIMUM GRATE HOLE WIDTH (OPEN) SHALL BE 1/4". GRATE SHALL BE 12"x18" OR 18"x24", CAST IRON URBAN ACCESSORIES TRENCH GRATE WITH TITLE WAVE PATTERN OR APPROVED EQUAL. MINIMIZE THE NUMBER OF GRATES CURB DRAIN BY USING (2)-18" LONG & (1)-12" LONG GRATE FOR 5-FOOT CUT OPENING SIDEWALK WIDTH. A 3. GRATE SHALL MEET ADA REQUIREMENTS. 00 4. TOP SURFACE OF BOLTS SHALL BE RECESSED OR FLUSH ROADWAY 6" WITH GRATE. 5. FRAME SHALL BE 18" WIDE TYPE S PEDESTRIAN DUTY MILO STEEL ASTM 36 BY URBAN ACCESSORIES OR APPROVED EQUAL. 6. INSTALL FRAME AND GRATE PER MANUFACTURER'S SPECIFICATIONS WITH A MINIMUM OF 2 BOLTS PER GRATE PLAN PER SIDE. SIDEWALK GUTTER B STREAMBED COBBLES (1"-4") HAND PLACED FOR FINISHED LOOK CURBW Y Y Y W W W Y Y Y W W Y Y Y Y W W W Y Y Y Y W W W W Y W d a W W W . . . . W W W . W W W W W y d ° A W W W W 4.4. 4.W W W W W e d CURB GUTTER B � MATCH SIDEWALK SLOPE CURB &GUTTER CELL BANK �11 SIDEWALK r 1' 1" ASPHALT PAVEMENT 6 __________ _ �� 1� 3 22" MIN. `o GEOTEXTILE 30" MIN. BELOW ROCK SECTION A - A SEE NOTE 1 �VOVVVODU O VOVVVODU VODU VO `Y W W W W W FLOW OoOo Oo�0o00�0000�0000�0 _ W W WN m m m- �Oo�ODo- �OoOo�O Oo��PWUP') Q Y Y Y W Y Y Y Y Y Y Y Y Y Y Y Y Y W Y Y Y W Y Y Y Y W Y Y Y W Y Y Y Y Y Y Y Y Y Y Y Y Y Y W Y Y W W W Y Y Y Y W W W Y Y W W W W W Y W W W Y Y W W W W Y TOP OF INLET 12"x18" GRATE. CHANNEL WALL BOLT IN PLACE 181/8" INLET CHANNEL 1611 17 WALLS 6" DEPTH STREAMBED COBBLE (4") PER WSDOT STD SPECIFICATION 9-03.11(2) — CELL BOTTOM 1� CURB & GUTTER • d d A ° , . e ° ° r °. d e 6„ A d'' . • . •° • a d. ° a A } a. 6" RE 4 - #4 BAR CONTINUOUS #4 BAR 6" FROM ENDS AND V O.C. GUTTER LINE STREET SLOPE �— STREET SLOPE 3' EXPANSION JOINT 6" MIN THICKNESS CONCRETE CHANNEL EACH SIDE (TYP.) TOP SURFACE ELEVATION VARIES PER SECTION A -A SECTION B - B CONCRETE INLET, CHANNEL & GRATE NTS • Call 811 • • two business days before you dig 2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION SURVEMZLN DESIGN MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF ° RAG MDR 05/27/2024 JSF cNEGKW: MNIF BY DATE APPR APPROVED. JSF 0 2.5' 5' 10, 1 inch = 5 feet 12/09/2025 18 5/8"± 18 1 /8"± PLAN VIEW z Q J N� W N = W CD 0 z W J LLL J N W 0 G RAT ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS. i L < — < <' L 1 4 < �L L . 1 1 L L < < < A 1 DETAIL ELEVATION A - A 18 5/8"± ELEVATION A - A ANCHOR, Z43 REBAR EMBEDMENT EQUAL SPACING NOT TO EXCEED 18" O.C. TYP. ISOMETRIC VIEW FRAME TRENCH GRATE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www•knff•cnm CITY OF + I ONE INCH \\RENTON �FNTO� AT FULL WALE • • • • - ���� • •Dept. IF NUr ONE ,. « SCALE ««. NTS R-436331 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING ` % IL HBray 