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Home My WebLink AboutP_Civil_251208_APPROVEDNE 12 ST SUN S E T B L V D NE 1 0 T H S T ED M O N D S A V E N E MO N R O E A V E N E PROJECT LOCATION 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 PROJECT TEAM APPLICANT NEW HOME CO. 1700 NW GILMAN BLVD, SUITE 220 ISSAQUAH, WA 98027 PHONE: 503-899-8170 CONTACT: JADEN STOREDAHL EMAIL: JSTOREDAHL@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 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 CURRENT PARCEL OWNERS PARCEL NUMBER: 722780-1785 NAME: SOLERA MANAGER LLC ADDRESS: NE 12TH ST 98056 RENTON, WA 98056 PARCEL NUMBER: 722780-1235 NAME: SOLERA MANAGER LLC ADDRESS: 2806 HARRINGTON PL NE RENTON, WA 98056 PARCEL NUMBER: 722780-1405 NAME: SOLERA MANAGER LLC ADDRESS: 975 HARRINGTON PL NE RENTON, WA 98056 VICINTY MAP SCALE: 1" = 500'± 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, SUITE 1200 PO BOX 97034 BELLEVUE, WA 98009-9734 (425) 454-6363 (888) 225-5773 SOLERA TOWNHOMES CIVIL CONSTRUCTION PERMIT RENTON, 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. 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: NAVD 88 LEGAL DESCRIPTION: PARCEL I LOT 2, CITY OF RENTON LOT LINE ADJUSTMENT NO. LUA22-000265, RECORDED AUGUST 25, 2022 RECORDING NO. 20220825900001, IN KING COUNTY, WASHINGTON. PARCEL II 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. 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. COVER SHEET 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 C6.00 BLOCK C ROAD & STORM DRAINAGE PLAN OVERVIEW 15 C6.01 BLOCK D ROAD & STORM DRAINAGE PLAN OVERVIEW 16 C6.10 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY A 17 C6.11 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY B 18 C6.12 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY B 19 C6.13 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY C 20 C6.14 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEYS D & E 21 C6.15 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEYS F & G 22 23 C6.16 ROAD SECTIONS 24 C6.20 ROAD DETAILS 25 C6.30 STORM DETAILS 26 C6.31 STORM DETAILS 27 C6.32 STORM DETAILS 28 C6.33 STORM DETAILS 29 C7.00 BLOCK C COMPOSITE UTILITY PLAN 30 C7.01 BLOCK D COMPOSITE UTILITY PLAN 31 C7.10 WATER AND SEWER PLAN & PROFILE ALLEY A 32 C7.11 WATER AND SEWER PLAN & PROFILE ALLEY B 33 C7.12 WATER AND SEWER PLAN & PROFILE ALLEY B 34 C7.13 WATER AND SEWER PLAN & PROFILE ALLEY C 35 C7.14 WATER AND SEWER PLAN & PROFILE ALLEYS D & E 36 C7.15 37 SEWER & WATER DETAILS 38 40 C7.20 SEWER & WATER DETAILS 41 C7.21 SEWER & WATER DETAILS 42 SHEET INDEX SHEET NUMBER SHEET TITLE SHEET X OF 51 L2.01 OPEN SPACE PLAN L2.02 COMPOSITE LANDSCAPE PLAN L2.03 LANDSCAPE PLAN L2.04 LANDSCAPE PLAN 47 L2.05 LANDSCAPE PLAN 48 L2.06 LANDSCAPE SCHEDULE AND NOTES 49 L2.31 LANDSCAPE DETAILS 50 L2.32 LANDSCAPE DETAILS 51 IL-01 FRONTAGE PHOTOMETRIC CALCULATIONS 52 OS-01 ON-SITE LIGHTING PLAN 53 OS-02 ON-SITE LIGHTING PLAN 54 OS-03 ON-SITE LIGHTING DETAILS 55 TELEPHONE: CENTURY LINK 1600 7TH AVENUE SEATTLE, WA 98191 (800) 244-1111 C5.10 COMMON SPACE ENLARGEMENT C5.11 COMMON SPACE ENLARGEMENT C7.22 SEWER & WATER DETAILSC7.23 SEWER & WATER DETAILS 43 56 C6.21 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY H 39WATER AND SEWER PLAN & PROFILE ALLEYS F & G C7.24 44 45 46 WATER AND SEWER PLAN & PROFILE COURTYARD WATER AND SEWER PLAN & PROFILE COURTYARD C7.17 C7.18 58 57 12/09/2025 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 #13) 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 WATER UTILITY JValdez 12/18/2025 r-436301 DEVELOPMENT ENGINEERING HBray 12/31/2025 Surface Water Enginering jfarah 12/31/2025 WASTEWATER UTILITY jstowell 01/02/2026 REGIONAL FIRE AUTHORITY cthomas 01/05/2026 APPROVED AMorganroth 01/05/2026 CURRENT PLANNING 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 CITY OF RENTON SURFACE WATER DRAINAGE NOTES: FOR COR STD 267.00 & 267.10 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2.THE APPLICANT 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 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 RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 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, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 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. 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. 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,THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY.THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH.MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL(9-03.19). 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& SPECIFICATIONS.THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE,UNYIELDING BASE.PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. 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. GENERAL NOTES 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 O 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. 12/09/2025 r-436302 DEVELOPMENT ENGINEERING HBray 12/31/2025 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 CITY OF RENTON EROSION CONTROL NOTES (COR STD PLAN 268.00): 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE-CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2.THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3.THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST-PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4.THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5.STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK-OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6.WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF-SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON-SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7.ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTILSUCH TIME THAT CLEARING AND/OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON-SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON-SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8.ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9.THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 11.ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12.ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13.WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14.ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15.THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16.BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17.AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT-LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18.ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON-SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20.PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON. AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21.PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT-LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON-SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22.ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS-OF-WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. ABBREVIATIONS AD AREA DRAIN APPROX APPROXIMATELY BC BOTTOM OF CURB BE BOTTOM OF EXCAVATION BMP BEST MANAGEMENT PRACTICES BOE BOTTOM OF EXCAVATION BP BOTTOM OF POND BW BACK OF WALL CB CATCH BASIN CCR COORDINATED CIVIL REVIEW ℄CENTERLINE CO CLEAN OUT COMM COMMUNICATIONS COR CITY OF RENTON DI DUCTILE IRON DOE DEPARTMENT OF ECOLOGY DOM DOMESTIC DR DOOR EL ELEVATION ELEC ELECTRICAL EX/EXIST EXISTING FD FRENCH DRAIN FDC FIRE DEPARTMENT CONNECTION FF FINISHED FLOOR FG FINISHED GRADE FL FLOW LINE FS FIRE SERVICE FW FACE OF WALL HP HIGH POINT IE INVERT ELEVATION LD LANDING LF LINEAL FEET LP LOW POINT LT LEFT ME MATCH EXISTING MECH MECHANICAL MEP MECHANICAL ELECTRICAL PLUMBING MH MANHOLE MMA METHYL METHACRYLATE MON MONUMENT NO.NUMBER NTS NOT TO SCALE PE POLYETHELYNE PED PEDESTRIAN PIV POST INDICATOR VALVE POC POINT OF CONNECTION PSE PUGET SOUND ENERGY R RADIUS RD ROOF DRAIN ROW RIGHT OF WAY RT RIGHT SD STORM DRAIN SQ SQUARE FEET SS SANITARY SEWER SSS SANITARY SIDE SEWER ST SOUND TRANSIT STA STATION STD STANDARD STW STORMWATER TC TOP OF CURB TESC TEMPORARY EROSION AND SEDIMENTATION CONTROL TP TOP OF POND TW TOP OF WALL TYP TYPICAL W WATER WQ WATER QUALITY WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION CITY OF RENTON WATER PLAN GENERAL NOTES: (COR STD PLAN 300.00): 1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1- 800-424- 5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3.ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND CATALOG CUTS" FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON- SITE. 4.ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C 104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/ AWWA C110/ A21. 10- 82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5.MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE- HALF OF PIPE MANUFACTURER' S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD (MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6.CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS ( OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7.ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8.NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. GENERAL NOTES & ABBREVIATIONS 12/09/2025 WATER UTILITY JValdez 12/18/2025 r-436303 DEVELOPMENT ENGINEERING HBray 12/31/2025 HAR R I N G T O N A V E N E HAR R I N G T O N A V E N E NE 1 0 T H S T NE 1 1 T H S T AL L E Y A ALLEY B AL L E Y D AL L E Y E AL L E Y F BLOCK C JEFFERSON AVE NE 5. 0 ' SI D E B S B L 15.0' FRONT BSBL 45+00 46+00 47+00 48+00 49+00 50+0050+00 69 + 0 0 79 + 0 0 89 + 0 0 25 3 + 0 0 2 5 4 + 0 0 2 5 5 + 0 0 2 5 5 + 2 2 . 9 5 10+00 11+00 12+00 13+00 14+00 15+00 16+00 17+00 30.0' 29 . 5 ' 29 . 5 ' 59 . 0 ' RO W 29.5'29.5' 59.0' ROW STA 253+12.50 NE 10TH STREET= STA 10+29.71 JEFFERSON AVE NE STA 11+33.69 JEFFERSON AVE NE= STA 30+97.00 ALLEY A STA 30+00.00 ALLEY A= STA 44+36.35 ALLEY B STA 45+86.47 ALLEY B= STA 70+00.00 ALLEY D STA 47+41.79 ALLEY B= STA 80+00.00 ALLEY E STA 48+97.54 ALLEY B= STA 90+00.00 ALLEY F N35°41'58"E N35°41'58"E S5 4 ° 1 8 ' 0 2 " E S5 4 ° 1 8 ' 0 2 " E S5 4 ° 1 8 ' 0 2 " E S5 4 ° 1 8 ' 0 5 " E N5 4 ° 3 6 ' 1 9 " W 31 2 . 5 0 ' FOUND 'X' IN 1 3/4" BRASS DISC IN 4"X4" CONC MON IN CASE STAMPED "LS45174 2018" STA 10+35.22, 1.60' RT ELEV = 339.99 N: 185439.8983 E: 1307129.3213 16.0' 16.0' PROPERTY LINE (TYP) R=10.00'R=10.00'R=10.00'R=10.00'R=10.00'R=10.00'R=10.00' Δ=90°00'00" L=23.56' R=15.00' ROW LINE (TYP) 9.0' SIDE BSBL 16.0' 16.0' 16.0'16.0' 15.0' BSBL Δ=87°50'47" L=23.00' R=15.00' Δ = 3 4 ° 0 9 ' 5 0 " L = 1 4 6 . 3 5 ' R = 2 4 5 . 4 4 ' N32°13'36"E 661.49' S35°41'58"W 578.50' S5 4 ° 1 8 ' 0 2 " E 18 3 . 8 9 ' Δ=90°00'00" L=23.56' R=15.00' 16.0' UTILITY AND ACCESS ESMT. 4 25 0 + 0 0 STA 250+00.00, NE 10TH STREET FOUND PUNCH IN 1 3/4" BRASS DISC IN 4"x4" CONC MON IN CASE 0.55' BELOW GRADE N: 185255.3565 E: 1307379.5505 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 30 feet 15'30'60' LEGEND:NOTES: 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. THE BASIS FOR HORIZONTAL CONTROL IS THE TWO FOUND MONUMENTS IN NE 10TH STREET IDENTIFIED ON THE SURVEY BY AXIS, DATED 12/30/20. 5.SEE ROAD AND STORM DRAINAGE PLANS FOR CENTERLINE PROFILES. 