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HomeMy WebLinkAboutzR-4178Set00 r SURVEY INFORMATION Nt SURVEY BY AXIS HORIZONTAL DATUM: W NAD 85/91 ~ VERTICAL DATUM: NAVD 88 SHOPPING CENTER LEGAL DESCRIPTION: PER ALTA COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE Q NO. NCS-997897-WA1, DATED JANUARY 17, 2020 AT 8:00 AM. fr W THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF KING, STATE OF O WASHINGTON, AND IS DESCRIBED AS FOLLOWS: Cn PARCEL A: BLOCKS 39 AND 43, CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, ACCORDING TO PLAT RECORDED IN VOLUME 57 OF PLATS AT PAGE(S) 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON; TOGETHER WITH VACATED 11TH PLACE NORTH (SUNSET LANE NORTHEAST) AS VACATED BY CITY OF RENTON ORDINANCE NO. 1830, RECORDED UNDER KING COUNTY RECORDING NO. 5323954; EXCEPT THAT PORTION OF SAID BLOCK 39 DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST SOUTHERLY CORNER OF SAID BLOCK; THENCE NORTH 35'42'00" EAST, ALONG THE SOUTHEASTERLY LINE THEREOF, 125.00 FEET; THENCE NORTH 5415'42" WEST, PARALLEL TO THE SOUTHWESTERLY LINE OF SAID BLOCK, 90.DO FEET; THENCE SOUTH 35'42'00" WEST, PARALLEL TO THE SOUTHEASTERLY LINE OF SAID BLOCK, 125.DO FEET TO THE SOUTHWESTERLY UNE OF SAID BLOCK; THENCE SOUTH 54'35'42" EAST, ALONG SAID SOUTHWESTERLY LINE, 90.00 FEET TO THE POINT OF BEGINNING; ALSO EXCEPT THAT PORTION OF SAID BLOCK 43 DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF "K" STREET (KIRKLAND AVENUE NORTHEAST) AND THE SOUTHERLY MARGIN OF 12TH AVENUE NORTHEAST (NORTHEAST 12TH STREET); THENCE NORTH 88457'15" WEST, ALONG SAID SOUTHERLY MARGIN 151.17 FEET; THENCE SOUTH 01402'45" WEST 214.05 FEET TO THE NORTHWESTERLY MARGIN OF VACATED 11TH PLACE NORTH; THENCE NORTH 6545513" EAST, ALONG SAID NORTHWESTERLY MARGIN, 190.65 FEET TO THE WESTERLY MARGIN OF "K" STREET; THENCE NORTHERLY, ALONG SAID WESTERLY MARGIN, ON A CURVE TO THE RIGHT, HAVING A RADIUS OF 361.72 FEET, AN ARC DISTANCE OF 125.41 FEET; THENCE, CONTINUING ALONG SAID WESTERLY MARGIN, NORTH 01'08'15" EAST 9.92 FEET TO THE POINT OF BEGINNING. PARCEL B: THAT PORTION OF BLOCK 43 OF RENTON HIGHLANDS ADDITION NO. 2, ACCORDING TO PLAT RECORDED IN VOLUME 57 OF PLATS AT PAGE(S) 92 THROUGH 98, INCLUSIVE, IN KING COUNTY, WASHINGTON, DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE WESTERLY MARGIN OF K STREET AND THE SOUTHERLY MARGIN OF 12TH AVENUE NORTH; THENCE NORTH 8857'15" WEST ALONG SAID SOUTHERLY MARGIN 151.17 FEET; THENCE AT RIGHT ANGLES TO SAID SOUTHERLY MARGIN SOUTH 1'02'45" WEST 214.05 FEET TO THE POINT OF INTERSECTION WITH THE NORTHERLY MARGIN OF 11TH PLACE; THENCE NORTH 65'55'13" EAST ALONG SAID NORTHERLY MARGIN 190.65 FEET TO THE INTERSECTION OF THE WESTERLY MARGIN OF K STREET; THENCE NORTH ALONG SAID WESTERLY MARGIN ON A CURVE TO THE RIGHT WITH A RADIUS OF 361.12 FEET A DISTANCE OF 125.41 FEET; THENCE NORTH 1'08'15" EAST 9.92 FEET TO THE POINT OF BEGINNING; EXCEPT THAT CERTAIN STRIP OF LAND 25 FEET IN WIDTH, FORMERLY KNOWN AS 11TH PLACE NORTH, HERETOFORE VACATED BY THE CITY OF RENTON, AS PER ORDINANCE NO. 1830, DATED MAY 17, 1960, ABUTTING UPON THE SOUTH BOUNDARY OF SAID PROPERTY. PARCEL C: LOT 1 OF CITY OF RENTON LOT UNE REVISION NO. LLA 003-82, RECORDED UNDER RECORDING NO. 8204219003, IN KING COUNTY, WASHINGTON. PER ALTA COMMITMENT FOR TITLE INSURANCE BY FIRST AMERICAN TITLE INSURANCE COMPANY, FILE NO. NCS-1011353-WA1, DATED APRIL 29, 2020 AT 8:00 AM. THE LAND REFERRED TO HEREIN BELOW IS SITUATED IN THE COUNTY OF KING, STATE OF WASHINGTON, AND IS DESCRIBED AS FOLLOWS: TPN: 7227801785 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SOLERA CIVIL CONSTRUCTION PERMIT E LOT 2 OF CITY OF RENTON LOT LINE ADJUSTMENT NO. LLA-003-82, RECORDED UNDER KING s 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 z OF RENTON ORDINANCE NOS. 2465 AND 2553, RECORDED UNDER KING COUNTY RECORDING NOS. s 6471624 AND 6647013, RESPECTIVELY, ALL IN THE CORRECTED PLAT OF RENTON HIGHLANDS NO. 2, Call 811 ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 57 OF PLATS, PAGES 92 THROUGH 98, two business days RECORDS OF KING COUNTY, WASHINGTON. before you dig No. RENTON, WASHINGTON PROJECT TEAM APPLICANT DEVCO, LLC 10900 NE 8TH STREET, SUITE 1200 BELLEWE, WA 98004 PHONE (425) 233-6444 CONTACT: DAV1D RATLIFF EMAIL: DAMD.RATUFF00EVCOWA.COM CIVIL ENGINEER KPFF 1601 FIFTH AVENUE, SUITE 1600 SEATTLE, WA 98101 PHONE (206) 622-5822 CONTACT: JEREMY FEBUS, PE EMAIL: JEREMY.FEBUS/KPFF.COM SITE DATA LANDSCAPE ARCHITECT TALASAEA 15020 BEAR CREEK RD NE, WOODINVILLE, WA 98077 PHONE (425) 861-7550 CONTACT: EVA PARKER EMAIL EPARKEROTALASAEA.COM ARCHITECT TISCARENO ASSOCIATES, P.S. 1200 SIXTH AVENUE, SUITE 605 SEATTLE, WA 98101 PHONE: (206) 325-3356 CONTACT: MARK STINE, AIA EMAIL: MARKSCSCARENO.NET SITE AREA: 