12/31/2025 SOLERA TOWNHOMES 2842 NE SUNSET BLVD RENTON, WA 98056 STORM DETAILS DATE: 05/30/202, nm DBDDK. PAGE: DRAWING NO. C6.33 SNEEr.31 OF. CM M O O 00 ti O O N J a, 3 0 0 i i n 0 0 0 0 U U c .o+ 0 i 0 0 Q N V) E 0 3 0 a Q> 0 co 00 N 0 0 i rn 0 CN N 0 0 0 0 N E :_ a CD 0 N CD 0 � \ 00, Ss /2 cP O \ : O 0 LU \ c090s�s� \ W �� 61 � 1 !i � \90 O z O LU gyp. Rom. GJ U) x s �= o�oz'� A o s " +� 0 GAO �O� — — PROPERTY LINE — — ROW LINE ROW CENTERLINE UNIT LOT NUMBER w w WATER MAIN TEE N GATE VALVE 1 CONCRETE THRUST BLOCK SS SS SEWER MAIN 0 SANITARY SEWER MANHOLE ► FLOW DIRECTION ARROW NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. v UUNNLU I I U tXIS I INU SLVVLK MAIN 5 I Ub 3. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER FITTINGS PER COR STD PLANS 330.1, 330.2 AND 330.3 4. WHERE NEW WATER MAIN CROSSES A NON -POTABLE PIPE, ONE FULL LENGTH OF WATER PIPE SHALL BE USED WITH THE PIPE CENTERED FOR MAXIMUM JOINT SEPARATION 5. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF THE PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE 6. WATER MAIN SHALL BE RJ CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. "FIELD-LOK" GASKETS ARE NOT PERMITTED 7. ALL ROADWAYS IN VARYING WIDTH UTILITY AND ACCESS EASEMENT UNLESS OTHERWISE NOTED. 8. CONSTRUCT POLY PIGGING STATIONS AT CONNECTIONS TO EX. WATER MAINS PER STD PLAN 300.7. • Call 811 • • two business days before you dig �D� 11UU UK AF'F'KUVLU LIJUAL. FIELU LUUK UASKE 15 AKE NU I F'EKMI I I EU. 10. CONTRACTOR SHALL POTHOLE AND VERIFY LOCATION AND ELEVATION OF SEWER AND WATER MAIN EXTENSION POINTS OF CONNECTION, AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 11. WATER PRESSURE EXCEEDS 80PS1. INDIVIDUAL UNIT PRV'S ARE REQUIRED DOWNSTREAM OF ALL DOMESTIC WATER METERS (PER COR STD. PLAN 340.4) 12. DOUBLE CHECK VALVE ASSEMBLY (DCVA) REQUIRED DOWNSTREAM OF ALL INDIVIDUAL UNIT METERS PER COR STD 340.8. 13. ALL SIDE SEWERS SHALL BE 6" PVC SDR35 PER WSDOT STANDARD SPECIFICATIONS 9-05.1(5) WITH 2% MIN SLOPE UNLESS INDICATED OTHERWISE. 14. IN AREAS OF FILL, NEW ROADWAY SUBGRADE SHALL BE FILLED AND COMPACTED BEFORE EXCAVATION FOR INSTALLATION OF NEW WATER MAINS (TYP). 2 CIVIL CONSTRUCTION PERMIT - 3RD SUBMITTAL 1 CIVIL CONSTRUCTION PERMIT - 2ND SUBMITTAL 0 CIVIL CONSTRUCTION PERMIT NO. REVISION SURVEYED: ZLN DESIGNED: MDR JSF 12/8/2025 JSF JSF 08/31/2025 JSF DRAWN: RAG MDR 05/27/20241 JSF CHECKED: MNF BY DATE APPR JSF 0 15' 30' 60' 1 inch = 30 feet 12/09/2025 06' 0'py9O�� �° M� �I N HI r� ro WIZ � I � 1 o O + + o LnLU U W W 2 w Z_ Ito J W 2 1 W Cn 1 Q 1 � CONDITION OF APPROVAL: EASEMENTS SHALL BE REVISED TO CORRECT DEFICIENCIES OUTLINED BY CITY OF RENTON PER EXHIBIT