6.SEE GRADING PLANS FOR CURB RETURN AND CURB RAMP INFORMATION. 7.SEE LANDSCAPE PLANS FOR PLANTINGS, FURNISHINGS, JOINTING, AND SCORING. 8.ALL ROADWAYS IN 16.0' UTILITY AND ACCESS EASEMENT UNLESS OTHERWISE NOTED. PROPERTY LINE ROW LINE ROW CENTERLINE BUILDING SETBACK LINE (BSBL) CURB PROPOSED ASPHALT PROPOSED CONCRETE BLOCK C HORIZONTAL CONTROL PLAN FO R C O N T I N U A T I O N S E E S H E E T C2 . 0 1 4 4 12/29/2025 r-436304 DEVELOPMENT ENGINEERING HBray 12/31/2025 HARRINGTON PL NEHARRINGTON PL NE N E 1 2 T H S T NE 1 1 T H S T AL L E Y G ALLEY C JEFFERSON AVE NE 15.0' FRON T B S B L 1 5 . 0 ' F R O N T B S B L 5. 0 ' SI D E B S B L 50+0050+00 51+00 52+00 53+00 5 4 + 0 0 99 + 0 0 153+00 17+00 18+00 19+00 20+0 0 21+0 0 22+3 7 . 5 9 2 9 . 5 ' 2 9 . 5 ' 5 9 . 0 ' R O W 29.5'29.5' 59.0' ROW STA 51+03.42 ALLEY C= STA 100+00.00 ALLEY G STA 53+33.76 ALLEY C= STA 153+33.76 ALLEY H STA 54+01.76 ALLEY C= STA 20+74.93 JEFFERSON AVE NE N35°41'58"E S5 4 ° 1 8 ' 0 2 " E 12 7 . 3 6 ' N32°18'23"E S 8 8 ° 5 7 ' 5 9 " E R=30.00' R=32.00' R=100.00' PC 51+71.49 PC 52+86.64 PT 52+32.00 PT 53+33.76 (ALLEY C) PC 152+97.23 PT 153+30.03 (ALLEY H) 16.0' UTILITY AND ACCESS ESMT ROW LINE (TYP) R=10.00'R=10.00' R=5.00' S5 4 ° 1 8 ' 0 2 " E 13 1 . 2 8 ' Δ=90°00'00" L=23.56' R=15.00' N35°41'58"E 160.59' Δ =3 4 °4 0 '0 1 " L =3 9 .6 3 'R =6 5 .5 0 ' N01° 0 1 ' 5 7 " E 178.1 8 ' Δ=90°00'00" L=23.56' R=15.00' Δ=58°48'21" L=123.16' R=120.00' S32°13'36"W 223.96' Δ=86°31'38" L=47.57' R=31.50' 16.0' 16.0' ALLEY H 16.0' 16.0' STA 50+00.00 ALLEY B= STA 50+00.00 ALLEY C 15.0' BSBL S5 4 ° 1 8 ' 0 2 " E 18 3 . 8 9 ' Δ=90°00'00" L=23.56' R=15.00' PC 19+02.43 PT 19+59.91 R =9 5 .0 0 ' BLOCK D N01° 0 1 ' 5 7 " E STA 251+63.98, NE 10TH STREET FOUND PUNCH IN 1/4" BRASS PLUG IN CONC IN CASE 0.9' BELOW GRADE COR #398 N: 183800.1320 E: 1306144.4140 FOUND PUNCH IN 2 3/4" BRASS DISK 0.7' BELOW GRADE COR #57 N: 186452.8650 E: 1306190.3960 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 30 feet 15'30'60' NOTES: 1.SEE SHEET C2.00 FOR HORIZONTAL CONTROL NOTES. BLOCK D HORIZONTAL CONTROL PLAN FO R C O N T I N U A T I O N S E E S H E E T C2 . 0 0 LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE CURB PROPOSED ASPHALT PROPOSED CONCRETE 12/29/2025 r-436305 DEVELOPMENT ENGINEERING HBray 12/31/2025 HAR R I N G T O N A V E N E NE 1 0 T H S T JEFFERSON AVE NE NE 1 1 T H S T AL L E Y A ALLEY B AL L E Y D AL L E Y E AL L E Y F EX. FIRE HYDRANT BLOCK C343 344 345 350 344 346 347 348 349 351 352 3 5 2 3 4 9 346 345 350341342343 3 4 4 346 347 348 349 351 352 35 3 ROW LINE (TYP) PROPERTY LINE (TYP) VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) EX. FIRE HYDRANT EX. FIRE HYDRANT 346 347 353352351350 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 30 feet 15'30'60' LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE PROPOSED CONTOUR WATER MAIN WATER FITTINGS SEWER MAIN SANITARY SEWER MANHOLE UTILITY EASEMENT STORM MAIN CATCH BASIN CLEANOUT BIORETENTION PLANTER CURB 360 PROPOSED ASPHALT PROPOSED CONCRETE BLOCK C SITE PLAN SE E S H E E T C 3 . 0 1 F O R C O N T I N U A T I O N 12/09/2025 r-436306 DEVELOPMENT ENGINEERING HBray 12/31/2025 HARRINGTON PL NE N E 1 2 T H S T JEFFERSON AVE NE AL L E Y G ALLE Y C BLOCK D 355 353 354 356 35 7 357 357 3 5 1 3 5 2 353 35535 4 35435 4 356 3 5 4 ALLEY H NE 1 1 T H S T ROW LINE (TYP) VARYING UTILITY AND ACCESS ESMT (TYP) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 30 feet 15'30'60' LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE PROPOSED CONTOUR WATER MAIN WATER FITTINGS SEWER MAIN SANITARY SEWER MANHOLE STORM MAIN CATCH BASIN CLEANOUT BIORETENTION PLANTER CURB 360 PROPOSED ASPHALT PROPOSED CONCRETE BLOCK D SITE PLAN SE E S H E E T C 3 . 0 0 F O R C O N T I N U A T I O N 12/09/2025 r-436307 DEVELOPMENT ENGINEERING HBray 12/31/2025 HAR R I N G T O N A V E N E NE 1 0 T H S T NE 1 1 T H S T JEFFERSON AVE NE 343 344 345 35 0 344 346 347 348 34 9 351 35 2 3 5 2 35 3 3 4 9 346 347 34 7 353 BLOCK C CATCH BASIN INSERT (TYP) 3 C4.10 21,000 GAL SETTLEMENT TANK (FIELD LOCATE) LIMITS OF DISTURBANCE (TYP) CONSTRUCTION FENCE (TYP) 14 (2) 21,000 & (1) 9,000 GAL SEDIMENT TANK (FIELD LOCATE) TEMPORARY CULVERT (TYP) TEMPORARY CULVERT CHECK DAM (TYP) 5 C4.11 INTERCEPTOR SWALE (TYP) 4 C4.11 SETTLEMENT TANK DISCHARGE AND MONITORING POINT SETTLEMENT TANK DISCHARGE AND TESC MONITORING POINT PROTECT EX. TREE (TYP) SILT FENCE (TYP) 1 C4.10 SILT FENCE (TYP) ROW LINE (TYP) PROPERTY LINE (TYP) WHEEL WASH 6 C4.11 350 351 352353 CONCRETE WASHOUT PAN (FIELD LOCATE)341.93 341.55 341.24 343.58 343.29 343.02 342.74 343.65 343.09 342.81 343.36 345.73 345.17 344.89 345.45 345.80 345.24 344.96 345.52 343.97343.69343.32343.17342.89 345.98345.70345.33345.18344.93344.65 348.48 347.92 347.64 348.20 348.53 347.97 348.25 347.73 347.44 351.71 351.15 351.43 350.90 350.62 351.22 351.50 350.98 350.69 348.66348.28347.79347.58347.25346.88 351.32350.94350.45350.24349.91 342.56 344.21 346.61 349.11 349.16 352.34 352.41 348.29 351.95 344.21 344.28 346.36 346.43 349.29349.29349.29348.29346.61346.61346.61346.61346.61344.60344.60344.60344.60 342.56 342.56 351.95351.95351.95351.75351.75 349.54 344.60 351.78 349.29 344.21 344.21 344.28 344.28 344.28 346.36 346.36 346.36 346.43 346.43 346.43 349.11 349.11 349.11 349.16 349.16 349.16 349.16 352.34 352.34 352.34 352.34 352.41 352.41 352.41 352.41 SUMP & PUMP (TYP) (FIELD LOCATE) 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 30 feet 15'30'60' BLOCK C TESC PLAN LEGEND: TEMPORARY CULVERT FLOW DIRECTION CHECK DAM SUMP & PUMP CATCH BASIN INSERT STABILIZED CONSTRUCTION ENTRANCE APPROXIMATE BUILDING PAD PROPERTY LINE LIMITS OF DISTURBANCE TEMPORARY CONSTRUCTION FENCE SILT FENCE TREE PROTECTION INTERCEPTOR SWALE FORCE MAIN BUILDING STRUCTURAL PAD ELEVATION XXX.XX SE E S H E E T C 4 . 0 1 F O R C O N T I N U A T I O N STABILIZED CONSTRUCTION ENTRANCE (TYP) 2 C4.10 NOTES: 1.INSTALL CATCH BASIN INSERTS IN STABILIZED AREAS. 2.ADJUST AND MAINTAIN EXISTING CONSTRUCTION FENCING AS NEEDED TO PROTECT THE SITE AND ACCOMMODATE THE WORK. 3.APPLY HYDROSEED WITH TACKIFIER TO EXPOSED SOILS IN DISTURBED AREAS AND SLOPES TO STABILIZE SOILS AND PREVENT EROSION. 8.INSTALL INTERCEPTOR SWALES WITH CHECK DAMS TO DIRECT RUNOFF FROM DRAINAGE AREAS AND CONVEY THE RUNOFF TO THE SUMP AND PUMP. 9.IF CONSTRUCTION ENTRANCES ARE NOT PREVENTING SEDIMENT FROM BEING TRACKED 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 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. 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. 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. 14 12/09/2025 r-436308 DEVELOPMENT ENGINEERING HBray 12/31/2025 HARRINGTON PL NE N E 1 2 T H S T NE 1 1 T H S T JEFFERSON AVE NE 355 353 354 356 35 7 357 357 3 5 4 BLOCK D CATCH BASIN INSERT (TYP) 3 C4.10 21,000 GAL SETTLEMENT TANK (FIELD LOCATE) LIMITS OF DISTURBANCE (TYP) CONSTRUCTION FENCE (TYP) TEMPORARY CULVERT CHECK DAM (TYP) 5 C4.11 INTERCEPTOR SWALE (TYP) 4 C4.11 SETTLEMENT TANK DISCHARGE AND MONITORING POINT PROTECT EX. TREE (TYP) STABILIZED CONSTRUCTION ENTRANCE (TYP) 2 C4.10 SILT FENCE (TYP) ROW LINE (TYP) 14 CONCRETE WASHOUT PAN WHEEL WASH 6 C4.11 353.51 353.16 353.23 352.95 352.67 353.65 352.99 353.36 352.84 352.55 355.98355.97355.79355.66355.38 355.97 355.88 355.68 356.41 356.40 356.39 356.30 355.96355.69355.36354.93353.69353.23352.76 354.28 356.61 357.78 357.04 354.28 356.61 356.61 356.61 356.61 357.78 357.78 357.04 357.04 357.04 356.59354.79 354.79 354.79 354.79 354.28 354.28 354.28 354.28 354.28 354.28 354.28 356.59 356.59 356.59 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 30 feet 15'30'60' BLOCK D TESC PLAN NOTES: SEE SHEET C4.00 FOR TEMPORARY EROSION AND SEDIMENT CONTROL NOTES LEGEND: TEMPORARY CULVERT FLOW DIRECTION CHECK DAM SUMP & PUMP CATCH BASIN INSERT STABILIZED CONSTRUCTION ENTRANCE APPROXIMATE BUILDING PAD PROPERTY LINE LIMITS OF DISTURBANCE TEMPORARY CONSTRUCTION FENCE SILT FENCE TREE PROTECTION INTERCEPTOR SWALE FORCE MAIN BUILDING STRUCTURAL PAD ELEVATION XXX.XX SE E S H E E T C 4 . 0 0 F O R C O N T I N U A T I O N 1 C4.10 12/09/2025 r-436309 DEVELOPMENT ENGINEERING HBray 12/31/2025 C4.00, C4.01NTS C4.00, C4.01NTS C4.00, C4.01NTS 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 TESC DETAILS 12/09/2025 r-436310 DEVELOPMENT ENGINEERING HBray 12/31/2025 C4.00, C4.01NTS C4.00, C4.01NTS 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 TESC DETAILS C4.00, C4.01NTS 12/09/2025 r-436311 DEVELOPMENT ENGINEERING HBray 12/31/2025 30 + 0 0 45+00 46+00 68 + 9 1 . 9 1 69 + 0 0 70 + 0 0 345344 346 347 346 347 343 344 15.0' BSBL 5.0' BSBL HAR R I N G T O N A V E N E JEFFERSON AVE NE 344.47 344.70 34 6 . 6 0 3 4 6 . 6 3 346.56 3 4 6 . 7 9 345.47 3 4 7 . 1 0 347.63 347.5 5 34 6 . 5 9 344.95 344. 2 3 344. 3 0 1 2 4 3 346.2 7 346.4 5 1. 5 % 345341342343 344 346 3 4 1 342 34 9 34 5 3 4 6 347 SEE ROAD AND STORM SHEETS FOR BIORETENTION PLANTER GRADING (TYP) 346 . 3 7 ( M E ) ± 346.47 (ME)± 346 . 0 2 ( M E ) ± 345 . 6 8 ( M E ) ± 344 . 9 7 ( M E ) ± 344 . 5 3 ( M E ) ± 343.66 (ME)± 343 . 5 6 ( M E ) ± 343 . 2 2 ( M E ) ± 342 . 6 1 ( M E ) ± 347 . 1 8 ( M E ) ± SEE GRADING ENLARGMENT B C5.10 SEE GRADING ENLARGMENT A C5.10 340. 2 8 ( M E ) ± 339. 8 6 ( M E ) ± 339. 9 2 ( M E ) ± 340. 1 2 ( M E ) ± 340. 2 5 ( M E ) ± 344 . 6 7 ( M E ) ± 347 . 5 0 ( M E ) ± 34 4 34 7 34 6 34 7 34 7 3 4 4 . 0 0 344.0 0 3 4 4 . 0 0 344 . 5 1 3 4 3 . 0 0 343.00 3 4 2 . 8 6 342.86 3 4 4 . 9 0 343.9 0 3 4 4 . 9 0 3 4 4 . 9 0 3 4 6 . 9 1 345.91 3 4 6 . 9 1 346.91 AL L E Y A ALLEY B AL L E Y D BLOCK C TOS: 343.23 TOS: 342.85 TOS: 342.54 TOS: 344.88 TOS: 344.59 TOS: 344.32 TOS: 344.04 TOS: 344.95 TOS: 344.39 TOS: 344.11 TOS: 344.66 TOS: 347.03 TOS: 346.47 TOS: 346.19 TOS: 346.75 TOS: 347.10 TOS: 346.54 TOS: 346.26 TOS: 346.82 TOS: 345.27TOS: 344.99TOS: 344.62TOS: 344.47 TOS: 344.19 TOS: 347.28TOS: 347.00TOS: 346.63TOS: 346.48TOS: 346.23 TOS: 345.95 FFE: 343.86 FFE: 345.51 FFE: 345.58 FFE: 347.66 FFE: 347.73 FFE: 347.91 FFE: 345.51 FFE: 345.51 FFE: 345.51 FFE: 345.58 FFE: 345.58 FFE: 345.58 FFE: 347.66 FFE: 347.66 FFE: 347.66 FFE: 347.73 FFE: 347.73 FFE: 347.73 FFE: 347.91FFE: 347.91FFE: 347.91FFE: 347.91FFE: 347.91 FFE: 345.90FFE: 345.90 FFE: 345.90FFE: 345.90 FFE: 343.86 FFE: 343.86 FFE: 345.90 341.80 34 3 . 2 0 343.0 0 3 4 1 342 Δ BOC ELCURVE R=L= 1/2 3/4 1/4 = PC STA 29+82.00, 8.00' LT (ALLEY A)343.77 343.74 343.65 343.55 PT STA 44+54.45, 8.00' LT (ALLEY B)343.50 90°00'00"10.00'15.71' 1 2 3 4 Δ BOC ELCURVE R=L= 1/2 3/4 1/4 = PC STA 30+18.00, 8.00' LT (ALLEY A)343.21 343.32 343.47 343.63 PT STA 44+54.45, 8.00' LT (ALLEY B)343.81 90°00'00"10.00'15.71' Δ BOC ELCURVE R=L= 1/2 3/4 1/4 = PC STA 45+68.47, 8.00' LT (ALLEY B)345.21 345.42 345.46 345.60 PT STA 69+82.00, 8.00' RT (ALLEY D)345.79 90°00'00"10.00'15.71' Δ BOC ELCURVE R=L= 1/2 3/4 1/4 = PC STA 69+82.00, 8.00' LT (ALLEY D)345.79 345.73 345.70 345.79 PT STA 46+04.47, 8.00' LT (ALLEY B)345.73 90°00'00"10.00'15.71' 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 feet 10'20'40' LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER PROPOSED CONTOUR FINISHED GRADE SPOT ELEVATION BUILDING SETBACK LINE TOP OF SLAB ELEVATION FINISHED FLOOR ELEVATION 362 BLOCK C GRADING PLAN FFE: 345.90 SE E S H E E T C 5 . 0 1 F O R C O N T I N U A T I O N NOTES: 1.REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. 