233,357 SF (5.36 AC) SITE A: 114,171 SF (2.62 AC) SITE B: 119,782 SF (2.75 AC) DISTURBED AREA (INCLUDES ROW): 579,670 SF (13.31 AC) GROSS IMPERVIOUS AREA: 224,218 SF (5.15 AC) NET NEW IMPERVIOUS AREA: 220,462 SF (5.06 AC) IMPERVIOUS SURFACE COVERAGE BASED ON GROSS IMPERVIOUS AREA: 94.5% BUILDING SIZES: BUILDING A: 84,268 BUILDING B: 89,575 BUILDING COVERAGE: BUILDING A: 73.8% BUILDING B: 74.8% PARKING COUNT: VEHICLE: TOTAL: 896 BUILDING A: 406 BUILDING B: 490 BICYCLE: TOTAL: 305 BUILDING A: 142 BUILDING B: 163 NET DENSITY: MIN. DENSITY: 20 DWELLING UNITS PER NET ACRE MAX. DENSITY: 80 DWELUNG UNITS PER NET ACRE ZONING: COMMERCIAL & MIXED USE (CMI) COMPREHENSIVE PLAN SETBACKS: MIN. FRONT YARD: 15' MAX. FRONT YARD: 20' MIN. SECONDARY FRONT YARD: 15' MAX. SECONDARY FRONT YARD: 20' MIN. REAR YARD: NONE MIN. SIDE YARD: NONE CLEAR VISION AREA: IN NO CASE SHALL A STRUCTURE OVER 42" IN HEIGHT INTRUDE INTO THE 20' CLEAR VISION AREA DEFINED IN RMC 4-11-030. THE AREA BOUNDED BY THE STREET PROPERTY UNES OF CORNER LOTS AND A LINE JOINING POINTS ALONG SAID STREET LINES TWENTY (20" FROM THEIR POINT OF INTERSECTION. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION I BY I DATE I APPR PROJECT SURVEYOR AXIS SURVEYING AND MAPPING 15241 NE 90TH ST REDMOND, WA 98052 PHONE (425) 823-5700 CONTACT: ZANE NALL, PLS [e]11111111111111111i12I[I1.3aI► m12111Oki EARTH SOLUTIONS NW, LLC 1805-136TH PL NE, SUITE 201 BELLEWE, WA 98005 PHONE (425) 449-4704 CONTACT: RAYMOND COGLAS, PE FOR SHEET INDEX, SEE C0.01 CONTRACTOR IS ALERTED TO THE FACT THAT WORK WILL BE ACCOMPUSHED 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 FACIUTES ARE IN PLACE TO MAINTAIN SERVICE TO CUSTOMERS THROUGHOUT CONSTRUCTION. CITY OF RENTON PERMITS CIVIL CONSTRUCTION PERMIT C21-001020 PROJECT NO. PR18-000333 LAND -USE NO. LUA20-000305 AS NOTED III DATUM lcpff 5015th Avenue, Suite 16M cattle, WA 98101 D6.622.5822 .i kpM.com CITY OF 'i RENTON Planning/Building/Public Works Dept. PROJECT LOCATION VICINTY MAP SCALE: 1" = 500't CURRENT PARCEL OWNERS PARCEL NUMBER: 72278D-1785 NAME: HOUSING AUTHORITY OF CITY ADDRESS: NE 12TH ST 98056 RENTON, WA 98056 PARCEL NUMBER: 72278D-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 PARCEL NUMBER: 722780-1205 NAME: SOLERA MANAGER LLC ADRESS: 2806 NE SUNSET BLVD RENTON, WA 98056 PARCEL NUMBER: 72278D-1206 NAME: SOLERA MANAGER LLC ADDRESS: 2950 NE SUNSET BLVD RENTON, WA 98056 PARCEL NUMBER: 722780-1406 NAME: SOLERA MANAGER LLC ADDRESS: 1171 KIRKLAND AVE NE RENTON, WA 98056 UTILITY PROVIDERS: POWER AND NATURAL GAS SOUND ENERGY 10885 NE 4TH STREET, SANITARY SEWERS, STORM DRAINAGE, SUITE 1200 WATER PO BOX 97034 CITY OF RENTON BELLEWE, WA 98009-9734 DEVELOPMENT SERVICES (425) 454-6363 1055 SOUTH GRADY WAY (888) 225-5773 RENTON, WA 98057 (425) 430-7200 TELEPHONE: CENTURY LINK 1600 7TH AVENUE SEATTLE, WA 98191 DEVELOPMENT ENGINEERING O (800) 244-1111 msippo 04/07/2022 R-417801 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY WASTEWATER UTILITY JFarah 04/01/2022 -,Rq ll JStowell 04/04/2022 REGIONAL FIRE AUTHORITY APPROVED WATER UTILITY Chomas oaioai2o2z ® agafour 04/07/2022 SOLERA 2842 NE SUNSET BLVD Poe RENTON, WA 98056 COVER SHEET Co. 44 N C 9— M AN Ili M M M O O O 00 N U O N Q J M M M O O O 00 O 00 Hit I 0 V W H Q W J O Tn CITY OF RENTON SURFACE WATER DRAINAGE NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE -CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT'S CONTRACTOR. 2. THE APPLICANT 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 APPLICANTS 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 204.101 204.20, 204.309 204.40, 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. NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WTH 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. 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 CITYS 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. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMI TAL • two business days before you dig N0. REVISION CITY OF RENTON WASTEWATER STANDARD DETAILS: 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 STARLING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBUTY 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 BACKFIWNG 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 RESPONSIBUTY 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 (WALLBUILDING FOUNDATION,ETC.) UNLESS APPROVED BY THE CITY.IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE(WALL BUILDING FOUNDATON,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 DENSEUNYIELDING 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. BY I DATE I APPR AS NOTED a'"�w Nm9°°n°°, AT DATUM IF NOT ONE INCH lcpff 36015th Avenue, Suite 1600 Seattle, WA 98101 306.632.5811 www.kpff.com AV%L 1[=CITY OF ' FENTON viav