PROVIDED BY THE DEVELOPMENT ENGINEERING PROJECT MANAGER SENT TO APPLICANT VIA EMAIL ON 12/31 /2025 REVISED EASEMENTS SHALL BE PROVIDED TO THE DEVELOPMENT ENGINEERING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION CLOSEOUT SEM 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.knff.com I gm HORIZONTAL- NAD 19W/1991 CITY OF 11 RENTON ONE INCH DATUM AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-436332 w-436301 s-436301 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY DEVELOPMENT ENGINEERING JValdez 12/18/2025 Ul r HBray 12/31/2025 U1 WASTEWATER UTILITY 'D jstowell 01 /02/2026 L DATE. SOLERA TOWNHOMES 05/30/202, 2842 NE SUNSET BLVD FIELDBOOK: FADE RENTON, WA 98056 DRAWING NO: BLOCK C COMPOSITE UTILITY PLAN C7'00 SHUT:32 OF.55 co M C)o 0 00 LO ti O N Q J NW 1/4 OF NW 1/4 & THE NE 1/4 OF NW 1/4 SEC 9, TWN 23 N, RGE05E,W.M. M tD M 0 w I— U7 LU 5 O 2 Z O Q LU I 0 U7 3 O O I s= n 0 0 U 0 O U U c o+ Q N U V) E 0 3 0 a 0 co 00 N O 0 0 N 0 0 O 0 N E E CD 0 N CD 0 PLEASE SHOWN AND OBTAIN A 5-FT WIDE EASEMENTAROUND THE HYDRANT I 5': 5' 5' LEGEND: W W N 1 0 0 0 0 0 + o o U') ti Q U N W w Li = zN J LU = W CU N H Q PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER WATER MAIN TEE GATE VALVE CONCRETE THRUST BLOCK ss ss SEWER 0 SANITARY SEWER MANHOLE ► FLOW DIRECTION ARROW CONDITION OF APPROVAL: EASEMENTS SHALL BE REVISED TO CORRECT DEFICIENCIES OUTLINED BY CITY OF RENTON PER EXHIBIT PROVIDED BY THE DEVELOPMENT ENGINEERING PROJECT MANAGER SENT TO APPLICANT VIA EMAIL ON 1 2/31 /2025 REVISED EASEMENTS SHALL BE PROVIDED TO THE DEVELOPMENT ENGINEERING PROJECT MANAGER FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION CLOSEOUT • Call 811 • • two business days before you dig SURVEYED: ZLN DESIGNED: MDR 2 CIVIL CONSTRUCTION PERMIT — 3RD SUBMITTAL JSF 12/8/2025 JSF 1 CIVIL CONSTRUCTION PERMIT — 2ND SUBMITTAL JSF 08/31/2025 JSF DRAWN: RAG 0 CIVIL CONSTRUCTION PERMIT MDR 05/27/2024 JSF CHECKED: MNF NO. REVISION BY DATE APPR APPROVED: JSF 0 15' 30' 60' iiiw 1 inch = 30 feet 12/09/2025 REFER TO SHEET C7.00 FOR WATER & SEWER CONSTRUCTION NOTES 11q3ff 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www_knff.com I gm HORIZONTAL- NAD 19W/1991 CITY OF 11 RENTON ONE INCH 7DATUV AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY R-436333 w-436302 s-436302 IN COMPLIANCE WITH CITY OF RENTON STANDARDS WATER UTILITY DEVELOPMENT ENGINEERING AOV �. JValdez 12/18/2025 HBray 12/31/2025 WASTEWATER UTILITY jstowell 01 /02/2026 DAM SOLERA TOWNHOMES 05/30/202 2842 NE SUNSET BLVD FIELDBOOK: PAGE RENTON, WA 98056 DRAWING NO: BLOCK D COMPOSITE UTILITY PLAN C7'0 1 sHUT: 33 OF.55 co ti M O O Ln N U co M O O C>D Lid ti M O O O N Q