2.ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 3.SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. 4.STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. 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 ORGANIC MATERIAL AND COMPACTED PER THE REQUIREMENTS OF NOTE 3 ABOVE. 6.ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. 7.REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 8.BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. SEE ARCHITECT'S PLANS FOR FINAL ELEVATIONS. 9.CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 346 . 6 6 TOS: 345.27 12/09/2025 r-436312 DEVELOPMENT ENGINEERING HBray 12/31/2025 47+00 48+00 49+00 50+0050+00 78 + 8 2 . 4 9 79 + 0 0 80 + 0 0 88 + 7 3 . 0 4 89 + 0 0 90 + 0 0 35 034734 8 34 9 351 35 2 3 5 2 353 35 3 3 4 9 5.0' BSBL 15.0' BSBL NE 1 1 T H S T NE 1 1 T H S T JEFFERSON AVE NE 3 4 9 . 3 8 349.36 349.42 3 4 9 . 8 3 3 5 2 . 6 0 353 . 0 1 349.38 3 5 0 . 3 5 353.5 0 35 3 . 5 5 350.37 350.4 0 65 7 350346347348349 351 352 35 3 34 9 347 346 . 3 7 ( M E ) ± 346.47 (ME)± 352 . 9 8 ( M E ) ± 351 . 9 6 ( M E ) ± 351 . 6 2 ( M E ) ± 351 . 2 7 ( M E ) ± 350 . 5 6 ( M E ) ± 350 . 1 9 ( M E ) ± 349.27 (ME)± 349 . 1 8 ( M E ) ± 348 . 8 3 ( M E ) ± 34 8 . 4 9 ( M E ) ± 347 . 9 8 ( M E ) ± 347 . 1 8 ( M E ) ± SEE GRADING ENLARGMENT B C5.10 352.06 (ME)± 352 . 4 5 ( M E ) ± 351 . 9 7 ( M E ) ± 351.93 ( M E ) ± 351.84 ( M E ) ± 351.84 ( M E ) ± SEE GRADING ENLARGMENT C C5.11 35 0 35 1 35 2 35 3 352 8 347 . 5 0 ( M E ) ± 350 . 4 1 ( M E ) ± 34 7 34 7 3 4 6 . 9 1 346.91 3 4 8 . 5 9 347.5 9 3 4 9 . 5 9 349.59 3 5 1 . 2 5 351.2 5 3 5 2 . 2 5 352.25 3 5 2 . 7 1 352.71 3 5 2 . 7 1 352.71 ALLEY B AL L E Y E AL L E Y F BLOCK C TOS: 347.28TOS: 347.00TOS: 346.63 TOS: 349.78 TOS: 349.22 TOS: 348.94 TOS: 349.50 TOS: 349.83 TOS: 349.27 TOS: 349.55 TOS: 349.03 TOS: 348.74 TOS: 353.01 TOS: 352.45 TOS: 352.73 TOS: 352.20 TOS: 351.92 TOS: 352.52 TOS: 352.80 TOS: 352.28 TOS: 351.99 TOS: 349.96TOS: 349.58TOS: 349.09TOS: 348.88TOS: 348.55 TOS: 348.18 TOS: 352.62TOS: 352.24TOS: 351.75TOS: 351.54TOS: 351.21 FFE: 347.91 FFE: 350.41 FFE: 350.46 FFE: 353.64 FFE: 353.71 FFE: 349.59 FFE: 353.25 FFE: 350.41 FFE: 350.41 FFE: 350.41 FFE: 350.46 FFE: 350.46 FFE: 350.46 FFE: 350.46 FFE: 353.64 FFE: 353.64 FFE: 353.64 FFE: 353.64 FFE: 353.71 FFE: 353.71 FFE: 353.71 FFE: 353.71 FFE: 350.59FFE: 350.59FFE: 350.59FFE: 349.59 FFE: 347.91FFE: 347.91 FFE: 353.25 FFE: 353.25FFE: 353.25 FFE: 352.25FFE: 352.25 TOS: 350.84 TOS: 353.08 FFE: 350.59 5 6 Δ BOC ELCURVE R=L= 1/2 3/4 1/4 = PC STA 47+23.79, 8.00' LT (ALLEY B)347.74 348.03 348.04 348.25 PT STA 79+82.00, 8.00' RT (ALLEY E)348.41 90°00'00"10.00'15.71' Δ BOC ELCURVE R=L= 1/2 3/4 1/4 = PC STA 79+82.00, 8.00' LT (ALLEY E)348.41 348.73 348.36 348.50 PT STA 47+59.79, 8.00' LT (ALLEY B)348.46 90°00'00"10.00'15.71' 7 8 Δ BOC ELCURVE R=L= 1/2 3/4 1/4 = PC STA 48+79.54, 8.00' LT (ALLEY B)351.35 351.25 351.15 351.35 PT STA 89+82.00, 8.00' RT (ALLEY F)351.52 90°00'00"10.00'15.71' Δ BOC ELCURVE R=L= 1/2 3/4 1/4 = PC STA 89+82.00, 8.00' LT (ALLEY F)351.52 351.48 351.47 351.66 PT STA 49+15.54, 8.00' LT (ALLEY B)352.07 89°58'55"10.00'15.71' 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 feet 10'20'40' BLOCK C GRADING PLAN SE E S H E E T C 5 . 0 2 F O R C O N T I N U A T I O N SE E S H E E T C 5 . 0 0 F O R C O N T I N U A T I O N NOTES: SEE NOTES ON C5.00 LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER PROPOSED CONTOUR FINISHED GRADE SPOT ELEVATION BUILDING SETBACK LINE TOP OF SLAB ELEVATION FINISHED FLOOR ELEVATION 362 FFE: 345.90 34 6 . 6 6 TOS: 345.27 12/09/2025 r-436313 DEVELOPMENT ENGINEERING HBray 12/31/2025 50+0050+00 51+00 52+00 53+00 5 4 + 0 0 98 + 8 5 . 6 4 99 + 0 0 10 0 + 0 0 151+91.26152+00 153+00 355 353 354 356 35 7 357 357 354 15.0' BSBL 1 5 . 0 ' B S B L 15 . 0 ' BS B L 6.5' BSBL HARRINGTON PL NE N E 1 2 T H S T JEFFERSON AVE NE NE 1 1 T H S T 3 5 4 . 9 5 3 5 3 . 8 5 353.58 354.5 8 9 10 11 12 3553 5 4 35435 4 356 (M E ) 3 5 2 . 7 9 (M E ) 3 5 3 . 8 6 355 . 8 3 ( M E ) ± 356 . 4 8 ( M E ) ± 3 5 6 . 6 1 ( M E ) ± 35 6 . 6 1 ( M E ) ± 35 6 . 5 7 ( M E ) ± 3 5 5 . 4 7 ( M E ) ± 355 . 4 2 ( M E ) ± 3 5 5 . 0 8 ( M E ) ± 354 . 9 4 ( M E ) ± 3 5 4 . 5 9 ( M E ) ± 354 . 5 5 ( M E ) ± 354.2 3 ( M E ) ± 3 5 1 . 6 9 ( M E ) ± 3 5 1 . 9 7 ( M E ) ± 3 5 2 . 0 2 ( M E ) ± 3 5 2 . 5 5 ( M E ) ± ( M E ) 3 5 3 . 0 7 ( M E ) 3 5 3 . 3 1 (M E ) 3 5 3 . 3 7 (M E ) 3 5 5 . 2 2 (M E ) 3 5 5 . 9 1 (M E ) 3 5 6 . 0 7 35 5 35 6 3 5 4 . 5 8 354.58 3 5 4 . 5 8 354.58 355.09 355.0 9 355.09 3 5 5 . 0 9 3 5 6 . 8 9 355.09 3 5 6 . 8 9 356.89 35 7 . 3 4 357.3 4 357 . 3 4 35 7 . 3 4 35 8 . 0 8 3 5 8 . 0 8 358 . 0 8 3 5 6 . 9 1 35 6 . 9 1 356.91 356.91 AL L E Y G ALLEY C BLOCK D TOS: 354.81 TOS: 355.46 TOS: 354.53 TOS: 354.25 TOS: 353.97 TOS: 354.95 TOS: 354.29 TOS: 354.66 TOS: 354.14 TOS: 353.85 TOS: 357.28TOS: 357.27TOS: 357.09TOS: 356.96TOS: 356.68 TOS: 357.27 TOS: 357.18 TOS: 356.98 TOS: 357.71 TOS: 357.70 TOS: 357.69 TOS: 357.60 TOS: 357.26TOS: 356.99TOS: 356.66 TOS: 356.23 TOS: 354.99TOS: 354.53 TOS: 354.06 FFE: 356.09 FFE: 355.58 FFE: 357.91 FFE: 359.08 FFE: 358.34 FFE: 357.89 FFE: 355.58 FFE: 355.58 FFE: 355.58 FFE: 355.58 FFE: 355.58 FFE: 357.91 FFE: 357.91 FFE: 357.91 FFE: 357.91 FFE: 359.08 FFE: 359.08 FFE: 358.34 FFE: 358.34 FFE: 358.34 FFE: 357.89FFE: 357.89 FFE: 357.89 FFE: 355.58 FFE: 355.58 FFE: 355.58 FFE: 356.09FFE: 356.09 FFE: 356.09 9 10 Δ BOC ELCURVE R=L= 1/2 3/4 1/4 = PC STA 50+85.42, 8.00' LT (ALLEY C)354.68 354.60 354.52 354.44 PT STA 99+82.00, 8.00' RT (ALLEY G)354.36 90°00'00"10.00'15.71' 11 12 Δ BOC ELCURVE R=L= 1/2 3/4 1/4 = PC STA 52+86.64, 8.00' RT (ALLEY C)357.65 357.60 357.52 357.41 PT STA 53+33.76, 8.00' RT (ALLEY C)357.28 90°00'00"22.00'34.56' Δ BOC ELCURVE R=L= 1/2 3/4 1/4 = PC STA 99+82.00, 8.00' LT (ALLEY G)354.89 354.90 355.10 355.19 PT STA 51+21.42, 8.00' LT (ALLEY C)355.58 90°00'00"10.00'15.71' Δ BOC ELCURVE R=L= 1/2 3/4 1/4 = PC STA 152+52.86, 8.00' RT (ALLEY H)356.80 356.93 357.07 357.20 PT STA 52+56.57, 8.00' LT (ALLEY C)357.33 148°43'38"5.00'12.98' 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 feet 10'20'40' BLOCK D GRADING PLAN SE E S H E E T C 5 . 0 1 F O R C O N T I N U A T I O N NOTES: SEE NOTES ON C5.00 LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER PROPOSED CONTOUR FINISHED GRADE SPOT ELEVATION BUILDING SETBACK LINE TOP OF SLAB ELEVATION FINISHED FLOOR ELEVATION 362 FFE: 345.90 346 . 6 6 TOS: 345.27 12/09/2025 r-436314 DEVELOPMENT ENGINEERING HBray 12/31/2025 45+00 345344 FFE: 345.58 FFE: 347.66 FFE: 345.58 FFE: 345.58 FFE: 345.58 FFE: 347.66 FFE: 347.66 FFE: 347.66 345. 5 0 344.00 345.50 345 . 5 0 344.10 343 . 9 3 346.00 347.6 0 346.00 347 . 6 0 34 7 34 6 34 5 34 5 34 4 346 347 344.50 347.60 346.00 344.10 344.10 344.50 344.50 344.10 344.10 344.50 344.50 346.00 347.60 47+00 347 ALLEY B FFE: 347.73 FFE: 350.41 FFE: 347.73 FFE: 347.73 FFE: 347.73 FFE: 350.41 FFE: 350.41 FFE: 350.41 346.50 346 . 5 0 350. 3 5 350. 3 5 347.0 0 350. 3 5 347.00 34 7 . 0 0 348 34 9 347 3 4 7 347. 0 0 346. 5 0 347. 6 5 348.8 5 348.85 346.50 346.50 346.65 348.8 5 350. 3 5 348.8 5 347.6 5 347.65 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 10 feet 5'10'20' COMMON SPACE ENLARGEMENT A C5.00 COMMON SPACE BETWEEN BLOCK C BUILDINGS ENLARGEMENT SCALE: 1"=10' B C5.00 COMMON SPACE BETWEEN BLOCK C BUILDINGS ENLARGEMENT SCALE: 1"=10' KEY PLAN NTS 12/09/2025 r-436315 DEVELOPMENT ENGINEERING HBray 12/31/2025 AMorganroth 01/05/2026 CURRENT PLANNING 48+00 35 0 34 9 FFE: 350.46 FFE: 353.64 FFE: 350.46 FFE: 350.46 FFE: 350.46 FFE: 350.46 FFE: 353.64 FFE: 353.64 FFE: 353.64 FFE: 353.64 352.00 353.55 350.25 353.55 350.2 5 350.25 349.90 353.55 349 350.25 349.75 35 0 . 4 0 35 0 . 4 0 350.40 350.40 352 . 0 5 352.05 352.0 5 353.55 353.55 349.75 349.75 349.75 349.80 349.91 35 2 . 0 5 35 0 . 2 5 35 0 . 2 5 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 COMMON SPACE ENLARGEMENT B C5.00 COMMON SPACE BETWEEN BLOCK C BUILDINGS ENLARGEMENT SCALE: 1"=10' KEY PLAN NTS 12/09/2025 r-436316 DEVELOPMENT ENGINEERING HBray 12/31/2025 AMorganroth 01/05/2026 CURRENT PLANNING AL L E Y A ALLEY B AL L E Y D AL L E Y E AL L E Y F 343 344 345 350 344 346 347 348 34 9 35 1 352 352 3 5 2 353353 3 4 9 346 347 34 7 30 + 0 0 45+00 46+00 47+00 48+00 49+00 50+0050+00 68 + 9 1 . 9 1 69 + 0 0 70 + 0 0 78 + 8 2 . 4 9 79 + 0 0 80 + 0 0 88 + 7 3 . 0 4 89 + 0 0 90 + 0 0 BLOCK C HAR R I N G T O N A V E N E NE 1 0 T H S T NE 1 1 T H S T JEFFERSON AVE NE CONNECT TO EXISTING 12" SD STUB EXISTING 18" SD EX 12" SD EXISTING SD CB ROW LINE (TYP) PROPERTY LINE (TYP) CB (TYP)BIORTENTION PLANTER (TYP) ROOF DRAIN CONNECTION (TYP) OVERFLOW DRAIN (TYP) CURB INLET TO BIORETENTION 342.49 VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) 345 350341342343344346347348349 351 352 35 3 LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER PROPOSED CONTOUR STORM MAIN CATCH BASIN CLEANOUT BIORETENTION PLANTER (BP) BIORETENTION OUTFALL360 PROPOSED ASPHALT PROPOSED CONCRETE CONCRETE SHINER CURB 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 30 feet 15'30'60' NOTE: NO FOOTING DRAINS ARE PROPOSED. IF FOOTING DRAINS ARE ADDED THEY SHALL BE CONNECTED DOWNSTREAM OF ALL BMP'S. BLOCK C ROAD & STORM DRAINAGE PLAN OVERVIEW SE E S H E E T C 6 . 0 1 F O R C O N T I N U A T I O N 12/09/2025 r-436317 DEVELOPMENT ENGINEERING HBray 12/31/2025 AL L E Y G ALLEY C355 353 354 356 35 7 357 357 3 5 4 50+0050+00 51+00 52+00 53+00 5 4 + 0 0 98+85.64 99 + 0 0 10 0 + 0 0 151+91.26152+00 153+00 BLOCK D HARRINGTON PL NE N E 1 2 T H S T JEFFERSON AVE NE CONNECT TO EXISTING 12" SD STUB EXISTING 8" SD STUB EXISTING 12" SD ROW LINE (TYP) CB (TYP) NE 1 1 T H S T CURB INLET TO BIORETENTION VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) 35535 4 35435 4 356 BIORETENTION PLANTER (TYP) LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER PROPOSED CONTOUR STORM MAIN CATCH BASIN CLEANOUT BIORETENTION PLANTER (BP) BIORETENTION OUTFALL360 PROPOSED ASPHALT PROPOSED CONCRETE CONCRETE SHINER CURB 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 30 feet 15'30'60' BLOCK D ROAD & STORM DRAINAGE PLAN OVERVIEW SE E S H E E T C 6 . 0 0 F O R C O N T I N U A T I O N 12/09/2025 r-436318 DEVELOPMENT ENGINEERING HBray 12/31/2025 B C6.20 JE F F E R S O N A V E N E ALLEY A AL L E Y B 30+00 11 + 0 0 343344 3 4 4 PROPERTY LINE (TYP) ROW LINE (TYP) CB #2 CB #1 CB #3 12 LF 12" SD @ 1.00% VA R Y I N G WI D T H UT I L I T Y A N D AC C E S S E S M T (T Y P ) 3.0 18 LF CHANNEL DRAIN2 PLANTER CELL WEIR WALL 12 C6.32 6" RD IE=339.52 6" RD IE=340.52 4 6" RD IE=340.19 CB #11 320 325 330 335 340 345 350 355 360 320 325 330 335 340 345 350 355 360 -1.50% -1.63% -1.50% -1.63% PV I S T A 2 9 + 0 5 . 1 9 EL = 3 4 4 . 7 6 PV I S T A 3 0 + 0 0 . 0 0 EL = 3 4 3 . 3 4 PV I S T A 3 0 + 6 8 . 5 7 EL = 3 4 2 . 2 2 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE MA T C H E X B A C K OF S I D E W A L K ⅊ 12" IE OUT=338.96 (SE) 12" IE IN=338.96 (NE) 6" IE IN=339.46 (SW) CB #3, TYPE 2-48", STA. 44+51.34 RIM=344.11 71 LF 12" S D @ 4 . 6 2 % 12" IE OUT=334.34 (SE) 12" IE IN=334.34 (NE) CB #1, TYPE 2-48", SOLID LOCKING LID, CONNECT TO EXISTING STUB STA. 30+59.92, 11.37' RT RIM=342.50 EX 29 LF 12" SD @ 1.00%12" IE IN=334.05 (NW) PH 1 EX CB (S), TYPE 2-48" RIM=341.23 AL L E Y A S T A 3 0 + 0 0 . 