Planning/Building/Public Works Dept. R-417803 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING MSiDDO 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 NOTES OWNING NO Co. 10 sa, 3 14 O N O O O N Z O M O O O O N Q J CM M M O O O DO a 00 Hit I 0 V W H Q W J O C7 CITY OF RENTON EROSION CONTROL NOTES (CDR 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 APPLICANTS 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 UMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLANS) 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 UMITS SHALL BE PERMITTED. THE CLEARING UMITS SHALL BE MAINTAINED BY THE APPUCANT/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 RESPONSIBIUTY 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 QUAUTY 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 STABIUZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. 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. NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 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 PLANS) 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 STABIUZED. 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 STABIUZATION 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. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMI TAL • two business days before you dig N0. REVISION 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($). 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 CITYS EROSION AND SEDIMENT CONTROL STANDARDS. 12. COVER ALL AREAS THAT WILL BE UNWORKED FOR MORE THAN SEVEN DAYS DURING THE DRY SEASON 0 TWO DAYS DURING THE WET SEASON WITH STRAW, WOOD FIBER MULCH, COMPOST, OR EQUIVALENT. 13. STABIUZE 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. BY I DATE I APPR AS NOTED RIZCN'�L. HAD I'°°n°°' DATUM AT Eu IF NOT ONE INCH lcpff 16015th Avenue, Suite 1600 Seattle, WA 98101 2015.622.5822 www.kpff.com ;� CITY OF ' FENTON viav Planning/Building/Public Works Dept. ABBREVIATIONS 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 q CENTERUNE CO CLEAN OUT COMM COMMUNICATIONS CDR 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 FIG 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 FED PEDESTRIAN PIV POST INDICATOR VALVE POC POINT OF CONNECTION PSE PUGET SOUND ENERGY R RADIUS ROW RIGHT OF WAY RT RIGHT SO STORM DRAIN SQ SQUARE FEET SS SANITARY SEWER SSS SANITARY SIDE SEWER ST SOUND TRANSIT STA STATION STD STANDARD STW STORMWATER TIC TOP OF CURB TESC TEMPORARY EROSION AND SEDIMENTATION CONTROL TP TOP OF POND TW TOP OF WALL TYP TYPICAL W WATER NO WATER QUAUTY WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION R-417804 IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 NOTES m Co. 1 1 4 14 O N O O O W N Z 11'l O M O O O O N Q J OM M M O O O 00 T a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 v CONDITIONS OF APPROVAL: O DECEMBER 11, 2018 V p 1. THE APPLICANT SHALL SUBMIT REVISED PLANS WITH THE ADMINISTRATIVE SITE PLAN W REVIEW APPLICATION FOR BLOCK B THAT ENSURES ANY PROPOSED AMENITY SPACE H IS TEMPORARY IN NATURE AND NOT CREDITED TO THE OPEN SPACE REQUIREMENT UNDER URBAN DESIGN REGULATIONS DISTRICT D. THE APPLICANT SHALL CONSTRUCT THE SPACE TO COMMERCIAL STANDARDS IDENTIFIED IN FOF 26 CONDITIONAL USE ANALYSIS. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ADMINISTRATIVE SITE PLAN ISSUANCE. Q 2. THE APPLICANT SHALL RECORD A COVENANT ON THE UNDERLYING PROPERTIES WITHIN THE PLAT REQUIRING THAT ANY FUTURE DIVISION OF THE LOTS OR LU INCREASES TO DENSITY MUST BE CONSISTENT WITH THE MAXIMUM DENSITY J REQUIREMENTS AS MEASURED WITHIN THE MASTER SITE PLAN AS A WHOLE. THE 0 APPLICANT SHALL SUBMIT A DRAFT OF THE COVENANT WITH THE FINAL PLAT APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO RECORDING WITH THE KING COUNTY RECORDER'S OFFICE. LL I IF 5. "ARRINGTON ABBIIIE THE GRABE BF THE NE 11TH ST ANID PI: PIE SIDEWALK ANEI EHHE PROMBE AN ELEVATED STOOP ENTRANBE FOR EAGII UNITE ADDITIONALLY, APPLIGANT SHAH: PROMBE ARTIGULA:1911, MATERIALS, ANB GLAZING, BEYOND WHAT :RIE 16 REQUIRED EIV R 10 ANB R 16 RESIDENTIAL DESIGN AND OPEN SPAGE IS :RIESE THAT SIMILAR TO A FRONT REVI GROUND LEVEL FEATURES AND ADDIFRIGNAIL EXTERIOR SIBE WI ARTIGULATION SHALL BE SHOO' ON THE ELEVATION PLANS SUBMITTED W1:RI THE ABMINII SITE PLAN REMEW :RIE THIS 3811BITION MAY BE APPROVED BY SURRENT PLANNING PROdEeT MANAGER 6. THE APPLICANT SHALL SUBMIT BUILDING COVERAGE CALCULATIONS WITH AN EXHIBIT GRAPHIC THAT IDENTIFIES COMPLIANCE WITH THE 75-PERCENT LOT COVERAGE LIMITATION FOR EACH PARENT SITE AND MIXED -USE LOT WITH EACH ADMINISTRATIVE SITE PLAN REVIEW APPLICATION. THE BUILDING COVERAGE CALCULATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ADMINISTRATIVE SITE PLAN ISSUANCE. 