0 0 = AL L E Y B S T A 4 4 + 3 6 . 3 5 MATCH EXISTING GRADE (TYP) JE F F E R S O N A V E N E S T A 1 1 + 3 3 . 6 9 = AL L E Y A S T A 3 0 + 9 7 . 0 1 29+20 34 3 . 0 34 4 . 5 4 34 2 . 9 34 4 . 2 4 29+60 34 2 . 8 34 3 . 9 4 34 2 . 7 34 3 . 6 4 30+00 34 2 . 6 34 3 . 3 4 34 2 . 4 34 3 . 0 1 30+40 34 2 . 3 34 2 . 6 9 34 2 . 3 34 2 . 3 6 30+80 34 1 . 8 34 1 . 6 31+20 34 2 . 0 2H:1V MAX 12 LF 12" SD @ 1.00% 4 EX. 6" IE OUT=342.75 (SE) 6" IE IN=342.78 (NE) CB #11, TYPE 1 STA. 69+92.05, 124.72' RT RIM=343.61 12" IE OUT=335.67 (SW) 12" IE IN=335.67 (NW) CB #2, TYPE 1 STA. 30+57.00, 15.00' LT RIM=341.98 30 LF 6" DI @ 0.47% 6" IE OUT=342.61 STA. 30+20.39, 15.65' LT LEGEND: PROPERTY LINE / ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED GRAVEL PROPOSED CONCRETE CURB PROPOSED CONTOUR CATCH BASIN CLEANOUT BIORETENTION PLANTER BIORETENTION OUTFALL BIORETENTION ID SIDEWALK INLET 360 # 13 C6.33 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SEE SHEET C6.11 FOR CONTINUATION KEY PLAN NTS NOTES: 1.ALL CATCH BASINS WITHIN ROADWAY SECTION SHALL BE ON CENTERLINE AND CONSTRUCTED WITH SOLID LOCKING LIDS, UNLESS NOTED OTHERWISE. CHANNEL DRAIN SHALL BE 6" WIDTH ADS DURASLOPE (0.7% SLOPE) WITH 8" MIN DEPTH AT HIGH END, AND WITH CAST IRON GRATE. CONTRACTOR SHALL PROTECT BIORETENTION AREA DURING CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. NO CONSTRUCTION STORMWATER SHALL BE PERMITTED TO ENTER BIORETENTION PLANTERS. CONTRACTOR SHALL BE RESPONSIBLE TO RECONSTRUCT BIORETENTION PLANTER SHOULD FOULING OR COMPACTION OCCUR. CONNECT TO EXISTING STORM STUB. CONTRACTOR SHALL CONFIRM LOCATION AND ELEVATION OF STRUCTURE AND CONNECTED PIPES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 5.PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITH LESS THAN 12" CLEARANCE. 6.ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE PVC C900 PER WSDOT STANDARD SPECIFICATIONS C9.30.1(5)A UNLESS INDICATED OTHERWISE. 7.ALL STORM DRAINAGE PIPE 8" OR SMALLER SHALL BE PVC SDR35 PER WSDOT STANDARD SPECIFICATIONS 9-05.1(5) UNLESS INDICATED OTHERWISE. 8.ALL BIORETENTION OVERFLOW CB'S SHALL HAVE A MIN. 6" RAISED DI BEEHIVE/DOMED GRATE. 9.AREA DRAINS SHALL BE NYOPLAST 12" DRAIN BASIN W/ DOMED CAST IRON GRATE, AND MIN. 1' SUMP. 10.ROOF DRAINS SHALL BE 2% MIN. SLOPE. ALL ROOF DOWNSPOUT CONNECTIONS SHALL INCLUDE A 6" CLEANOUT WITH A CAP FLUSH TO FINISHED GRADE. 2 3 4 BIORETENTION NUMBER BOTTOM AREA (SF) UPHILL BOTTOM ELEV. DOWNHILL BOTTOM ELEV. OVERFLOW CB OVERFLOW ELEV. (CB RIM) 8" OUTLET IE CONNECTED TO 173 342.61 341.48 #4 341.98 336.98 CB #2 # C1 ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY A C1 12/09/2025 all storm is private unless otherwise indicated on these plans r-436319 DEVELOPMENT ENGINEERING HBray 12/31/2025 AL L E Y A ALLEY B AL L E Y D 45+00 46+00 47+00 70 + 0 0 70 + 0 0 30 + 0 0 45+00 46+00 47+00 70 + 0 0 343 344 345344 346 347 3 4 6 CB #4 CB #1 A C6.20 CB #5 ROOF DRAIN OUTLET TO BIORETENTION (TYP) PLANTER CELL WEIR WALL 12 C6.32 VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) 13 C6.20 C4 C5 6" RD IE=344.00 AD #1 C3C2 6" RD IE=344.41 6" RD IE=341.95 CB #6 6" RD IE=345.15 CB #7 CB #3 11 LF 6" SD @ 1.00% CB #12 CB #11 325 330 335 340 345 350 355 360 325 330 335 340 345 350 355 360 2.00% 1.50% 2.00% 1.50% PV I S T A 4 4 + 3 6 . 3 5 EL = 3 4 3 . 3 4 PV I S T A 4 4 + 4 4 . 3 5 EL = 3 4 3 . 5 0 PV I S T A 4 6 + 8 3 . 7 5 EL = 3 4 7 . 0 9 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE 12" IE OUT=338.96 (SE) 12" IE IN=338.96 (NE) 6" IE IN=339.46 (SW) CB #3, TYPE 2-48" STA. 44+51.34, 14.02' LT RIM=344.11 45 LF 12" SD @ 2.47% 26 LF 12" SD @ 3.43% 12" IE OUT=340.96 (SW) 12" IE IN=340.96 (NE) CB #5, TYPE 1, STA. 45+22.04 RIM=345.13 W/ DOMED GRATE 78 LF 12" SD @ 1.00% 79 LF 12" SD @ 1.29% 12" IE OUT=342.64 (SW) 12" IE IN=342.64 (NE) CB #7, TYPE 1 STA. 46+74.84 RIM=346.64 W/ DOMED GRATE AL L E Y B S T A 4 4 + 3 6 . 3 5 = AL L E Y A S T A 3 0 + 0 0 . 0 0 AL L E Y B S T A 4 5 + 8 6 . 4 8 = AL L E Y D S T A 7 0 + 0 0 . 0 0 44+40 34 2 . 6 34 3 . 4 2 34 3 . 0 34 3 . 7 4 44+80 34 3 . 4 34 4 . 0 4 34 3 . 8 34 4 . 3 4 45+20 34 4 . 3 34 4 . 6 4 34 4 . 7 34 4 . 9 4 45+60 34 5 . 0 34 5 . 2 4 34 5 . 3 34 5 . 5 4 46+00 34 5 . 7 34 5 . 8 4 34 6 . 1 34 6 . 1 4 46+40 34 6 . 4 34 6 . 4 4 34 6 . 8 34 6 . 7 4 46+80 34 7 . 2 34 7 . 0 4 34 7 . 7 34 7 . 4 2 2.00% 12" IE OUT=340.06 (SW) 12" IE IN=340.06 (NE) 6" IE IN=340.56 (NW) CB #4, TYPE 1 STA. 44+95.79, 17.00' LT RIM=344.06 W/ DOMED GRATE 6" IE OUT=342.75 (SE) 6" IE IN=342.78 (NE) CB #11, TYPE 1 STA. 69+92.05, 124.72' RT RIM=343.61 117 LF 6" DI @ 0.50% 6" IE OUT=343.36 (SW) CB #12, TYPE 1 STA. 69+84.90, 8.43' RT RIM=345.66 6" IE OUT=340.67 (SE) AD #1, TYPE 1 STA. 69+71.77, 92.16' RT RIM=343.71 12" IE OUT=341.73 (SW) 12" IE IN=341.73 (NE) 8" IE IN=343.94 (NW) CB #6, TYPE 1 STA. 69+80.25, 13.37' LT RIM=345.38 W/ DOMED GRATE 80 LF 8" SD @ 0.50% 75 LF 12" SD @ 1.21% LEGEND: PROPERTY LINE / ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED GRAVEL PROPOSED CONCRETE CURB PROPOSED CONTOUR CATCH BASIN CLEANOUT BIORETENTION PLANTER BIORETENTION OUTFALL BIORETENTION ID SIDEWALK INLET 360 # 13 C6.33 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 MA T C H L I N E : S T A 4 7 + 2 0 . 0 0 SE E S H E E T C 6 . 1 2 SEE SHEET C6.10 FOR CONTINUATION SEE SHEET C6.10 FOR CONTINUATION SEE SHEET C6.14 FOR CONTINUATION KEY PLAN NTS ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY B BIORETENTION NUMBER BOTTOM AREA (SF) UPHILL BOTTOM ELEV. DOWNHILL BOTTOM ELEV. OVERFLOW CB OVERFLOW ELEV. (CB RIM) 8" OUTLET IE CONNECTED TO 31 343.73 343.56 #6 344.06 341.06 CB #5 50 344.12 343.91 #7 344.41 341.41 CB #6 272 346.02 344.65 #9 345.15 342.15 CB #8 374 346.96 346.24 #11 346.74 343.74 CB #10 # C4 C5 C3 C2 NOTES: SEE NOTES SHEET C6.10 12/09/2025 all storm is private unless otherwise indicated on these plans r-436320 DEVELOPMENT ENGINEERING HBray 12/31/2025 NE 1 1 T H S T AL L E Y E AL L E Y F ALLEY B 50+0048+00 49+00 50+00 80 + 0 0 90 + 0 0 80 + 0 0 90 + 0 0 48+00 49+00 50+0050+00 80 + 0 0 90 + 0 0 22 1 + 0 0 350 34 8 349 35 1 352 3 4 9 3 5 2 CB #10CB #9 A C6.20 ROW LINE (TYP) ROOF DRAIN OUTLET TO BIORETENTION (TYP) 6" RD IE=347.46 VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) C7CB #8 AD #2 CB #14 6" RD IE=349.75 CB #15 6" RD IE=350.93 CB #17 CB #16 CB #18 CB #13 11 LF 8" SD @ 1.00% 4 LF 6" SD @ 1.08% C6 330 335 340 345 350 355 360 365 330 335 340 345 350 355 360 365 2.00% PV I S T A 4 9 + 7 0 . 5 0 EL = 3 5 2 . 8 3 EXISTING PH1 GRADE AT CENTERLINE PROPOSED GRADE AT CENTERLINE MATCH EX BACK OF SIDEWALK 79 LF 12" SD @ 1.29% 12" IE OUT=345.73 (SW) 12" IE IN=345.73 (NE) CB #9, TYPE 1, STA. 48+25.67 RIM=349.73 W/ DOMED GRATE 84 LF 12" SD @ 1.42% 12" IE OUT=346.93 (SW) CB #10, TYPE 1, STA. 49+10.14 RIM=350.93 W/ DOMED GRATE AL L E Y B S T A 4 8 + 9 7 . 5 4 = AL L E Y F S T A 9 0 + 0 0 . 0 0 NE 1 1 T H S T S T A 2 2 1 + 3 3 . 1 8 = AL L E Y B S T A 5 0 + 0 0 . 0 0 34 8 . 2 34 8 . 2 2 47+60 34 8 . 5 34 8 . 6 2 34 8 . 8 34 9 . 0 2 48+00 34 9 . 2 34 9 . 4 2 34 9 . 7 34 9 . 8 2 48+40 34 9 . 9 35 0 . 2 2 35 0 . 0 35 0 . 6 2 48+80 35 0 . 2 35 1 . 0 2 35 0 . 5 35 1 . 4 2 49+20 35 1 . 0 35 1 . 8 2 35 1 . 7 35 2 . 2 2 49+60 35 2 . 4 35 2 . 6 2 35 2 . 5 50+00 35 2 . 2 AL L E Y B S T A 4 8 + 4 2 . 2 3 = AL L E Y E S T A 8 0 + 0 0 . 0 0 ⅊ 128 LF 8" SD @ 0.65% 29 LF 8" SD @ 0.50% 8" IE OUT=346.42 (SW) 8" IE IN=346.42 (NE) CB #13, TYPE 1 STA. 69+85.03, 146.85' LT RIM=348.29 8" IE OUT=346.56 (SW) 8" IE IN=346.56 (NE) CB #14, TYPE 1 STA. 69+92.42, 174.40' LT RIM=348.69 12" IE OUT=343.66 (SW) 12" IE IN=343.66 (NE) CB #8, TYPE 1 STA. 69+83.01, 166.97' LT RIM=348.66 8" IE OUT=347.39 (SW) CB #15, TYPE 1 STA. 48+89.09, 15.01' LT RIM=351.39 72 LF 12" SD @ 2.87 % LEGEND: PROPERTY LINE / ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED GRAVEL PROPOSED CONCRETE CURB PROPOSED CONTOUR CATCH BASIN CLEANOUT BIORETENTION PLANTER BIORETENTION OUTFALL BIORETENTION ID SIDEWALK INLET 360 # 13 C6.33 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 MA T C H L I N E : S T A 4 7 + 2 0 . 0 0 SE E S H E E T C 6 . 1 1 SEE SHEET C6.15 FOR CONTINUATION SE E S H E E T C 6 . 1 3 F O R C O N T I N U A T I O N KEY PLAN NTS ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY B SEE SHEET C6.14 FOR CONTINUATION BIORETENTION NUMBER BOTTOM AREA (SF) UPHILL BOTTOM ELEV. DOWNHILL BOTTOM ELEV. OVERFLOW CB OVERFLOW ELEV. (CB RIM) 8" OUTLET IE CONNECTED TO 40 349.25 349.64 #14 349.75 346.75 CB #13 159 351.79 350.43 #16 350.93 347.93 CB #15 # C6 C7 NOTES: SEE NOTES SHEET C6.10 12/09/2025 all storm is private unless otherwise indicated on these plans r-436321 DEVELOPMENT ENGINEERING HBray 12/31/2025 335 340 345 350 355 360 365 370 375 335 340 345 350 355 360 365 370 375 2.50% -1.67% 3.27% PV I S T A 5 0 + 2 9 . 5 0 EL = 3 5 2 . 8 3 0 PV I S T A 5 3 + 7 2 . 2 4 EL = 3 5 6 . 5 1 0 PV I S T A 5 0 + 4 4 . 4 7 EL = 3 5 3 . 3 1 9 HP STA 52+72.11 HP EL=357.51 PV C S T A 5 1 + 5 2 . 0 4 EL = 3 5 6 . 0 1 PV T S T A 5 3 + 5 2 . 0 4 EL = 3 5 6 . 8 5 PVI STA 52+52.03 PVI EL=358.51 200' VC K=47.99 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE MATCH EX BACK OF SIDEWALK MATCH EX BACK OF WALK 12" IE OUT=349.38 (E) 12" IE IN=349.38 (NE) CB #17, TYPE2-48" STA. 50+32.10 RIM=353.33 150 LF 12" SD @ 0.80% 12" IE OUT=350.66 (SW) 12" IE IN=350.66 (N) 8" IE IN=350.99 (NW) 6" IE IN=351.16 (E) CB #19, TYPE 2-48" SOLID LOCKING LID STA. 51+94.49, 8.59' LT RIM=357.23 93 LF 12" SD @ 0.80% AL L E Y C S T A 5 1 + 0 3 . 4 2 = AL L E Y G S T A 1 0 0 + 0 0 . 0 0 AL L E Y C S T A 5 3 + 3 3 . 7 7 = AL L E Y H S T A 1 5 3 + 3 3 . 7 7 NE 1 1 T H S T S T A 2 2 1 + 3 3 . 1 8 = AL L E Y C S T A 5 0 + 0 0 . 0 0 50+00 35 2 . 2 35 2 . 5 50+40 35 3 . 0 35 3 . 1 7 35 3 . 2 35 3 . 7 1 50+80 35 3 . 5 35 4 . 2 1 35 3 . 7 35 4 . 7 1 51+20 35 3 . 9 35 5 . 2 1 35 4 . 1 35 5 . 7 1 51+60 35 4 . 3 35 6 . 2 0 35 4 . 6 35 6 . 6 3 52+00 35 4 . 8 35 6 . 9 7 35 5 . 0 35 7 . 2 3 52+40 35 5 . 0 35 7 . 4 0 35 5 . 1 35 7 . 5 0 52+80 35 5 . 0 35 7 . 5 1 35 5 . 1 35 7 . 4 3 53+20 35 5 . 4 35 7 . 2 7 35 5 . 8 35 7 . 0 3 53+60 35 6 . 1 35 6 . 7 1 EX 43 LF 12" SD @ 1.11% ⅊ ⅊12" IE IN=348.86 (NE) PH 1 EX CB, TYPE 2-48" STA. 221+25.92, 9.99' RT RIM=351.97 4 12" IE OUT=349.34 (SW) 12" IE IN=349.34 (W) 6" IE IN=349.50 (E) CB #16, TYPE 1 VANED GRATE LOCKING LID, CONNECT TO EXISTING STUB STA. 69+93.25, 446.84' LT RIM=352.82 6" IE OUT=349.50 (SE) CB #18, TYPE 1 STA. 69+85.18, 455.39' LT RIM=352.97 W/ DOMED GRATE 6" IE OUT=353.63 (S) CB #23, TYPE 1 STA. 69+80.58, 510.20' LT RIM=354.85 12 LF 6" DI @ 0.50% 8" IE OUT=352.28 (SE) CB #19A, TYPE 1 STA. 69+65.45, 614.80' LT RIM=355.95 W/ DOMED GRATE 25 LF 8" S D @ 5.12% 35 LF 12" SD @ 0.93% 46 LF 12" SD @ -1.00% 12" IE IN=352.19 (W) CB #22, TYPE 1 STA. 69+95.81, 736.55' LT RIM=356.19 W/ DOMED GRATE 10 LF 12" SD @ 0.80% 12" IE OUT=351.40 (S) 12" IE IN=351.40 (E) CB #20, TYPE 2-48" STA. 69+36.18, 682.24' LT RIM=357.11 12" IE OUT=351.73 (E) 12" IE OUT=351.73 (W) CB #21, TYPE 2-48" STA. 69+57.86, 710.31' LT RIM=357.51 NE 1 1 T H S T JEFF E R S O N A V E N E AL L E Y G ALLEY C ALLEY H A L L E Y C 50+00 51+00 52+00 53+00 5 4 + 0 0 50+00 10 0 + 0 0 153+00 50+0050+00 51+00 52+00 53+00 5 4 + 0 0 10 0 + 0 0 22 1 + 0 0 21+0 0355353 354 356 35 7 357 357 354 CB #19 A C6.20 ROW LINE (TYP) ROOF DRAIN OUTLET TO BIORETENTION (TYP) D 1 0 VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) D8 6" RD IE=350.06 D9 CB #17 CB #16 CB #18 6" RD IE=352.97 6" RD IE=349.85 CB #19A 6" RD IE=355.95 6" RD IE=352.23 CB #22 6" RD IE=356.19 6" RD IE=356.19 153+00 CB #23 4 LF 6" SD @ 1.08% CB #20 CB #21 LEGEND: PROPERTY LINE / ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED GRAVEL PROPOSED CONCRETE CURB PROPOSED CONTOUR CATCH BASIN CLEANOUT BIORETENTION PLANTER BIORETENTION OUTFALL BIORETENTION ID SIDEWALK INLET 360 # 13 C6.33 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SEE SHEET C6.15 FOR CONTINUATION SE E S H E E T C 6 . 1 2 F O R C O N T I N U A T I O N KEY PLAN NTS ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY C BIORETENTION NUMBER BOTTOM AREA (SF) UPHILL BOTTOM ELEV. DOWNHILL BOTTOM ELEV. OVERFLOW CB OVERFLOW ELEV. (CB RIM) 8" OUTLET IE CONNECTED TO 190 353.57 352.47 #18 352.97 349.97 CB #17 160 355.93 355.45 #21 355.95 353.95 CB #20 81 356.40 355.69 #23 356.19 333.19 CB #22 # D8 D9 D10 NOTES: SEE NOTES SHEET C6.10 PLANTER CELL WEIR WALL 12 12/09/2025 all storm is private unless otherwise indicated on these plans r-436322 DEVELOPMENT ENGINEERING HBray 12/31/2025 AL L E Y B ALLEY D 46 + 0 0 69+00 70+0069+00 70+00 46 + 0 0 69+00 70+00346 34 7 3 4 5 3 4 6 PROPERTY LINE (TYP) B C6.20 24.0' UTILITY AND ACCESS ESMT (TYP) 330 335 340 345 350 355 360 330 335 340 345 350 355 360 -1.50% 2.00% PV I S T A 6 8 + 9 7 . 0 0 EL = 3 4 6 . 9 0 PV I S T A 6 9 + 9 2 . 0 0 EL = 3 4 5 . 4 8 PV I S T A 7 0 + 0 0 . 0 0 EL = 3 4 5 . 6 4 -1.50% 2.00% PV I S T A 6 8 + 9 7 . 0 0 EL = 3 4 6 . 9 0 PV I S T A 6 9 + 9 2 . 0 0 EL = 3 4 5 . 4 8 PV I S T A 7 0 + 0 0 . 0 0 EL = 3 4 5 . 6 4 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE ⅊ AL L E Y B S T A 4 5 + 8 6 . 4 7 = AL L E Y D S T A 7 0 + 0 0 . 0 0 MATCH EXISTING GRADE (TYP) 34 5 . 8 34 6 . 8 6 69+20 34 5 . 7 34 6 . 5 6 34 5 . 7 34 6 . 2 6 69+60 34 5 . 6 34 5 . 9 6 34 5 . 5 34 5 . 6 6 70+00 34 5 . 4 34 5 . 6 4 2H:1V MAX ALLEY E AL L E Y B 47 + 0 0 79+00 80+0079+00 80+00 47 + 0 0 79+00 80+00 348 3 4 9 349 PROPERTY LINE (TYP)B C6.20 330 335 340 345 350 355 360 330 335 340 345 350 355 360 -1.50% 2.00% -1.50% 2.00% PV I S T A 7 8 + 8 9 . 6 5 EL = 3 4 9 . 6 4 PV I S T A 7 9 + 9 2 . 0 0 EL = 3 4 8 . 1 0 PV I S T A 8 0 + 0 0 . 0 0 EL = 3 4 8 . 2 6 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE ⅊ AL L E Y B S T A 4 7 + 4 1 . 7 9 = AL L E Y E S T A 8 0 + 0 0 . 0 0 MATCH EXISTING GRADE (TYP) 34 7 . 9 34 9 . 4 8 79+20 34 8 . 0 34 9 . 1 8 34 8 . 1 34 8 . 8 8 79+60 34 8 . 1 34 8 . 5 8 34 8 . 2 34 8 . 2 8 80+00 34 8 . 2 34 8 . 2 6 2H:1V MAX LEGEND: PROPERTY LINE / ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED GRAVEL PROPOSED CONCRETE CURB PROPOSED CONTOUR CATCH BASIN CLEANOUT BIORETENTION PLANTER BIORETENTION OUTFALL BIORETENTION ID SIDEWALK INLET 360 # 13 C6.33 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SEE SHEET C6.11 FOR CONTINUATION SEE SHEET C6.11 FOR CONTINUATION SEE SHEET C6.12 FOR CONTINUATION SEE SHEET C6.11 FOR CONTINUATION KEY PLAN NTS ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEYS D & E NOTES: SEE NOTES SHEET C6.10 12/09/2025 all storm is private unless otherwise indicated on these plans r-436323 DEVELOPMENT ENGINEERING HBray 12/31/2025 ALLEY F AL L E Y B 49 + 0 0 89+00 90+0089+00 90+0089+00 90+00 49 + 0 0 B C6.20 PROPERTY LINE (TYP) 3 5 1 352 352 24.0' UTILITY AND ACCESS ESMT (TYP) 335 340 345 350 355 360 365 335 340 345 350 355 360 365 -1.50% 2.00% PV I S T A 8 8 + 8 0 . 5 5 EL = 3 5 2 . 8 8 PV I S T A 8 9 + 9 2 . 0 0 EL = 3 5 1 . 2 1 PV I S T A 9 0 + 0 0 . 0 0 EL = 3 5 1 . 3 7 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE ⅊ AL L E Y B S T A 4 8 + 9 7 . 5 4 = AL L E Y F S T A 9 0 + 0 0 . 0 0 MATCH EXISTING GRADE (TYP) 88+80 34 9 . 6 34 9 . 6 35 2 . 5 9 89+20 34 9 . 7 35 2 . 2 9 34 9 . 8 35 1 . 9 9 89+60 35 0 . 0 35 1 . 6 9 35 0 . 1 35 1 . 3 9 90+00 35 0 . 5 35 1 . 3 7 2H:1V MAX HA R R I N G T O N P L N E ALLEY G AL L E Y C 51 + 0 0 99+00 100+00 51 + 0 0 99+00 100+00 B C6.20 PROPERTY LINE (TYP) CB #24 35 4 35 5 354 35 6 335 340 345 350 355 360 365 335 340 345 350 355 360 365 1.50% 2.00% PV I S T A 9 8 + 9 4 . 0 5 EL = 3 5 3 . 4 1 PV I S T A 9 9 + 9 2 . 0 0 EL = 3 5 4 . 8 8 PV I S T A 1 0 0 + 0 0 . 0 0 EL = 3 5 5 . 0 4 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE ⅊ AL L E Y C S T A 5 1 + 0 3 . 4 2 = AL L E Y G S T A 1 0 0 + 0 0 . 0 0 MATCH EXISTING GRADE (TYP) 12" IE OUT=349.12 (SW) CB #24, TYPE 1, VANED GRATE LOCKING LID STA. 98+95.47 RIM=353.44 98+80 35 2 . 1 35 3 . 5 0 99+20 35 2 . 4 35 3 . 8 0 35 2 . 8 35 4 . 1 0 99+60 35 3 . 1 35 4 . 4 0 35 3 . 4 35 4 . 7 0 100+00 35 3 . 7 35 5 . 0 4 2H:1V MAX 8" IE OUT=348.77 (NW) 12" IE IN=348.77 (NE) CB #25, TYPE 2-48", SOLID LOCKING LID CONNECT TO EXISTING STUB STA. 230+85.32, 28.50' RT (HARRINGTON) RIM=352.44 17 LF 12" SD @ 2.00% 11 LF 8" SD @ 16.88% PH 1 EX CB RIM = 350.59 8" IE = 346.90 4 LEGEND: PROPERTY LINE / ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED GRAVEL PROPOSED CONCRETE CURB PROPOSED CONTOUR CATCH BASIN CLEANOUT BIORETENTION PLANTER BIORETENTION OUTFALL BIORETENTION ID SIDEWALK INLET 360 # 13 C6.33 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SEE SHEET C6.12 FOR CONTINUATION SEE SHEET C6.12 FOR CONTINUATION SEE SHEET C6.13 FOR CONTINUATION SEE SHEET C6.13 FOR CONTINUATION KEY PLAN NTS ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEYS F & G NOTES: SEE NOTES SHEET C6.10 12/09/2025 all storm is private unless otherwise indicated on these plans r-436324 DEVELOPMENT ENGINEERING HBray 12/31/2025 345 350 355 360 365 370 375 345 350 355 360 365 370 375 1.50%-1.66% PV I S T A 1 5 2 + 1 1 . 2 5 EL = 3 5 6 . 3 3 PV I S T A 1 5 3 + 7 2 . 2 6 EL = 3 5 6 . 5 1 1.50%-1.66% HP STA 152+98.98 HP EL=357.29 PV C S T A 1 5 2 + 5 1 . 6 0 EL = 3 5 6 . 9 4 PV T S T A 1 5 3 + 5 1 . 6 0 EL = 3 5 6 . 8 5 PVI STA 153+01.60 PVI EL=357.69 100' VC K=31.64 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE CL & GRADE COLLINEAR WITH ALLEY C ST A 1 5 3 + 3 3 . 8 1 SE E A L L E Y C AL L E Y C S T A 5 3 + 3 3 . 7 6 = AL L E Y H S T A 1 5 3 + 3 3 . 7 6 JE F F E R S O N A V E N E S T A 2 0 + 7 4 . 9 3 = AL L E Y C S T A 5 4 + 0 1 . 7 6 35 4 . 1 35 6 . 4 6 152+40 35 4 . 3 35 6 . 7 6 35 4 . 6 35 7 . 0 5 152+80 35 4 . 8 35 7 . 2 4 35 5 . 0 35 7 . 2 9 153+20 35 5 . 4 35 7 . 2 2 35 5 . 8 35 7 . 0 3 153+60 35 6 . 1 35 6 . 7 2 35 6 . 3 154+00 35 5 . 9 ⅊ ALLEY H 53+00 153+00 53+00 153+00 35 7 357 B C6.20 24.0' UTILITY AND ACCESS ESMT (TYP) LEGEND: PROPERTY LINE / ROW LINE ROW CENTERLINE UNIT LOT LINE UNIT LOT NUMBER PROPOSED ASPHALT PROPOSED GRAVEL PROPOSED CONCRETE CURB PROPOSED CONTOUR CATCH BASIN CLEANOUT BIORETENTION PLANTER BIORETENTION OUTFALL BIORETENTION ID SIDEWALK INLET 360 # 13 C6.33 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SEE SHEET C6.13 FOR CONTINUATION KEY PLAN NTS ROAD & STORM DRAINAGE PLAN AND PROFILE ALLEY H SEE SHEET C6.13 FOR CONTINUATION NOTES: SEE NOTES SHEET C6.10 12/09/2025 all storm is private unless otherwise indicated on these plans r-436325 DEVELOPMENT ENGINEERING HBray 12/31/2025 8.0' TRAVEL LANE8.0' TRAVEL LANE 2%2% A C5.00 ALLEY B & C (PRIVATE) SCALE: 1" = 4' 4" ASPHALT TREATED BASE 2" CRUSHED ROCK BASE COURSE CURB & GUTTER 2.0' CONCRETE SHOULDER 2" HMA CLASS 1/2" 1 C6.21 5.0' SIDEWALK (VARIES PER PLAN) 4" CEMENT CONCRETE SIDEWALK 3 C6.21 SUBGRADE SHALL BE FIRM, UNYIELDING, FREE OF OR ORGANICS, AND COMPACTED TO 95% DRY DENSITY PER ASTM D1557 (MODIFIED PROCTOR) 6" CL 4000 AIR-ENTRAINED CONCRETE B C5.00 ALLEY A, D-G (PRIVATE) SCALE: 1" = 4' 8.0' TRAVEL LANE8.0' TRAVEL LANE2.0' CONCRETE SHOULDER (TYP.)2%2% 4" ASPHALT TREATED BASE 2" CRUSHED ROCK BASE COURSE 2" HMA CLASS 1/2" SUBGRADE SHALL BE FIRM, UNYIELDING, FREE OF OR ORGANICS, AND COMPACTED TO 95% DRY DENSITY PER ASTM D1557 (MODIFIED PROCTOR) 6" CL 4000 AIR-ENTRAINED CONCRETE 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = feet 2'4'8' 4 ROAD SECTIONS PAVING NOTES: 1.HOT MIX ASPHALT (HMA) CONSTRUCTION SHALL CONFORM TO SECTION 5-04 OF THE WSDOT STANDARD SPECIFICATIONS. 2.HMA SHALL BE CLASS 1/2-INCH WITH AGGREGATE CONFORMING TO SECTION 9-03.8 AND ASPHALT PG 64-22 CONFORMING TO SECTION 9-02.1(4) OF THE WSDOT STANDARD SPECIFICATIONS. 3.CEMENT CONCRETE PAVING SHALL BE AIR-ENTRAINED CLASS 4000 WITH CONSTRUCTION MEETING THE REQUIREMENTS OF WSDOT STANDARD SPECIFICATIONS 5-05. 4.PAVEMENT MIX DESIGN SHALL BE PREVIOUSLY APPROVED MIX DESIGN BY WSDOT, APPROVED WITHIN THE LAST YEAR. 5.CEMENT CONCRETE SHOULDER SHALL HAVE A FULL DEPTH EXPANSION JOINT WITH PRE-MOLDED FILLER EVERY 10-FT. 12/09/2025 r-436326 DEVELOPMENT ENGINEERING HBray 12/31/2025 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = feet 2'4'8' 4 ROAD DETAILS 1 C6.20 CEMENT CONCRETE CURBS NTS 2 - CEMENT CONCRETE CURB INSTALLATION AT CATCH BASINS NTS 3 C6.20 CEMENT CONCRETE SIDEWALK NTS 12/09/2025 r-436327 DEVELOPMENT ENGINEERING HBray 12/31/2025 4a - CATCH BASIN TYPE 1 NTS 4b - CATCH BASIN TYPE 2 NTS 5 - BIORETENTION PLANTER NO UNDERDRAIN NTS 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 STORM DETAILS 12/09/2025 r-436328 DEVELOPMENT ENGINEERING HBray 12/31/2025 6 - BIORETENTION - CURB CUT INLETS NTS 7 - BIORETENTION - OVERFLOW OUTLET NTS 8 - BIORETENTION PLANTING NTS 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 STORM DETAILS 12/09/2025 r-436329 DEVELOPMENT ENGINEERING HBray 12/31/2025 11 - STORM SYSTEM CLEANOUT NTS 10 - BIORETENTION - EDGE TREATMENTS NTS 9 - BIORETENTION SOIL MIX NTS 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 STORM DETAILS 12/09/2025 r-436330 DEVELOPMENT ENGINEERING HBray 12/31/2025 12 - BIORETENTION INTERNAL WEIR WALL DETAIL NTS 5/16" THICK STEEL PLATE FOR REFERENCE SEE SHEET C6.30 DETAIL 5: COR STD. PLAN - 262.00 (4) #5 REBAR WELDED TO PLATE 2'1.5' 1' PLANTER WEIR WALL SET AT PLANTER OVERFLOW ELEVATION PER PLAN. WEIR LOCATION IN PLANTER PER PLAN. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 STORM DETAILS 0 1 inch = 5 feet 2.5'5'10' 13 - CONCRETE INLET, CHANNEL & GRATE NTS FLOW STREAMBED COBBLES (1"-4") HAND PLACED FOR FINISHED LOOK SIDEWALK TOP OF INLET CHANNEL WALL GUTTER CURB GUTTER CURB CURB DRAIN CUT OPENING 1%5%3 1 30" MIN. 1" 12 " 22" MIN. CURB & GUTTER SIDEWALK 1' MATCH SIDEWALK SLOPE 6" M I N 1 C-412 A A B B PLAN 6" DEPTH STREAMBED COBBLE (4") PER WSDOT STD SPECIFICATION 9-03.11(2) CELL BOTTOM CELL BANK 3' SECTION A - A ASPHALT PAVEMENT 16" 17 7/8" 18 1/8" INLET CHANNEL WALLS CURB & GUTTER EXPANSION JOINT EACH SIDE (TYP.) STREET SLOPE STREET SLOPE 12"x18" GRATE. BOLT IN PLACE GUTTER LINE 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 BY USING (2)-18" LONG & (1)-12" LONG GRATE FOR 5-FOOT SIDEWALK WIDTH. 3.GRATE SHALL MEET ADA REQUIREMENTS. 4.TOP SURFACE OF BOLTS SHALL BE RECESSED OR FLUSH 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 PER SIDE. SECTION B - B 3 - 24 " ROADWAY GEOTEXTILE BELOW ROCK SEE NOTE 1 1" 6 1 6"6" 6" MIN THICKNESS CONCRETE CHANNEL TOP SURFACE ELEVATION VARIES PER SECTION A-A #4 BAR 6" FROM ENDS AND 1' O.C. 4 - #4 BAR CONTINUOUS 6" 8" ANGLE STOCK PERIMETER FRAME #3 REBAR EMBEDMENT ANCHOR, EQUAL SPACING NOT TO EXCEED 18" O.C. TYP. GRATE ANGLE STOCK PERIMETER FRAME, SIZED TO COORDINATE WITH GRATE THICKNESS. 