7. THE APPLIGANT SHALL SUBMIT A REMSED ARBORIST REPORT AND TREE RETEPI :RIE ARBORIST REPORT SHALL RETENTION OF TREES 856 859 AND 862 863. IBEIFIFY IN :RIE BEST PRAG:RGES FOR WORKING AND AROUND DRIP LINES OF :REES. 8 RETAINEB THE REVISED ARBORIST REPORT AND TREE RRE61:1911 PLAN MANAGER PRIOR THE PERMIT ISSUANGE. 8. THE APPLICANT SHALL SUBMIT A REFUSE AND RECYCLING PLAN IWTH THE ADMINISTRATIVE SITE PLAN APPLICATIONS FOR EACH UNIT LOT SUBDIVISION BLOCK THAT IDENTIFIES THE REQUIRED REFUSE AND RECYCLING SPACE FOR EACH TOWNHOME UNIT AND THE EXTERIOR SPACE ALLOCATED FOR PICK-UP DAY. ADDITIONALLY, THE APPLICANT SHALL PROVIDE WRITTEN APPROVAL FROM THE CITYS REFUSE AND RECYCLING CONTRACTED COLLECTOR THAT ADEQUATE SPACE g FOR TRUCK MANEUVERING IS PROVIDED. THE REFUSE AND RECYCLING PLANS AND REFUSE/RECYCLING WRITTEN APPROVALS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING MANAGER PRIOR SITE PLAN ISSUANCE. 9. THE APPLICANT SHALL SUBMIT REVISED FLOOR PLANS TWTH THE ADMINISTRATIVE SITE PLAN REVIEW APPLICATION FOR BUILDING IV THAT UMITS RESIDENTIAL ENTRIES % TO THE NE 11TH ST FRONTAGE. THE REVISED FLOOR PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SITE PLAN ISSUANCE. 10. THE APPLICANT SHALL SUBMIT A COHESIVE SIGN PACKAGE FOR THE MASTER PLAN SITE WITH THE INITIAL ADMINISTRATIVE SITE PLAN REVIEW APPLICATION. THE SIGN PACKAGE SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING B PROJECT MANAGER PRIOR TO SITE PLAN ISSUANCE. �I 11. THE APPE16ANT SHALL SUBMIT A REVISED MASTER PLAN PRIOR TO :HHE FIRST ABMINISTRARVE SITE PLAN REVIEW APPLieATION OR eeNsI PERMIT FEE IN LIEU SIIAI± BE PAID PRIOR TO THE ISSUANeE OF THE emi: eeNsTRue PERMIT-. THE REVISED MASiER PLAN SHALL BE REVIEWED A14D APPROVED By THE eURRENT PLANNING PROdE6T MANAGER PRIOR TO THE FIRST ABMIII SIFE 12. THE APPLICANT SHALL SUBMIT AN EXHIBIT FOR EACH TOWNHOME UNIT WITH THEIR RESPECTIVE ADMINISTRATIVE SITE PLAN REVIEW APPLICATION THAT CLEARLY IDENTIFIES THAT EACH UNIT LOT CONTAINS A MINIMUM OF 250 SQUARE FEET OF PRIVATE YARD SPACE NTH NO DIMENSION LESS THAN 8-FEET IN WIDTH. THE EXHIBITS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO EACH INDIVIDUAL ADMINISTRATE SITE PLAN ISSUANCE FOR BLOCKS R1-R4. 13. THE APPLICANT SHALL SUBMIT A REVISED MASTER SITE PLAN TO IDENTIFY THAT LOTS 7-12, 46, 54, 57, 66, 69, 116, AND 125 COMPLY WITH PRIMARY ENTRY REQUIREMENTS OF RMC 4-2-115E.2 AND 3. THE REVISED MASTER SITE PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO ADMINISTRATIVE SITE PLAN ISSUANCE OR CONSTRUCTION PERMIT ISSUANCE, WHICHEVER OCCURS FIRST. 22. THE APPLICANT SHALL RECEIVE PRELIMINARY APPROVAL OF THE NECESSARY STREET VACATION(S) FROM CITY COUNCIL PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION PERMIT. FINAL APPROVAL OF THE STREET VACATION95) SHALL BE COMPLETED PRIOR TO PLAT RECORDING. 23. 14. THE APPLICANT SHALL PROVIDE IMPLEMENTATION PROCEDURES FOR EACH OF THE MITIGATION MEASURES IDENTIFIED IN ATTACHMENT B OF THE SUNSET AREA PLANNED ACTION ORDINANCE #5813 OR PROVIDE A WRITTEN NARRATIVE OF HOW THE PARTICULAR MEASURE IS NOT APPLICABLE TO THE PROJECT. THE PLANNED ACTION 24. MITIGATION IMPLEMENTATION PROCEDURES SHALL BE SUBMITTED WITH EACH ADMINISTRATIVE SITE PLAN REVIEW APPLICATION FOR REVIEW AND APPROVAL BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SITE PLAN ISSUANCE. 15. THE APPLICANT SHALL SUBMIT A MINOR MODIFICATION APPLICATION TO REMOVE THE PIHA SITE FROM THE RENTON SUNSET TERRACE REDEVELOPMENT MASTER PLAN (LUA14-001475). THE MINOR MODIFICATION APPLICATION SHALL BE SUBMITTED AND DECISION ISSUED PRIOR TO THE APPLICANT SUBMITTING THE ADMINISTRATIVE SITE PLAN REVIEW APPLICATION FOR THIS RESPECTIVE PHASE OF THE MASTER PLAN. THE MINOR MODIFICATION APPLICATION SHALL BE REVIEWED AND APPROVED BY THE 25. CURRENT PLANNING PROJECT MANAGER PRIOR TO ISSUANCE. 16. THE APPLICANT SHALL SUBMIT REVISED SITE PLANS FOR THE UNIT LOT TOWNHOMES WITH EACH ADMINISTRATIVE SITE PLAN REVIEW APPLICATION THAT ALIGNS PEDESTRIAN CONNECTIONS ACROSS VEHICLE ALLEYS AND PROVIDES DELINEATED PEDESTRIAN CROSSING TWTH PAVING THAT CONTRASTS WITH THE ASPHALT PAVING OF THE ALLEY. THE REVISED SITE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SITE PLAN ISSUANCE. 