45° 11 2" X 1 4" FLAT BAR SPACER REBAR OV E R A L L L E N G T H P E R P L A N SE E N O T E 2 18 5/8"± 18 1/8"± A A 18 5/8"± ELEVATION A - A DETAIL ELEVATION A - A ISOMETRIC VIEW PLAN VIEW 14 - FRAME TRENCH GRATE NTS 12/09/2025 r-436331 DEVELOPMENT ENGINEERING HBray 12/31/2025 HAR R I N G T O N A V E N E NE 1 0 T H S T JEFFERSON AVE NE NE 1 1 T H S T AL L E Y A ALLEY B AL L E Y D AL L E Y E AL L E Y F EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT BLOCK C 12 EXISTING 12" DI WATER MAIN EXISTING 8" SEWER MAIN 1 EXISTING 12" DI WATER MAIN WATER METER (TYP) 13 . 0 ' VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) SIDE SEWER CONNECTION (TYP) LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER WATER MAIN TEE GATE VALVE CONCRETE THRUST BLOCK SEWER MAIN SANITARY SEWER MANHOLE FLOW DIRECTION ARROW 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 30 feet 15'30'60' MA T C H L I N E : S T A 5 0 + 0 0 . 0 0 SE E S H E E T C 7 . 0 1 BLOCK C COMPOSITE UTILITY PLAN 1 CONNECT TO EXISTING WATER MAIN STUB. 2 CONNECT TO EXISTING SEWER MAIN STUB 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. 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. 9.ALL WATER FITTINGS AND VALVEDS WITH MECHANICAL JOINT (MJ) ENDS SHALL HAVE A WEDGE-TYPE RETAINER GLAND SUCH AS MEGALUG SERIES 1100 OR APPROVED EQUAL. FIELD LOCK GASKETS ARE NOT PERMITTED. 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 80PSI. 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). NOTES: 12/09/2025 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 WATER UTILITY JValdez 12/18/2025 "field-lok" gaskets are not permitted r-436332 w-436301 s-436301 DEVELOPMENT ENGINEERING HBray 12/31/2025 WASTEWATER UTILITY jstowell 01/02/2026 HARRINGTON PL NE N E 1 2 T H S T JEFFERSON AVE NE AL L E Y G ALLEY C BLOCK D NE 1 1 T H S T ALLEY H 1 1 EXISTING 12" DI WATER MAIN EXISTING 8" SEWER MAIN EXISTING FIRE HYDRANT EXISTING FIRE HYDRANT 2 13 . 0 ' 1 3 . 0 ' 15.0 ' 13 . 0 ' WATER METER (TYP) VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) SIDE SEWER CONNECTION (TYP) LEGEND: PROPERTY LINE ROW LINE ROW CENTERLINE UNIT LOT NUMBER WATER MAIN TEE GATE VALVE CONCRETE THRUST BLOCK SEWER MAIN SANITARY SEWER MANHOLE FLOW DIRECTION ARROW 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 30 feet 15'30'60' BLOCK D COMPOSITE UTILITY PLAN MA T C H L I N E : S T A 5 0 + 0 0 . 0 0 SE E S H E E T C 7 . 0 0 REFER TO SHEET C7.00 FOR WATER & SEWER CONSTRUCTION NOTES 12/09/2025 shift blowoff to be within easement PLEASE SHOWN AND OBTAIN A 5-FT WIDE EASEMENT AROUND THE HYDRANT 5' 5'5' WATER UTILITY JValdez 12/18/2025 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 r-436333 w-436302 s-436302 DEVELOPMENT ENGINEERING HBray 12/31/2025 WASTEWATER UTILITY jstowell 01/02/2026 JE F F E R S O N A V E N E ALLEY A AL L E Y B 30+00 11 + 0 0 343344 3 4 4 SSMH #2A SSMH #2 PROPERTY LINE (TYP) PH 1 EX SSMHSTA 30+05.17, 5.00' LT (1) 12" (FL) (2) 12" GATE VALVE (FLxMJ) (1) 12" TO 6" REDUCER (FL) (1) 6" GATE VALVE (FLxMJ) (1) CONCRETE BLOCKING SSMH #1 CONNECT TO EXISTING STUB 8" OUT = 332.64 (SE) REMOVE EX CAP CONNECT TO EXISTING 12" STUB PER COR STD PLAN 300.4 STA 30+62.50, 5.00' LT STA 29+04.61, 2.67' LT (1) END CAP (MJ) (1) 2" B.O. ASSEMBLY (1) END CONCRETE BLOCKING 1" WATER METER (TYP) 6" SIDE SEWER SERVICE (TYP) VA R Y I N G W I D T H UT I L I T Y A N D AC C E S S E S M T (T Y P ) SANITARY SEWER STUB IE (TYP) 34 4 . 5 1 34 4 . 5 1 34 4 . 5 1 34 4 . 5 1 34 0 . 5 8 34 0 . 5 8 34 0 . 5 8 34 0 . 5 8 343.86 343.86 343.86 STA 29+95.60, 2.67' LT (1) 45° BEND (FLxMJ) (1) END CONCRETE BLOCKING STA 29+97.93, 5.00' LT (1) 45° BEND (FLxMJ) (1) END CONCRETE BLOCKING 325 330 335 340 345 350 355 360 325 330 335 340 345 350 355 360 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE MATCH EX BACK OF SIDEWALK ⅊ 8" IE OUT=335.88 (SE) SSMH #2A, 48" STA. 29+15.89, 7.33' RT RIM=344.75 79 LF 8" PVC SS @ 2. 5 4 % 8" IE OUT=333.77 (SE) 8" IE IN=333.87 (NE) 8" IE IN=333.87 (NW) SSMH #2, 48" STA. 44+29.02, 4.84' LT RIM=343.56 69 LF 8" PVC SS @ 1.50% CONNECT TO EXISTING STUB 8" IE OUT=332.64 (SE) 8" IE IN=332.74 (NW) SSMH #1, 48" STA. 30+63.74, 5.00' RT RIM=342.40 PH 1 EX SSMH, 48" AL L E Y A S T A 3 0 + 0 0 . 0 0 = AL L E Y B S T A 4 4 + 3 6 . 3 5 JE F F E R S O N A V E N E S T A 1 1 + 3 3 . 6 9 = AL L E Y A S T A 3 0 + 9 7 . 0 0 29+20 34 3 . 0 34 4 . 5 4 34 2 . 9 34 4 . 2 4 29+60 34 2 . 8 34 3 . 9 4 34 2 . 7 34 3 . 6 4 30+00 34 2 . 6 34 3 . 3 4 34 2 . 4 34 3 . 0 1 30+40 34 2 . 3 34 2 . 6 9 34 2 . 3 34 2 . 3 6 30+80 34 1 . 8 34 1 . 6 31+20 34 2 . 0 MATCH EXISTING GRADE (TYP) CONNECT DIRECTLY TO STUBBED EXISTING 12" WATER MAIN STA 30+62.50 EL=337.32 102 LF 6" DI WM (RJ) 57 LF 12" DI WM (RJ) 3' MIN (FOR 6") 4' MIN (FOR 12") 1 2 3 4 5 6 8 7 1 Water 6 341.1 Side Sewer 6 336.16 4.44 2 Water 6 340.8 Side Sewer 6 335.76 4.54 3 Water 6 340.52 Side Sewer 6 335.39 4.63 4 Water 6 340.23 Side Sewer 6 335.00 4.73 5 Water 6 339.02 Sewer 8 334.02 4.33 6 Water 6 338.81 Storm Drain 12 335.39 2.42 7 Water 12 337.52 Storm Drain 8 335.80 1.05 8 Storm Drain 12 334.66 Sewer 8 332.85 1.14 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SEE SHEET C7.11 FOR CONTINUATION KEY PLAN NTS WATER AND SEWER PLAN & PROFILE ALLEY A LEGEND: PROPERTY LINE CENTERLINE SANITARY SEWER SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB WATER GATE VALVE CONCRETE THRUST BLOCK HYDRANT MECHANICAL JOINT / CAP BLOW OFF PIV UTILITY CROSSING# ID TOP UTILITY BOTTOM UTILITY CLEARANCE (FT)NAME SIZE (IN)IE NAME SIZE (IN)IE REFER TO SHEET C0.01 & C0.02 FOR CITY OF RENTON WATER AND SEWER NOTES REFER TO SHEET C7.00 FOR WATER AND SEWER CONSTRUCTION NOTES 72 12/09/2025 WATER UTILITY JValdez 12/18/2025 condition of approval: all gate valves shown in red shall be added to plan view applicant shall send a revised plan to the development engineering project manager for review and approval prior to construction of watermains tee 6"6" permanent 6" w-436303 s-436303 DEVELOPMENT ENGINEERING HBray 12/31/2025 WASTEWATER UTILITY jstowell 01/02/2026 AL L E Y A ALLEY B AL L E Y D 30 + 0 0 45+00 46+00 47+00 70 + 0 0 343 344 345344 346 347 3 4 6 SSMH #3SSMH #2 STA 44+41.35, 5.00' RT (1) 12" (FL) (1) 12" GATE VALVE (FLxMJ) (1) 12" TO 6" REDUCER (FL) (1) 6" GATE VALVE (FLxMJ) (1) CONCRETE BLOCKING STA 45+86.47, 5.17' RT (1) 12" TEE (FL) (2) 12" GATE VALVE (FLxMJ) (1) 12" TO 6" REDUCER (FL) (1) 6" GATE VALVE (FLxMJ) (1) CONCRETE BLOCKING 1" WATER METER (TYP)6" SIDE SEWER SERVICE (TYP) STA 44+59.50, 5.17' RT (1) 12"X6" TEE (MJxFL) (1) 6" GATE VALVE (FLxMJ) (1) F.H. ASSEMBLY PER COR STD PLAN 310.1, 310.2 & 310.3 (1) CONCRETE BLOCKING 344.90 34 4 . 9 0 34 4 . 9 0 344.90344.90 34 2 . 9 1 34 2 . 9 1 34 2 . 9 1 34 2 . 9 1 34 2 . 9 1 34 2 . 9 1 VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) 325 330 335 340 345 350 355 360 325 330 335 340 345 350 355 360 PROPOSED GRADE AT CENTERLINE 8" IE OUT=333.77 (SE) 8" IE IN=333.87 (NE) 8" IE IN=333.87 (NW) SSMH #2, 48" STA. 44+29.02, 4.84' LT RIM=343.56 AL L E Y B S T A 4 4 + 3 6 . 3 5 = AL L E Y A S T A 3 0 + 0 0 . 0 0 44+40 34 2 . 6 34 3 . 4 2 34 3 . 0 34 3 . 7 4 44+80 34 3 . 4 34 4 . 0 4 34 3 . 8 34 4 . 3 4 45+20 34 4 . 3 34 4 . 6 4 34 4 . 7 34 4 . 9 4 45+60 34 5 . 0 34 5 . 2 4 34 5 . 3 34 5 . 5 4 46+00 34 5 . 7 34 5 . 8 4 34 6 . 1 34 6 . 1 4 46+40 34 6 . 4 34 6 . 4 4 34 6 . 8 34 6 . 7 4 46+80 34 7 . 2 34 7 . 0 4 34 7 . 7 34 7 . 4 2 AL L E Y B S T A 4 5 + 8 6 . 4 8 = AL L E Y D S T A 7 0 + 0 0 . 0 0 12"x 12" TEE (FLxFL) STA 44+41.35 EL=336.43 12"x 12" TEE (FLxFL) STA 45+81.48 EL=338.56 127 LF 12" DI WM (RJ) 155 LF 12" DI WM (RJ) FIRE HYDRANT ASSEMBLY 12"x 6" TEE (MJxFL) STA 44+59.50 EL=336.71 9 10 11 12 13 16 15 14 17 18 19 20 21 22 24 23 25 2827 29 31 30 33 32 3534 36 38 37 39 41 40 26 82 LF 8" PVC SS @ 1.46% 18 LF 12" DI WM (RJ) 8" IE OUT=335.07 (SW) 8" IE IN=335.17 (NE) 8" IE IN=335.17 (NW) SSMH #3, 48" STA. 45+11.41, 4.84' LT RIM=344.41 EXISTING PH1 GRADE AT CENTERLINE 4' MIN 6' MAX 8" IE OUT=337.65 (SW) 8" IE IN=337.75 (NE) 8" IE IN=337.75 (NW) SSMH #4, 48" STA. 46+64.13, 4.84' LT RIM=346.70 153 LF 8" PVC SS @ 1.62% 9 Water 6"338.62 Storm Drain 12 336.12 1.50 10 Storm Drain 12 338.7 Side Sewer 6 334.69 3.51 11 Water 12 336.4 Side Sewer 6 334.79 1.11 12 Storm Drain 12 339.09 Side Sewer 6 334.98 3.61 13 Water 12 336.77 Side Sewer 6 335.08 1.19 14 Storm Drain 8 340.18 Sewer 8 334.90 4.61 15 Storm Drain 12 339.43 Side Sewer 6 335.24 3.69 16 Water 12 337.1 Side Sewer 6 335.34 1.26 17 Storm Drain 8 339.95 Sewer 8 335.04 4.24 18 Storm Drain 8 340.63 Sewer 8 335.28 4.68 19 Storm Drain 12 339.93 Side Sewer 6 335.62 3.81 20 Water 12 337.58 Side Sewer 6 335.72 1.36 21 Storm Drain 12 340 Side Sewer 6 335.67 3.83 22 Water 12 337.65 Side Sewer 6 335.83 1.32 23 Storm Drain 12 340.91 Side Sewer 6 336.41 4.00 24 Water 12 338.51 Side Sewer 6 336.45 1.56 25 Water 12 338.9 Sewer 8 336.12 2.11 26 Storm Drain 12 340.97 Water 12 338.74 1.23 27 Storm Drain 12 341.42 Side Sewer 6 336.85 4.07 28 Water 12 338.94 Side Sewer 6 336.95 1.49 29 Storm Drain 8 342.11 Sewer 8 336.72 4.72 30 Storm Drain 12 341.91 Side Sewer 6 337.25 4.16 31 Water 12 339.34 Side Sewer 6 337.35 1.49 32 Storm Drain 12 342 Side Sewer 6 337.32 4.18 33 Water 12 339.42 Side Sewer 6 337.42 1.50 34 Storm Drain 12 342.47 Side Sewer 6 337.71 4.26 35 Water 12 339.81 Side Sewer 6 337.81 1.50 36 Storm Drain 8 343.01 Sewer 8 337.53 4.81 37 Storm Drain 12 342.98 Side Sewer 6 338.13 4.35 38 Water 12 340.24 Side Sewer 6 338.23 1.51 39 Storm Drain 8 343.83 Sewer 8 338.17 4.99 40 Storm Drain 12 343.66 Side Sewer 6 338.69 4.47 41 Water 12 340.8 Side Sewer 6 338.79 1.51 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 MA T C H L I N E : S T A 4 7 + 2 0 . 0 0 SE E S H E E T C 7 . 1 2 SEE SHEET C7.10 FOR CONTINUATION SEE SHEET C7.10 FOR CONTINUATION SEE SHEET C7.14 FOR CONTINUATION KEY PLAN NTS WATER AND SEWER PLAN & PROFILE ALLEY B LEGEND: PROPERTY LINE CENTERLINE SANITARY SEWER SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB WATER GATE VALVE CONCRETE THRUST BLOCK HYDRANT MECHANICAL JOINT / CAP BLOW OFF PIV UTILITY CROSSING# ID TOP UTILITY BOTTOM UTILITY CLEARANCE (FT)NAME SIZE (IN)IE NAME SIZE (IN)IE REFER TO SHEET C0.01 & C0.02 FOR CITY OF RENTON WATER AND SEWER NOTES REFER TO SHEET C7.00 FOR WATER AND SEWER CONSTRUCTION NOTES SEE SHEET C7.17 FOR CONTINUATIONSEE SHEET C7.17 FOR CONTINUATION 81 2.02 7.13 2.06 40 2.06 76 2.04 85 2.02 1.60 2.86 12/09/2025 condition of approval: elevation of watermain does not match elevation shown on sheet c7.10 the applicant shall send a revised profile of c7.10 and c7.11 to the development engineering project manager for review and approval prior to construction of watermains (2) WATER UTILITY JValdez 12/18/2025 w-436304 s-436304 DEVELOPMENT ENGINEERING HBray 12/31/2025 WASTEWATER UTILITY jstowell 01/02/2026 NE 1 1 T H S T AL L E Y E ALLEY B48+00 49+00 50+0050+00 80 + 0 0 90 + 0 0 22 1 + 0 0 350348349 35 1 352 3 4 9 3 5 2 SSMH #6 SSMH #5 STA 47+41.79, 5.17' RT (1) 12" TEE (FL) (2) 12" GATE VALVE (FLxMJ) (1) 12" TO 6" REDUCER (FL) (1) 6" GATE VALVE (FLxMJ) (1) CONCRETE BLOCKING STA 49+04.37, 5.17' RT (1) 12" TEE (FL) (2) 12" GATE VALVE (FLxMJ) (1) 12" TO 6" REDUCER (FL) (1) 6" GATE VALVE (FLxMJ) (1) CONCRETE BLOCKING ROW LINE (TYP) STA 49+56.26, 5.17' RT (1) 22.5° BEND (MJ) (1) CONCRETE BLOCKING STA 49+60.95, 9.86' RT (1) 22.5° BEND (MJxFL) (1) CONCRETE BLOCKING REMOVE EX CAP CONNECT TO EXISTING 12" STUB PER COR STD PLAN 300.4 STA 49+65.50, 9.87' RT (1) 12"x6" TEE (MJxFL) (1) 6" GV (FLxMJ) (1) FIRE HYDRANT ASSEMBLY PER COR STD PLAN 310.1, 310.2 & 310.3 (1) CONCRETE BLOCKING 1" WATER METER (TYP) 6" SIDE SEWER SERVICE (TYP) VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) 34 5 . 5 9 34 5 . 5 9 34 5 . 5 9 34 5 . 5 9 34 5 . 5 9 34 8 . 2 5 348.25 348.25 34 8 . 2 5 34 8 . 2 5 34 8 . 2 5 AL L E Y F 330 335 340 345 350 355 360 365 330 335 340 345 350 355 360 365 EXISTING PH1 GRADE AT CENTERLINE PROPOSED GRADE AT CENTERLINE MATCH EX BACK OF SIDEWALK 151 LF 8" PVC SS @ 1.69% 79 LF 8" PVC SS @ 2.5 2 % 8" IE OUT=342.39 (SW) 8" IE IN=342.49 (NW) 8" IE IN=342.49 (NE) SSMH #6, 48" STA. 48+94.37, 4.84' LT RIM=351.21 AL L E Y B S T A 4 8 + 9 7 . 5 4 = AL L E Y F S T A 9 0 + 0 0 . 0 0 34 8 . 2 34 8 . 2 2 47+60 34 8 . 5 34 8 . 6 2 34 8 . 8 34 9 . 0 2 48+00 34 9 . 2 34 9 . 4 2 34 9 . 7 34 9 . 8 2 48+40 34 9 . 9 35 0 . 2 2 35 0 . 0 35 0 . 6 2 48+80 35 0 . 2 35 1 . 0 2 35 0 . 5 35 1 . 4 2 49+20 35 1 . 0 35 1 . 8 2 35 1 . 7 35 2 . 2 2 49+60 35 2 . 4 35 2 . 6 2 35 2 . 5 50+00 35 2 . 2 AL L E Y B S T A 4 8 + 4 2 . 2 3 = AL L E Y E S T A 8 0 + 0 0 . 0 0 NE 1 1 T H S T S T A 2 2 1 + 3 3 . 1 8 = AL L E Y B S T A 5 0 + 0 0 . 0 0 DE P T H ±6 . 6 3 ' 163 LF 12" DI WM (RJ) 63 LF 12" DI WM (RJ) 11 LF 12" DI WM 5 LF 12" DI WM 12"x 12" TEE (FLxFL) STA 47+41.79 EL=341.26 12"x 12" TEE (FLxFL) STA 49+04.37 EL=344.42 STA 49+50.49 EL=345.01 22° HORIZONTAL BEND (MJ) (1) CONCRETE BLOCKING STA 49+60.49 EL=345.14 22° HORIZONTAL BEND (MJ) (1) CONCRETE BLOCKING CONNECT DIRECTLY TO STUBBED EXISTING 12" WATER MAIN STA 49+65.50 EL=345.20 42 44 43 46 48 51 53 54 55 57 62 59 61 63 65 66 45 47 49 50 52 56 58 60 64 8" IE OUT=343.43 (SW) SSMH #7, 48" STA. 49+46.75, 4.83' LT RIM=352.26 52 LF 8" PVC SS @ 1.80% 8" IE OUT=340.30 (SW) 8" IE IN=340.40 (NE) 8" IE IN=340.40 (NW) SSMH #5, 48" STA. 48+15.50, 4.84' LT RIM=349.63 42 Water 12 341.51 Sewer 8 338.76 2.08 43 Storm Drain 12 344.08 Water 12 341.35 1.73 44 Storm Drain 12 344.12 Side Sewer 6 339.13 4.49 45 Water 12 341.19 Side Sewer 6 339.23 1.46 46 Storm Drain 12 344.59 Side Sewer 6 339.58 4.51 47 Water 12 341.67 Side Sewer 6 339.68 1.49 48 Storm Drain 12 344.68 Side Sewer 6 339.66 4.52 49 Water 12 341.75 Side Sewer 6 339.76 1.49 50 Storm Drain 12 345.15 Side Sewer 6 340.08 4.57 51 Water 12 342.22 Side Sewer 6 340.18 1.54 52 Storm Drain 12 345.54 Side Sewer 6 340.43 4.61 53 Water 12 342.61 Side Sewer 6 340.53 1.58 54 Storm Drain 8 346.29 Sewer 8 340.27 5.35 55 Storm Drain 12 346.26 Side Sewer 6 341.09 4.67 56 Water 12 343.34 Side Sewer 6 341.19 1.65 57 Storm Drain 12 346.78 Side Sewer 6 341.54 4.74 58 Water 12 343.86 Side Sewer 6 341.64 1.72 59 Storm Drain 12 347.11 Side Sewer 6 341.85 4.76 60 Water 12 344.19 Side Sewer 6 341.95 1.74 61 Water 12 344.62 Sewer 8 341.65 2.30 62 Storm Drain 12 347.19 Water 12 344.47 1.72 63 Storm Drain 12 347.48 Side Sewer 6 342.29 4.69 64 Water 12 344.45 Side Sewer 6 342.39 1.56 65 Storm Drain 8 348.16 Sewer 8 342.47 5.02 66 Water 12 344.65 Side Sewer 6 342.70 1.45 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 MA T C H L I N E : S T A 4 7 + 2 0 . 0 0 SE E S H E E T C 7 . 1 1 SEE SHEET C7.15 FOR CONTINUATION SE E S H E E T C 7 . 1 3 F O R C O N T I N U A T I O N KEY PLAN NTS WATER AND SEWER PLAN & PROFILE ALLEY B LEGEND: PROPERTY LINE CENTERLINE SANITARY SEWER SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB WATER GATE VALVE CONCRETE THRUST BLOCK HYDRANT MECHANICAL JOINT / CAP BLOW OFF PIV UTILITY CROSSING# SEE SHEET C7.14 FOR CONTINUATION ID TOP UTILITY BOTTOM UTILITY CLEARANCE (FT)NAME SIZE (IN)IE NAME SIZE (IN)IE REFER TO SHEET C0.01 & C0.02 FOR CITY OF RENTON WATER AND SEWER NOTES REFER TO SHEET C7.00 FOR WATER AND SEWER CONSTRUCTION NOTES SEE SHEET C7.18 FOR CONTINUATION FIRE HYDRANT ASSEMBLY 12"x 6" TEE (MJxFL) STA 44+59.50 12"x 6" TEE (MJxFL) STA 44+59.50 FIRE HYDRANT ASSEMBLY 12"x 6" TEE (MJxFL)12"x 6" TEE (MJxFL) STA 44+59.50 12/09/2025 WATER UTILITY JValdez 12/18/2025 12"-POLYPIG STATION PER STD PLAN NO. 300.7 w-436305 s-436305 DEVELOPMENT ENGINEERING HBray 12/31/2025 WASTEWATER UTILITY jstowell 01/02/2026 335 340 345 350 355 360 365 370 335 340 345 350 355 360 365 370 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE MATCH EX BACK OF SIDEWALK MATCH EX BACK OF WALK 8" IE OUT=337.68 (SW) 8" IE IN=341.11 (N) SSMH #8, 60" STA. 50+33.37, 0.04' LT RIM=352.96 17 LF 8" PVC SS @ 2.00% 8" IE OUT=341.45 (S) 8" IE IN=341.55 (NE) SSMH #9, 48" STA. 50+49.52, 5.00' LT RIM=353.35 47 LF 8" PVC SS @ 2.00% 8" IE OUT=342.49 (SW) 8" IE IN=342.59 (NE) 8" IE IN=342.59 (NW) SSMH #10, 48" STA. 50+96.48, 5.00' LT RIM=354.52 75 LF 8" PVC SS @ 2.00% 8" IE OUT=344.09 (SW) 8" IE IN=344.19 (NE) SSMH #11, 48" STA. 51+71.49, 5.00' LT RIM=356.36 54 LF 8" PVC SS @ 2.00% 8" IE OUT=345.26 (SW) 8" IE IN=345.36 (N) SSMH #12, 48" STA. 52+24.70, 5.22' RT RIM=357.38 70 LF 8" PVC SS @ 2.00% 8" IE OUT=346.75 (S) 8" IE IN=346.85 (NE) SSMH #13, 48" STA. 52+95.21, 3.94' RT RIM=357.54 23 LF 8" PVC SS @ 2.00% 8" IE OUT=347.31 (SW) 8" IE IN=347.41 (E) SSMH #14, 48" STA. 53+22.35, 3.07' RT RIM=357.31 AL L E Y C S T A 5 1 + 0 3 . 4 2 = AL L E Y G S T A 1 0 0 + 0 0 . 0 0 AL L E Y C S T A 5 3 + 3 3 . 7 6 = AL L E Y H S T A 1 5 3 + 3 3 . 7 6 NE 1 1 T H S T S T A 2 2 1 + 3 3 . 1 8 = AL L E Y C S T A 5 0 + 0 0 . 0 0 50+00 35 2 . 2 35 2 . 5 50+40 35 3 . 0 35 3 . 1 7 35 3 . 2 35 3 . 7 1 50+80 35 3 . 5 35 4 . 2 1 35 3 . 7 35 4 . 7 1 51+20 35 3 . 9 35 5 . 2 1 35 4 . 1 35 5 . 7 1 51+60 35 4 . 3 35 6 . 2 0 35 4 . 6 35 6 . 6 3 52+00 35 4 . 8 35 6 . 9 7 35 5 . 0 35 7 . 2 3 52+40 35 5 . 0 35 7 . 4 0 35 5 . 1 35 7 . 5 0 52+80 35 5 . 0 35 7 . 5 1 35 5 . 1 35 7 . 4 3 53+20 35 5 . 4 35 7 . 2 7 35 5 . 8 35 7 . 0 3 53+60 35 6 . 1 35 6 . 7 1 DE P T H ±5 . 1 4 ' DEPTH ±6.63' PH 1 EX SSMH, 48" REMOVE EX CAP PER COR STD PLAN 300.4 CONNECT DIRECTLY TO STUBBED EXISTING 12" WATER MAIN STA 50+34.50 EL=345.20 12"x 12" TEE (FLxFL) STA 51+06.48 EL=347.75 STA 51+73.06 EL=348.42 11.25° HORIZONTAL BEND (MJ) (1) CONCRETE BLOCKING CONNECT DIRECTLY TO STUBBED EXISTING 12" WATER MAIN STA 53+68.80 EL=350.37 STA 51+91.37 EL=348.60 11.25° HORIZONTAL BEND (MJ) (1) CONCRETE BLOCKING STA 53+21.89 EL=349.91 45° BEND (MJ) (1) CONCRETE BLOCKING STA 52+95.84 EL=349.65 45° BEND (MJ) (1) CONCRETE BLOCKING STA 50+51.29 EL=347.48 22.5° VERTICAL AND HORIZONTAL BEND (MJ) (1) CONCRETE BLOCKING STA 50+39.55 EL=345.20 22.5° VERTICAL & HORIZONTAL BEND (MJ) (1) CONCRETE BLOCKING 5 LF 12" DI WM (RJ) 13 LF 12" DI WM (RJ) 55 LF 12" DI WM (RJ)67 LF 12" DI WM (RJ) 19 LF 12" DI WM (RJ) 107 LF 12" DI WM (RJ) 31 LF 12" DI WM (RJ) 50 LF 12" DI WM (RJ) 68 69 71 70 73 72 81 80 83 84 87 88 89 95 92 77 90 96 86 38 LF 8" PVC SS @ 1.50% 8" IE OUT=347.98 (W) SSMH #15, 48" STA. 53+62.07, 5.00' RT RIM=356.78 93 94 97 98 100 99 101 102 103 NE 1 1 T H S T JEFF E R S O N A V E N E AL L E Y G ALLEY C ALLEY H A L L E Y C 50+0050+00 51+00 52+00 53+00 5 4 + 0 0 10 0 + 0 0 153+00 22 1 + 0 0 21+0 0 355353 354 356 35 7 357 357 354 SSMH #13 SSMH #12 SSMH #14 SSMH #11 SSMH #10 SSMH #9 SSMH #8 STA 50+39.51, 9.92' RT (1) 22.5° BEND (MJxFL) (1) CONCRETE BLOCKING STA 51+73.06, 5.01' RT (1) 11.25° BEND (MJ) (1) CONCRETE BLOCKING STA 53+67.26, 5.00' LT CONNECT TO EXISTING 12" STUB PER COR STD PLN 300.4 REMOVE EX CAP (1) 12"x6" TEE (FL) (1) 6" GATE VALVE (FLxMJ) (1) F.H. ASSEMBLY PER COR STD PLAN 310.1, 310.2 & 310.3 (1) CONCRETE BLOCKING STA 51+06.48, 5.00' RT (1) 12" TEE (FL) (2) 12" GATE VALVE (FLxMJ) (1) 12" TO 6" REDUCER (FL) (1) 6" GATE VALVE (FLxMJ) (1) CONCRETE BLOCKING ROW LINE (TYP)STA 51+91.37, 3.30' RT (1) 11.25° BEND (MJ) (1) CONCRETE BLOCKING STA 52+95.84, 6.66' LT (1) 45° BEND (MJ) (1) CONCRETE BLOCKING STA 53+21.89, 7.93' LT (1) 45° BEND (MJ) (1) CONCRETE BLOCKING STA 50+34.50, 9.96' RT CONNECT TO EXISTING 12" STUB PER COR STD PLN 300.4 (1) 12"x6" TEE (FL) (1) 6" GV (FLxMJ) (1) F.H. ASSEMBLY PER COR STD PLAN 310.1, 310.2 & 310.3 (1) CONCRETE BLOCKING STA 50+51.29, 4.97' RT (1) 22.5° BEND (MJ) (1) CONCRETE BLOCKING 1" WATER METER (TYP) 6" SIDE SEWER SERVICE (TYP) VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) 35 1 . 0 9 35 1 . 0 9 35 1 . 0 9 35 1 . 0 9 35 2 . 8 9 35 2 . 8 9 35 2 . 8 9 35 2 . 8 9 3 5 3 . 3 4 3 5 3 . 3 4 3 5 3 . 3 4 3 5 3 . 3 4 35 3 . 9 1 353.91 353.91 353.91 35 3 . 9 1 354.08 354.08 354.08 SSMH #15 68 Storm Drain 12 349.42 Sewer 8 337.95 10.80 69 Storm Drain 8 349.94 Sewer 8 338.05 11.22 70 Storm Drain 12 349.65 Side Sewer 6 339.03 10.12 71 Water 12 346.29 Side Sewer 6 339.13 6.66 72 Storm Drain 12 349.75 Side Sewer 6 339.37 6.80 73 Water 12 346.67 Side Sewer 6 339.47 9.99 74 Storm Drain 12 349.96 Side Sewer 6 340.03 9.43 75 Water 12 347.45 Side Sewer 6 340.13 6.82 76 Water 12 347.77 Sewer 8 339.95 7.15 77 Storm Drain 12 350.01 Water 12 347.72 1.29 78 Storm Drain 12 350.17 Side Sewer 6 340.86 8.81 79 Water 12 347.83 Side Sewer 6 340.96 6.37 80 Storm Drain 12 350.47 Side Sewer 6 341.85 8.12 81 Water 12 348.13 Side Sewer 6 341.95 5.68 82 Storm Drain 12 350.66 Side Sewer 6 342.47 7.69 83 Water 12 348.32 Side Sewer 6 342.57 5.25 84 Storm Drain 12 350.84 Side Sewer 6 343.14 7.20 85 Water 12 348.5 Side Sewer 6 343.24 4.76 86 Storm Drain 12 350.96 Water 12 348.62 1.34 87 Water 12 348.66 Side Sewer 12 343.73 3.93 88 Storm Drain 12 351 Side Sewer 6 343.63 6.87 89 Storm Drain 8 351.67 Sewer 8 343.51 7.49 90 Storm Drain 8 351.53 Water 12 348.70 1.8391Water12348.8 Sewer 8 343.84 4.29 94 Storm Drain 12 351.26 Sewer 8 343.99 6.60 95 Water 12 349.51 Sewer 8 347.01 1.83 96 Storm Drain 12 351.92 Sewer 8 347.17 4.08 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SE E S H E E T C 7 . 1 2 F O R C O N T I N U A T I O N KEY PLAN NTS WATER AND SEWER PLAN & PROFILE ALLEY C LEGEND: PROPERTY LINE CENTERLINE SANITARY SEWER SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB WATER GATE VALVE CONCRETE THRUST BLOCK HYDRANT MECHANICAL JOINT / CAP BLOW OFF PIV UTILITY CROSSING# SEE SHEET C7.15 FOR CONTINUATION ID TOP UTILITY BOTTOM UTILITY CLEARANCE (FT)NAME SIZE (IN)IE NAME SIZE (IN)IE ID TOP UTILITY BOTTOM UTILITY CLEARANCE (FT)NAME SIZE (IN)IE NAME SIZE (IN)IE REFER TO SHEET C0.01 & C0.02 FOR CITY OF RENTON WATER AND SEWER NOTES REFER TO SHEET C7.00 FOR WATER AND SEWER CONSTRUCTION NOTES FIRE HYDRANT ASSEMBLY 12"x 6" TEE (MJxFL)12"x 6" TEE (MJxFL) STA 44+59.50 FIRE HYDRANT ASSEMBLY 12"x 6" TEE (MJxFL)12"x 6" TEE (MJxFL) STA 44+59.50 4. 9 2 f t 2 2 12/09/2025 condition of approval: applicant shall specify on the plans if mh #8 is an inside or outside drop plans shall be revised and resubmitted to the development engineering project manager for review and approval prior to construction sewermains WATER UTILITY JValdez 12/18/2025 condition of approval: water meter locations shall be relocated outside of drive aisle for all units plans shall be revised and resubmitted to the development engineering project manager for review and approval prior to water meter installation 12"-POLYPIG STATION PER STD PLAN NO. 300.7 w-436306 s-436306 DEVELOPMENT ENGINEERING HBray 12/31/2025 WASTEWATER UTILITY jstowell 01/02/2026 AL L E Y B ALLEY D 46 + 0 0 69+00 70+0069+00 70+00 46 + 0 0 69+00 70+00346 34 7 3 4 5 3 4 6 STA 68+95.50, 0.00' RT (1) END CAP (MJ) (1) 2" B.O. ASSEMBLY (1) END CONCRETE BLOCKING PROPERTY LINE (TYP) 1" WATER METER (TYP) VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) 330 335 340 345 350 355 360 330 335 340 345 350 355 360 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE ⅊ AL L E Y B S T A 4 5 + 8 6 . 