17. THE APPLICANT SHALL COORDINATE WITH KING COUNTY METRO TRANSIT FOR RAPIDRIDE IMPROVEMENTS AT BUS STOP #45145 ON NE SUNSET BLVD. THOSE IMPROVEMENTS INCLUDE, BUT ARE NOT LIMITED TO, SHELTER FOOTINGS AT THE BUS STOP AND CONDUIT TO SUPPORT RAPIDRIDE SIGNAGE AND LIGHTING. COORDINATION OF THOSE IMPROVEMENTS WITH KING COUNTY METRO TRANSIT SHALL BE SHOWN ON THE CIVIL CONSTRUCTION PERMIT APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 18. THE APPEIISANT SHALL FOLLOW THE PHASING PLAN AS PROVIDED IN EXHIBIT 12 IN ORDER OF PHASING NUMBER. eaNSTRIJ15:1011 A13:11VITIES ON THE TOWNIII)ME eeMPONENTS OF THE MASI PISIIN :nIAT FOLLOW A MIXED USE BUILDING PHASE SHALL NOT BE PERMIfFEB JII :HIE MIXED USE BUILDING 5011 PODIUM IS 6911STRIJ15:111911 MAY FOLLOW A MIXED USE BUILDING PHASE WrIEN SHORING WALLS AND FOUNBABON EXISAYATION ARE eemPEETEB FOR THE MIXED USE BUILDING 19 WINE Call 811 • two business days before you dig N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION THE APPLICANT SHALL PROVIDE MODULATIONS (BOTH VERTICAL AND HORIZONTAL) ON MIXED USE BUILDINGS A AND B BEYOND WHAT IS REQUIRED BY DESIGN DISTRICT D REGULATIONS. THE EXTERIOR CLADDING AND ARTICULATION ON EACH BUILDING SHALL BE A DIVERSE MIX OF HIGH QUALITY MATERIALS THAT IS COMMENSURATE TO THE OVERALL SIZE AND SCALE OF THE BUILDING. THE BUILDINGS SHALL INCORPORATE UPPER STORY SETBACKS, ROOF EXTENSION FEATURES, EXTENDED FEATURE ELEMENTS ON THE BUILDINGS' CORNERS ABUTTING NE 11TH ST AND NE SUNSET BLVD, OR OTHER ARTICULATION BEYOND WHAT IS ALREADY REQUIRED IN THE URBAN DESIGN DISTRICT 'D' REGULATONS. THESE MODULATION AND ARTICULATION FEATURES SHALL BE SHOWN ON COLORED ELEVATION SHEETS AND REPRESENTED ON THREE-DIMENSIONAL RENDERINGS TO BE SUBMITTED WITH THEIR RESPECTIVE ADMINISTRATIVE SITE PLAN REVIEW APPLICATIONS TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SITE PLAN ISSUANCE. THE APPLICANT SHALL PROVIDE ONE (1) OF THE FOLLOWING GROUND LEVEL TREATMENTS TO MIXED USE BUILDINGS A AND B ALONG NE SUNSET BLVD: (1) THE FLOOR TO FINISHED CEILING HEIGHT SHALL BE A MINIMUM OF 18-FEET: OR 92) THE FLOOR TO FINISHED CEILING HEIGHT SHALL BE A MINIMUM OF THE 15-FEET AND THE RESIDENTIAL PORTION OF THE BUILDINGS (WOOD CONSTRUCTION) ON TOP OF THE CONCRETE PODIUM BE SETBACK A MINIMUM OF 15-FEET. THE GROUND LEVEL DETAILS SHALL BE SHOWN ON THE ADMINISTRATIVE SITE PLAN REVIEW APPLICATION TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO SITE PLAN ISSUANCE. 26. THE APPLICANT SHALL SUBMIT REVISED UTILITY PLANS WITH THE CIVIL CONSTRUCTION PERMIT THAT PROVIDES A CONCRETE TABLED INTERSECTION AT JEFFERSON AVE NE AND NE 11TH ST. THE REVISED UTILITY PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO CIVIL CONSTRUCTION PERMIT ISSUANCE. 27. ALL ROAD NAMES SHALL BE APPROVED BY THE CITY 28. SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED IN ACCORDANCE WITH CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (81) INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDE WITH THE SUBDIVISION DEVELOPMENT. 29. CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND EVERY CONTROLLING CORNER OF THE SUBDIVISION. INTERIOR MONUMENTS SHALL BE LOCATED AS DETERMINED BY THE DEPARTMENT. ALL SURVEYS SHALL BE PR THE CITY OF RENTON SURVEYING STANDARDS. ALL OTHER LOT CORNERS SHALL BE MARKED PER THE CITY SURVEYING STANDARDS. THE SUBDIVIDER SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION. 30. ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED, INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE PUBLIC WORKS DEPARTMENT. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION OF ANY SURFACE MATERIAL EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT. BY I DATE I APPR AS NOTED RIZON'�" HAD I'CLI OKIDATUMAT NO EZEE 31. ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LAND OWNER. THE SUBDIVIDER SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 32. ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHTS -OF -WAYS, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). NOTE CONDITIONS OF APPROVAL IDENTIFIED NTH A STRIKETHROUGH HAVE BEEN REMOVED OR MODIFIED PER THE CONDITIONS OF APPROVAL DATED FEBRUARY 2, 2021 ON SHEET CO.13. lq3ff 16015th Avenue, Suite 1600 Seattle, WA 98101 2N.622.5822 w .kpff.cam V CITY OF ' FENTON Planning/Building/Public Works Dept. R-417805 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msiDDO 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 CONDITIONS OF APPROVAL FROM HEARING EXAMINER COMING NO CO.12 sa., 1 5 4 Z O M O O O O N Q J CM M M 0 O O , _W a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 v CONDITIONS OF APPROVAL: O FEBRUARY 2, 2021 V p 1. THE APPLICANT SHALL COMPLY WITH ALL CONDITIONS OF APPROVAL FROM THE W LUA18-000490 SOLERA MASTER PLAN DECISION ISSUED DECEMBER 11, 2018 AND H RECONSIDERATION ISSUED JANUARY 30, 2019 WITH THE EXCEPTION OF THE FOLLOWING CONDITIONS THAT ARE EITHER REMOVED DUE TO THEIR INAPPLICABILITY BASED ON THE MODIFIED MASTER SITE PLAN OR AS MODIFIED: A.) THE FOLLOWING CONDITIONS ARE NO LONGER APPLICABLE AND REMOVED FROM THE MASTER PLAN DECISION: CONDITIONS 3, 4, 7, 20, 21, AND 25. B.) THE APPLICANT SHALL RAISE THE GROUND FLOOR OF THE UNITS IN THE LL THREE (3) FEET ABOVE THE GRADE OF THE NE 11TH ST AND HARRINGTON PL NE J SIDEWALK AND PROVIDE AN ELEVATED STOOP ENTRANCE FOR EACH UNIT. 0 ADDITIONALLY, THE APPUCANT SHALL PROVIDE ARTICULATION, MATERIALS, AND (n GLAZING, BEYOND WHAT