4 7 = AL L E Y D S T A 7 0 + 0 0 . 0 0 34 5 . 8 34 6 . 8 6 69+20 34 5 . 7 34 6 . 5 6 34 5 . 7 34 6 . 2 6 69+60 34 5 . 6 34 5 . 9 6 34 5 . 5 34 5 . 6 6 70+00 34 5 . 4 34 5 . 6 4 MATCH EXISTING GRADE (TYP) 110 LF 6" DI WM (RJ) 3' MIN (FOR 6") ALLEY E AL L E Y B 47 + 0 0 79+00 80+0079+00 80+00 47 + 0 0 79+00 80+00 348 3 4 9 349 STA 78+87.33, 0.00' LT (1) END CAP (MJ) (1) 2" B.O. ASSEMBLY (1) END CONCRETE BLOCKING PROPERTY LINE (TYP) 1" WATER METER (TYP) 330 335 340 345 350 355 360 330 335 340 345 350 355 360 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE ⅊ AL L E Y B S T A 4 7 + 4 1 . 7 9 = AL L E Y E S T A 8 0 + 0 0 . 0 0 34 7 . 9 34 9 . 4 8 79+20 34 8 . 0 34 9 . 1 8 34 8 . 1 34 8 . 8 8 79+60 34 8 . 1 34 8 . 5 8 34 8 . 2 34 8 . 2 8 80+00 34 8 . 2 34 8 . 2 6 MATCH EXISTING GRADE (TYP) 118 LF 6" DI WM (RJ) 3' MIN (FOR 6") 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SEE SHEET C7.11 FOR CONTINUATION SEE SHEET C7.11 FOR CONTINUATION SEE SHEET C7.12 FOR CONTINUATION SEE SHEET C7.11 FOR CONTINUATION KEY PLAN NTS WATER AND SEWER PLAN & PROFILE ALLEYS D & E LEGEND: PROPERTY LINE CENTERLINE SANITARY SEWER SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB WATER GATE VALVE CONCRETE THRUST BLOCK HYDRANT MECHANICAL JOINT / CAP BLOW OFF PIV UTILITY CROSSING# REFER TO SHEET C0.01 & C0.02 FOR CITY OF RENTON WATER AND SEWER NOTES REFER TO SHEET C7.00 FOR WATER AND SEWER CONSTRUCTION NOTES 12/09/2025 WATER UTILITY JValdez 12/18/2025 6" permanent PER STD PLAN 340.1 PER STD PLAN 340.1 6" permanent w-436307 s-436307 DEVELOPMENT ENGINEERING HBray 12/31/2025 ALLEY F AL L E Y B 89+00 90+00 49 + 0 0 3 5 1 352 352 STA 88+77.69, 6.83' LT (1) END CAP (MJ) (1) 2" B.O. ASSEMBLY (1) END CONCRETE BLOCKING PROPERTY LINE (TYP) 1" WATER METER (TYP) 6" SIDE SEWER SERVICE (TYP) VARYING WIDTH UTILITY AND ACCESS ESMT (TYP) 34 8 . 6 4 34 8 . 6 4 34 8 . 6 4 34 8 . 6 4 34 8 . 6 4 34 8 . 7 1 34 8 . 7 1 34 8 . 7 1 34 8 . 7 1 34 8 . 7 1 SSMH #6A SSMH #6 335 340 345 350 355 360 365 335 340 345 350 355 360 365 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE ⅊ SSMH #6, 48" SEE SHEET C7.128" IE OUT=346.02 (SE) SSMH #6A, 48" STA. 88+84.49, 3.17' RT RIM=352.89 111 LF 8" PVC S S @ 3 . 1 9 % AL L E Y B S T A 4 8 + 9 7 . 5 4 = AL L E Y F S T A 9 0 + 0 0 . 0 0 88+80 34 9 . 6 34 9 . 6 35 2 . 5 9 89+20 34 9 . 7 35 2 . 2 9 34 9 . 8 35 1 . 9 9 89+60 35 0 . 0 35 1 . 6 9 35 0 . 1 35 1 . 3 9 90+00 35 0 . 5 35 1 . 3 7 MATCH EXISTING GRADE (TYP) 127 LF 6" DI WM (RJ) 3' MIN (FOR 6") 105 106 107 108 109 HA R R I N G T O N P L N E ALLEY G AL L E Y C 51 + 0 0 99+00 100+00 35 4 35 5 35 4 35 6 STA 98+90.91, 3.05' LT (1) END CAP (MJ) (1) 2" B.O. ASSEMBLY (1) END CONCRETE BLOCKING PROPERTY LINE (TYP) 1" WATER METER (TYP) 6" SIDE SEWER SERVICE (TYP) 35 0 . 5 8 35 0 . 5 8 35 0 . 5 8 35 0 . 5 8 35 0 . 5 8 35 0 . 5 8 35 0 . 5 8 35 0 . 5 8 35 0 . 5 8 SSMH #10 SSMH #9A 335 340 345 350 355 360 365 335 340 345 350 355 360 365 PROPOSED GRADE AT CENTERLINE ⅊ SSMH #10, 48" SEE SHEET C7.13 8" IE OUT=342.33 (SE) SSMH #9A, 48" STA. 98+97.71, 6.94' RT RIM=353.61 97 LF 8" PVC SS @ -0.27% AL L E Y C S T A 5 1 + 0 3 . 4 2 = AL L E Y G S T A 1 0 0 + 0 0 . 0 0 35 2 . 1 35 3 . 5 0 99+20 35 2 . 4 35 3 . 8 0 35 2 . 8 35 4 . 1 0 99+60 35 3 . 1 35 4 . 4 0 35 3 . 4 35 4 . 7 0 100+00 35 3 . 7 35 5 . 0 4 MATCH EXISTING GRADE (TYP) 114 LF 6" DI WM (RJ) 3' MIN (FOR 6") 110 111 112 113 105 Water 6 349.22 Side Sewer 6 346.16 2.56 106 Water 6 348.72 Side Sewer 6 345.11 3.11 107 Water 6 348.41 Side Sewer 6 344.94 2.97 108 Water 6 347.82 Side Sewer 6 344.17 3.15 109 Water 6 344.71 Side Sewer 6 343.12 1.09 110 Water 6 349.22 Side Sewer 6 342.54 6.18 111 Water 6 348.72 Side Sewer 6 342.16 6.06 112 Water 6 348.41 Side Sewer 6 341.63 6.28 113 Water 6 347.82 Side Sewer 6 341.24 6.08 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SEE SHEET C7.12 FOR CONTINUATION SEE SHEET C7.12 FOR CONTINUATION SEE SHEET C7.13 FOR CONTINUATION SEE SHEET C7.13 FOR CONTINUATION KEY PLAN NTS WATER AND SEWER PLAN & PROFILE ALLEYS F & G LEGEND: PROPERTY LINE CENTERLINE SANITARY SEWER SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB WATER GATE VALVE CONCRETE THRUST BLOCK HYDRANT MECHANICAL JOINT / CAP BLOW OFF PIV UTILITY CROSSING# ID TOP UTILITY BOTTOM UTILITY CLEARANCE (FT)NAME SIZE (IN)IE NAME SIZE (IN)IE REFER TO SHEET C0.01 & C0.02 FOR CITY OF RENTON WATER AND SEWER NOTES REFER TO SHEET C7.00 FOR WATER AND SEWER CONSTRUCTION NOTES 12/09/2025 condition of approval: applicant shall revise sewer to drain towards alley c and raise depth of sewer as high as possible while maintaining 1.5-ft vertical clearance minimum with watermain revised sheet c7.15 shall be submitted to the development engineering project manager for review and approval prior to construction of sewermains condition of approval: crossings table shall be revised and resubmitted to the development engineering project manager for review and approval prior to construction of sewermains WATER UTILITY JValdez 12/18/2025 PER STD PLAN 340.1 6" permanent PER STD PLAN 340.1 6" permanent w-436308 s-436308 DEVELOPMENT ENGINEERING HBray 12/31/2025 WASTEWATER UTILITY jstowell 01/02/2026 AL L E Y B 45 + 0 0 45 + 0 0 SSMH #3 34 2 . 6 6 34 2 . 6 6 34 2 . 6 6 34 2 . 6 6 PROPERTY LINE (TYP) 6" SIDE SEWER SERVICE (TYP) 119+00 120+00 VA R Y I N G W I D T H UT I L I T Y A N D AC C E S S E S M T (T Y P ) SSMH #3A 344 345 347 346 345 3 4 4 3 4 5 325 330 335 340 345 350 325 330 335 340 345 350 118+90 34 4 . 5 34 4 . 5 1 119+20 34 4 . 3 34 4 . 2 9 34 4 . 3 34 4 . 3 0 119+60 34 4 . 3 34 4 . 3 0 34 4 . 3 34 4 . 3 0 120+00 34 4 . 5 34 4 . 5 1 120+20 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE 8" IE OUT=335.07 (SW) 8" IE IN=335.17 (NE) 8" IE IN=335.17 (NW) SSMH #3, 48" STA. 45+11.41, 4.84' LT RIM=344.41 81 LF 8" PVC SS @ 2.00% 8" IE OUT=336.78 (SE) SSMH #3A, 48" STA. 69+14.61, 75.06' RT RIM=344.27 47 + 0 0 47 + 0 0 PROPERTY LINE (TYP) 6" SIDE SEWER SERVICE (TYP) 34 2 . 7 3 34 2 . 7 3 34 2 . 7 3 34 2 . 7 3 34 5 . 4 1 34 5 . 4 1 34 5 . 4 1 34 5 . 4 1 AL L E Y B 129+00 130+00 VA R Y I N G W I D T H UT I L I T Y A N D AC C E S S E S M T (T Y P ) SSMH #4A SSMH #4 347 348 349 350 3 4 7 330 335 340 345 350 355 330 335 340 345 350 355 128+80 34 7 . 0 34 7 . 0 1 129+20 34 9 . 9 34 9 . 8 9 35 0 . 2 35 0 . 1 8 129+60 34 9 . 5 34 9 . 4 9 34 9 . 3 34 9 . 3 1 130+00 34 9 . 1 34 9 . 0 5 130+20 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE 8" IE OUT=338.64 (SE) SSMH #4A, 48" STA. 46+64.13, 93.50' LT RIM=346.72 89 LF 8" PVC SS @ 1.00% 8" IE OUT=337.65 (SW) 8" IE IN=337.75 (NE) 8" IE IN=337.75 (NW) SSMH #4, 48" STA. 46+64.13, 4.84' LT RIM=346.70 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SEE SHEET C7.11 FOR CONTINUATION SEE SHEET C7.11 FOR CONTINUATION SEE SHEET C7.11 FOR CONTINUATION SEE SHEET C7.11 FOR CONTINUATION KEY PLAN NTS WATER AND SEWER PLAN & PROFILE COURTYARD LEGEND: PROPERTY LINE CENTERLINE SANITARY SEWER SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB WATER GATE VALVE CONCRETE THRUST BLOCK HYDRANT MECHANICAL JOINT / CAP BLOW OFF PIV UTILITY CROSSING# REFER TO SHEET C0.01 & C0.02 FOR CITY OF RENTON WATER AND SEWER NOTES REFER TO SHEET C7.00 FOR WATER AND SEWER CONSTRUCTION NOTES 12/09/2025 WATER UTILITY JValdez 12/18/2025 w-436309 s-436309 DEVELOPMENT ENGINEERING HBray 12/31/2025 WASTEWATER UTILITY jstowell 01/02/2026 AL L E Y B 48 + 0 0 48 + 0 0 35 0 SSMH #5 PROPERTY LINE (TYP) 6" SIDE SEWER SERVICE (TYP) 34 5 . 4 6 34 5 . 4 6 34 5 . 4 6 34 5 . 4 6 34 5 . 4 6 139+00 140+00 VA R Y I N G W I D T H UT I L I T Y A N D AC C E S S E S M T (T Y P ) SSMH #5A 350 351 352 353 3 4 9 330 335 340 345 350 355 360 330 335 340 345 350 355 360 138+70138+80 34 8 . 5 34 8 . 5 4 34 9 . 0 34 9 . 0 2 139+20 139+60 140+00 35 3 . 9 35 3 . 8 9 140+20 PROPOSED GRADE AT CENTERLINE EXISTING PH1 GRADE AT CENTERLINE 8" IE OUT=340.30 (SW) 8" IE IN=340.40 (NE) 8" IE IN=340.40 (NW) SSMH #5, 48" STA. 48+15.50, 4.84' LT RIM=349.63 85 LF 8" PVC SS @ 2 . 5 1 % 8" IE OUT=342.53 (SE) SSMH #5A, 48" STA. 79+10.50, 73.71' LT RIM=350.00 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 0 1 inch = 20 ft. HORZ 10 20 40 0 1 inch = 5 ft. VERT 2.5 5 10 SEE SHEET C7.12 FOR CONTINUATION SEE SHEET C7.12 FOR CONTINUATION KEY PLAN NTS WATER AND SEWER PLAN & PROFILE COURTYARD LEGEND: PROPERTY LINE CENTERLINE SANITARY SEWER SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB WATER GATE VALVE CONCRETE THRUST BLOCK HYDRANT MECHANICAL JOINT / CAP BLOW OFF PIV UTILITY CROSSING# REFER TO SHEET C0.01 & C0.02 FOR CITY OF RENTON WATER AND SEWER NOTES REFER TO SHEET C7.00 FOR WATER AND SEWER CONSTRUCTION NOTES 12/09/2025 WATER UTILITY JValdez 12/18/2025 w-436310 s-436310 DEVELOPMENT ENGINEERING HBray 12/31/2025 WASTEWATER UTILITY jstowell 01/02/2026 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 SEWER & WATER DETAILS 1 - SANITARY SEWER STANDARD MANHOLE NTS 2 - MANHOLE FRAME AND COVER NTS 3 C7.10, C7.12, C7.13 CONNECTION TO WATERMAIN EXISTING TEE OR END LINE CAP NTS 12/09/2025 WATER UTILITY JValdez 12/18/2025 w-436311 s-436311 DEVELOPMENT ENGINEERING HBray 12/31/2025 WASTEWATER UTILITY jstowell 01/02/2026 2.00% SLOPE FFE PER PLAN FA C E O F B U I L D I N G 10.0' 8" SEWER MAIN CONNECTION TO SEWER MAIN PER CITY OF RENTON STANDARD PLAN 406.1 WYE TO POC 6" SIDE SEWER POC 5.0' DRIVEWAY ALLEY CLEANOUT 2.5' FROM FACE OF BLDG 7.5' WATER MAIN (DEPTH VARIES PER PLAN) 2.00 % M I N S L O P E FFE PER PLAN FA C E O F B U I L D I N G 8" SEWER MAIN CONNECTION TO SEWER MAIN PER CITY OF RENTON STANDARD PLAN 406.1 6" SIDE SEWER POC 5.0' DRIVEWAY ALLEY 7.5'45° BEND 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 SEWER & WATER DETAILS 5 C5.17 - C5.18 SIDE SEWER CROSSING WATER 1"=2' 4 C5.17 - C5.18 SIDE SEWER NO CROSSINGS 1"=2' CLEANOUT 2.5' FROM FACE OF BLDG 12/09/2025 w-436312 s-436312 DEVELOPMENT ENGINEERING HBray 12/31/2025 WASTEWATER UTILITY jstowell 01/02/2026 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 6 - POLYPIGGING NEW WATER MAINS NTS 7 - FIRE HYDRANT ASSEMBLY NTS 8 - FIRE HYDRANT ASSEMBLY SHEAR BLOCK NTS SEWER & WATER DETAILS 12/09/2025 AND WATER UTILITY JValdez 12/18/2025 w-436313 s-436313 DEVELOPMENT ENGINEERING HBray 12/31/2025 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 9 - FIRE HYDRANT ASSEMBLY PAVEMENT MARKER NTS 10 - VALVE BOX, OPERATING NUT EXTENSION, AND MARKER POST NTS 11 - 2" BLOW-OFF ASSEMBLY (PERMANENT) NTS SEWER & WATER DETAILS 12/09/2025 WATER UTILITY JValdez 12/18/2025 w-436314 s-436314 DEVELOPMENT ENGINEERING HBray 12/31/2025 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R Call 811two business daysbefore you dig 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. CITY OF RENTON IN COMPLIANCE WITH CITY OF RENTON STANDARDS SOLERA TOWNHOMES 2842 NE SUNSET BLVDRENTON, WA 98056 SO L E R A T O W N H O M E S PR 1 8 - 0 0 0 3 3 3 C2 5 0 0 3 1 7 3 LU A 2 4 - 0 0 0 3 7 5 TE D - 4 0 - 4 3 6 3 W-436301 S-436301 SEWER & WATER DETAILS 14 - CONCRETE BLOCKING FOR HORIZONTAL FITTINGS NTS 13 - 3/4" TO 2" DOUBLE CHECK VALVE ASSEMBLY NTS 12 - INDIVIDUAL PRESSURE REDUCING VALVE ASSEMBLY (RESIDENTIAL) NTS 12/09/2025 WATER UTILITY JValdez 12/18/2025 w-436315 s-436315 DEVELOPMENT ENGINEERING HBray 12/31/2025