IS REQUIRED BY THE R-10 AND R-14 RESIDENTIAL DESIGN AND OPEN SPACE STANDARDS, ALONG THE SIDE ELEVATIONS OF THE TOWNHOMES FACING THE STREET THAT IS SIMILAR TO A FRONT ELEVATION. THESE GROUND LEVEL FEATURES AND ADDITIONAL EXTERIOR SIDE WALL ARTICULATION SHALL BE SHOWN ON THE ELEVATION PLANS SUBMITTED NTH THE ADMINISTRATIVE SITE PLAN REVIEW APPLICATION FOR BLOCK D TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER (MODIFIED CONDITIONS #5). C.) THE APPLICANT SHALL SUBMIT OPEN SPACE PLANS FOR BLOCK C AND BLOCK D THAT CLEARLY INDICATES THE AMOUNT OF COMMON OPEN SPACE MEETING THE STANDARDS OF RMC 4-2-115E.2 OR WHERE APPLICABLE RMC 4-1-240B.3, IF APPROVED. ANY APPROVED FEE -IN -LIEU SHALL BE PAID PRIOR TO ISSUANCE OF THE FIRST BUILDING PERMIT ON THE RESPECTIVE BLOCK. THE OPEN SPACE PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO THE BLOCK C AND BLOCK D SITE PLAN ISSUANCE. (MODIFIED CONDITION #11). D.) THE APPLICANT SHALL COMPLETE THE PROJECT PHASES IN THE SEQUENCE OF THE UPDATED PHASING PLAN AS PROVIDED IN EXHIBIT 15. IF MARKET RATE AND AFFORDABLE UNITS ARE NOT DISTRIBUTED AS IDENTIFIED IN THE STANDSTILL AGREEMENT, BUT ARE INSTEAD ONE (1) STANDALONE MARKET RATE BLOCK AND ONE (1) STANDALONE AFFORDABLE BLOCK, THEN THE STANDALONE MARKET RATE BLOCK SHALL BE PHASE 1. PHASE 3 TOWNHOME CONSTRUCTION SHALL NOT BEGIN UNTIL THE BUILDING PERMITS FOR BLOCKS A AND B PHASE 1 HAVE BEEN PAID FOR BY THE APPLICANT AND ISSUED BY THE CITY. ONE BLOCK OF PHASE 3 TOWNHOME CONSTRUCTION SHALL NOT BEGIN UNTIL THE BUILDING PERMITS FOR BLOCKS A AND B PHASE 1 HAVE BEEN PAID FOR BY THE APPLICANT AND ISSUED BY THE CITY. ONE BLOCK OF PHASE 3 TOWNHOME CONSTRUCTION (NORTH OR SOUTH OF NE 11TH ST) MAY BEGIN FOLLOWING BUILDING PERMIT ISSUANCE OF PHASE 1. THE SECOND BLOCK OF PHASE 3 TOWNHOMES MAY BEGIN FOLLOWING BUILDING PERMIT ISSUANCES FOR THE SECOND MIXED USE BUILDING IN PHASE 2. CERTIFICATES OF OCCUPANCY FOR THE TOWNHOMES WILL NOT BE ISSUED UNTIL THE PODIUM AND FRAMING FOR BLOCKS A AND B PHASE 1 HAVE HAS PASSED INSPECTION. (MODIFIED CONDITIONS #18) E.) THE APPLICANT SHALL SUBMIT A STREET MODIFICATION REQUEST WITH THE SITE PLAN REVIEW APPLICATIONS FOR BLOCK C AND BLOCK D TO MODIFY THE UNIT LOT DRIVE STANDARDS AND PROVIDE THE PRIVATE ALLEY SECTIONS AS SHOWN ON THE TOWNHOME UNIT LOT SUBDIVISION. THE STREET MODIFICATION DECISION SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER WITH THE SITE PLAN DECISION(S). (MODIFIED CONDITION 119) 2. THE APPLICANT SHALL SUBMIT REVISED FLOOR PLANS TWTI THE BUILDING PERMIT APPLICATIONS FOR BLOCK A AND BLOCK B THAT PROVIDE AT LEAST ONE GROUND FLOOR COMMERCIAL SPACE IN EACH OF BLOCK A AND B WITH GREASE TRAPS AND VENTILATION SHAFTS FOR A COMMERCIAL KITCHEN HOODAXHAUST; CENTRAL 8 PLUMBING LINE; AND ADA COMPLIANT BATHROOMS SHALL BE PROVIDED FOR ALL COMMERCIAL GROUND FLOOR SPACE WHICH MAY BE PROVIDED THROUGH THE USE .g OF COMMON FACILITIES. THE REVISED FLOOR PLANS SHALL BE REVIEWED AND x APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 3. THE APPLICANT SHALL SUBMIT A DETAILED LANDSCAPING PLAN PER THE SUBMITTAL REQUIREMENTS SET FORTH IN RMC 4-8-120D.12 AND THAT MEETS THE APPLICABLE LANDSCAPING STANDARDS SET FORTH IN RMC 4-4-070 WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE DETAILED LANDSCAPING PLAN SHALL INCORPORATE STREET FRONTAGE LANDSCAPING 10-FEET IN WIDTH ALONG a JEFFERSON LANE NE ABUTTING THE TWO-STORY TOWNHOMES ON BLOCK B WHERE IT IS SHOWN DEFICIENT ON THE CONCEPTUAL LANDSCAPING PLAN (EXHIBIT 17). THE DETAILED LANDSCAPING PLAN SHALL PROVIDE A FULL AND CONTINUOUS PLANTER STRIP VOID OF THE PERPENDICULAR PAVED SECTIONS, EXCEPT WHERE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER, TO AID IN CONSISTENT STREET TREE SPACING AND TO ACHIEVE MAXIMUM PLANTING CAPACITY. STREET TREE SPACING AND PLANTING CAPACITY SHALL TAKE PREFERENCE OVER STORMWATER BIORETENTION FACILITIES. THE APPLICANT SHALL COORDINATE WITH THE CURRENT PLANNING PROJECT MANAGER WITH SELECTION OF STREET TREE SPECIES FROM THE CITY'S APPROVED STREET TREE LIST. THE DETAILED LANDSCAPING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 4. THE APPLICANT SHALL PROVIDE A TREE REPLACEMENT EXHIBIT AS A COMPONENT 12. OF THE DETAILED LANDSCAPE PLAN TO BE SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE EXHIBIT SHALL PROVIDE A TABLE THAT INCLUDES THE SPECIES, QUANTITY, CALIPER INCH OF EACH REPLACEMENT TREE AND CORRESPONDING PLAN OF WHERE THOSE TREES WILL BE PLANTED ON THE SITE. THE TREE REPLACEMENT EXHIBIT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 5. THE APPLICANT SHALL SUBMIT A TRANSPORTATION DEMAND MANAGEMENT PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE PLAN'S PRIMARY PURPOSE SHALL BE TO ENSURE RESIDENTS OF SOLERA ARE PROVIDED WITH OFF-STREET PARKING SPACES FOR THEIR REGISTERED VEHICLES WITH A SECONDARY PURPOSE OF PROVIDING INCENTIVES FOR NON -SINGLE OCCUPANCY VEHICLE TRIPS. THE PLAN SHALL GUARANTEE A MINIMUM OF ONE (1) PARKING SPACE FOR EACH UNIT IN BLOCKS A AND B VIA AN ASSIGNED AND NUMBERED SPACE. REMAINING SPACES MAY BE ALLOCATED TO RESIDENTS THAT HAVE AN ADDITIONAL VEHICLE AND FOR GUEST PARKING. THE APPLICANT SHALL ENSURE THAT RESIDENTS HAVE AN ASSIGNED PARKING SPACE FOR EVERY VEHICLE OWNED BY THE RESIDENT INTENDED TO BE KEPT ONSITE NA SPECIFIC LANGUAGE IN THE RESIDENT RENTAL AGREEMENT. THE MANAGEMENT OF EACH BUILDING SHALL ENSURE THAT RESIDENTS UTILIZE THE PARKING SPACES IN THE GARAGE INSTEAD OF PUBLIC ON -STREET PARKING. THE PLAN SHALL ENSURE -RENTAL AGREEMENT SHALL INCLUDE LANGUAGE THAT RESIDENTS DO NOT PARK ANY OF THEIR REGISTERED VEHICLES ON THE PUBLIC STREET WITHIN } MILE OF THE SITE AND THE RENTAL AGREEMENT SHALL INDICATE PENALTIES FOR NOT UTILIZING THE SOLERA PARKING GARAGE. THE PLAN SHALL PROVIDE TRIP REDUCING MEASURES SUCH AS SUBSIDIZED TRANSIT FARES, VANPOOL/CARPOOLING SERVICES, AND COMMUTER CENTER. THE PLAN SHALL ALSO INCLUDE A JOINT USE PARKING ARRANGEMENT THAT PROVIDES RESIDENT AND WEST PARKING IN ONSITE COMMERCIAL SPACES DURING THEIR RESPECTIVE BUSINESS OFF-PEAK HOURS. THE PLAN AND SPECIFIC LANGUAGE OF THE RENTAL AGREEMENT AS IT RELATES TO THE INTENT FOR ALL RESIDENT PARKING PROVIDED WITHIN THEIR RESPECTIVE ASSIGNED SPACES SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 6. THE APPLICANT SHALL SUBMIT BICYCLE PARKING PLANS FOR BLOCK A AND BLOCK B WITH THEIR RESPECTIVE BUILDING PERMIT APPLICATIONS. THE PLANS SHALL IDENTIFY THE CORRECT NUMBER OF REQUIRED BICYCLE PARKING SPACES AND PROVIDE GRAPHIC AND NARRATIVE DETAILS OF HOW THE PARKING MEET THE STORAGE, SECURITY, AND SPACE STANDARDS OF RMC 4-4-0801 AND B. THE BICYCLE PARKING PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 7. THE APPLICANT SHALL SUBMIT A REVISED FENCING PLAN WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES MATERIAL DETAILS, HEIGHT, AND LOCATION OF FENCING ON THE MASTER SITE PLAN. THE FENCING SHALL BE CONSISTENT, HIGH -QUALITY, AND COMMENSURATE TO THE MATERIALS THAT ARE USED THROUGHOUT THE DEVELOPMENT. THE FENCING MATERIAL SHALL BE WOOD, ORNAMENTAL, OR COMPARABLE MATERIAL AS APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. CHAIN LINK FENCING SHALL NOT BE ACCEPTED. THE REVISED FENCING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR PERMIT ISSUANCE. 8. THE APPLICANT SHALL SUBMIT MATERIAL AND EXTERIOR FINISH DETAIL FOR THE RETAINING WALL AND FOUR (4) FOOD GUARD RAILS WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. MATERIALS AND EXTERIOR FINISHES OF THE WALLS SHALL MEET THE RETAINING WALL SHALL PROVIDE AN ANTI -GRAFFITI COATING. GUARD RAILS ON THE TOP OF THE RETAINING WALL SHALL PROVIDE HIGH VISIBILITY TO AND FROM THE PUBLIC SIDEWALK WITH MATERIALS AND AESTHETIC TREATMENTS THAT ARE CONSISTENT WITH THE GATEWAY ENTRY TO THE DEVELOPMENT. THE RETAINING WALL AND GUARD RAIL DETAILS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 9. THE APPLICANT SHALL SUBMIT REVISED SOUTH ELEVATIONS FOR BLOCK B FOR THE FACADE NOT OBSCURED BY THE SHELL FUEL FACILITY WITH THE BUILDING PERMIT APPLICATION. THE ELEVATIONS SHALL PROVIDE ENTRY AND FACADE FEATURES FOR THE DAYCARE AND OFFICE ENTRY THAT ARE IDENTIFIABLE AND THAT ARE SIMILAR IN ARCHITECTURAL CHARACTER AS OTHER ENTRANCES AND GROUND LEVEL FACADES ON BLOCKS A AND B. THE REVISED ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. THE APPLICANT SHALL SUBMIT GRAPHIC VERIFICATION THAT WEATHER PROTECTION FOR BLOCKS A AND B EXTEND A AT LEAST 4.5 FEET FROM THE BUILDING ALONG 75-PERCENT OF THE FACADES FACING THE STREET AND/OR A NARRATIVE OF HOW THE PROPOSED WEATHER PROTECTION MEETS THE INTENT AND GUIDELINES OF THE PEDESTRIAN ENVIRONMENT SECTION OF THE URBAN DESIGN REGULATIONS WITH THE BUILDING PERMIT APPLICATION. THE VERIFICATION AND NARRATIVE SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 13. THE APPLICANT SHALL SUBMIT A PEDESTRIAN ORIENTED SPACE EXHIBIT AS A COMPONENT OF THE DETAILED LANDSCAPING PLAN SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT. THE EXHIBIT SHALL PROVIDE PAVING DETAILS FOR PLAZAS AND OTHER ONSITE PEDESTRIAN AREAS THAT ARE COMPOSED OF SCORED CONCRETE, PAVERS, STONE, OR COMPARABLE MATERIAL APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. THE EXHIBIT SHALL ALSO PROVIDE PHOTOMETRIC LIGHTING CALCULATION FOR PEDESTRIAN ORIENTED SPACES THAT PROVIDE AT LEAST FOUR (4) FOOT-CANDLES (AVERAGE) ON THE GROUND OR MEET THE INTENT AND GUIDEUNES OF THE RECREATION AND OPEN SPACE SECTION OF THE URBAN DESIGN REGULARONS. A WRITTEN NARRATIVE SHALL ACCOMPANY THE EXHIBIT IDENTIFYING HOW THE DELINEATED PEDESTRIAN -ORIENTED SPACES NOTED ON THE PLAN MEET THE MEET THE RMC DEFINED CRITERIA. THE EXHIBIT SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 14. THE APPUCANT SHALL SUBMIT REVISED ELEVATION PLANS WITH THE BUILDING PERMIT APPLICATIONS THAT REPLACES THE BLANK WALLS LOCATED ON THE NE 11TH ST AND KIRKLAND AVE NE FRONTAGE ALONG BLOCK A AND THE NE 11TH ST FRONTAGE FOR BLOCK B WITH GLAZING OR OTHER ARCHITECTURAL DETAIUNG OR PROVIDE JUSTIFICATION OF A REQUIRED OR UNAVOIDABLE BLANK WALL WITH TREATMENT AS APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. THE REVISED ELEVATIONS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 15. THE APPUCANT SHALL SUBMIT A REVISED LIGHTING PLAN WITH THE BUILDING PERMIT APPLICATION FOR BLOCK A AND BLOCK B THAT INCLUDES DETAIL SHEETS OF ALL LIGHT FIXTURES AND THEIR SUPPORTS. FIXTURES AND SUPPORTS SHALL BE PEDESTRIAN SCALED AND CONSISTENT W1TH THE DESIGN OF THE SITE AND PROVIDE ADEQUATE FOOT-CANDLE ILLUMINATION IN PEDESTRIAN AREAS AS SHOWN ON A REVISED PHOTOMETRIC CALCULATION. THE LIGHTING PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE 16. THE APPUCANT SHALL SUBMIT A ROOFTOP EQUIPMENT EXHIBIT WITH THE ELEVATION PLANS ASSOCIATED WITH BLOCK A AND BLOCK B BUILDING PERMIT APPLICATIONS. THE EXHIBIT SHALL PROVIDE CROSS SECTION DETAILS AND IDENTIFY PROPOSED ROOFTOP SCREENING THAT IS INTEGRAL AND COMPLEMENTARY TO ARCHITECTURE OF THE BUILDINGS. THE EXHIBIT SHALL BE RENEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. 17. THE APPUCANT SHALL SUBMIT A SURFACE MOUNTED UTILITY PLAN THAT INCLUDES CROSS-SECTION DETAILS WITH THE CIVIL CONSTRUCTION PERMIT APPUCATION ASSOCIATED WITH BLOCKS A AND B. THE APPLICANT SHALL WORK WITH FRANCHISE UTILITIES TO ENSURE, AS PRACTICAL, UTILITY BOXES ARE LOCATED OUT OF PUBLIC ROW VIEW, ACTIVE COMMON OPEN SPACES, AND THEY SHALL NOT DISPLACE REQUIRED LANDSCAPING AREAS. THE PLAN SHALL PROVIDE AND IDENTIFY SCREENING MEASURES CONSISTENT WITH THE OVERALL DESIGN OF THE DEVELOPMENT. THE SURFACE MOUNTED UTILITY PLAN SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 18. THE APPUCANT SHALL SUBMIT REVISED SITE AND FLOOR PLANS WITH THE BUILDING PERMIT APPLICATIONS FOR BLOCK A AND BLOCK B THAT DETAIL MARKED LOADING AND DELIVERY AREAS THAT DO NOT CONFLICT WITH PARKING AND PEDESTRIAN AREAS FOR EACH BLOCK. THE REVISED PLANS SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 19. THE APPLICANT SHALL SUBMIT A REVISED TRAFFIC IMPACT ANALYSIS (TIA) WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION THAT PROVIDES ANALYSIS OF THE NORTHBOUND AND SOUTHBOUND 1-405/SUNSET BLVD RAMP TERMINAL INTERSECTIONS. THE REVISED TIA SHALL ALSO PROVIDE A CORRECTION TO THE TOTAL NUMBER OF UNITS IN BLOCKS A AND B AND CORRECTION TO THE TOTAL SQUARE FOOTAGE OF RETAIL SPACE. THE REVISED TIA SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 21. ANY CHANGES TO THE APPROVED PROJECT REQUIRE A MAJOR MODIFICATION OR A MINOR MODIFICATION. THE FOLLOWING DETERMINES WHETHER A PROPOSED CHANGE WILL BE REVIEWED AS A MAJOR MODIFICATION OR A MINOR MODIFICATION: O N A.) PROPOSED PROJECT CHANGES WILL BE REVIEWED AS A MAJOR MODIFICATION O (IN OTHER WORDS, AS A NEW APPLICATION) UNLESS THEY MEET THE SCOPE FOR Tp A MINOR MODIFICATION, BELOW. O , N B.) PROPOSED PROJECT CHANGES WILL BE REVIEWED AS MINOR MODIFICATION BY U ADMINISTRATIVE DETERMINATION, IF THE PROPOSED CHANGES DO NOP 1.) INVOLVE MORE THAN A TEN PERCENT (10%) INCREASE OR DECREASE IN ANY MEASURABLE ASPECT OF THE APPROVED PLAN SUCH AS, BUT NOT LIMITED TO, AREA, SCALE, BUILDING HEIGHT, DENSITY, COMMERCIAL AREA, AMENITIES, PUBLIC OR PRIVATE OPEN SPACE, LANDSCAPING, PARKING SPACES, BUILDING MATERIALS (E.G., GLAZING, ETC.); II.) HAVE A SUBSTANTIALLY GREATER IMPACT ON THE ENVIRONMENT AND./OR PUBLIC FACILITIES THAN THE APPROVED PLAN; t17 O co III.) CHANGE THE BOUNDARIES OF THE ORIGINALLY APPROVED PLAN; AND 00 OO IV.) SUBSTANTIALLY ALTER A KEY FEATURE OF THE APPROVED PLAN. 22.) THE APPLICANT SHALL RECEIVE PRELIMINARY APPROVAL OF ANY NECESSARY STREET Q VACATION(S) FROM CITY COUNCIL PRIOR TO ISSUANCE OF THE CIVIL CONSTRUCTION J PERMIT. FINAL APPROVAL OF THE STREET VACATION(S) SHALL BE COMPLETED PRIOR TO PLAT RECORDING. 23.) ALL ROAD NAMES SHALL BE APPROVED BY THE CITY. 24.) SANITARY SEWERS SHALL BE PROVIDED BY THE DEVELOPER AT NO COST TO THE CITY AND DESIGNED IN ACCORDANCE WITH CITY STANDARDS. SIDE SEWER LINES SHALL BE INSTALLED EIGHT FEET (8') INTO EACH LOT IF SANITARY SEWER MAINS ARE AVAILABLE, OR PROVIDED WITH THE SUBDIVISION DEVELOPMENT. CM 25.) CONCRETE PERMANENT CONTROL MONUMENTS SHALL BE ESTABLISHED AT EACH AND C) EVERY CONTROLLING CORNER OF THE SUBDIVISION. INTERIOR MONUMENTS SHALL BE 9 LOCATED AS DETERMINED BY THE DEPARTMENT. ALL SURVEYS SHALL BE PER THE CITY OF RENTON SURVEYING STANDARDS. ALL OTHER LOT CORNERS SHALL BE 00 MARKED PER THE CITY SURVEYING STANDARDS. THE SUBDIVIDER SHALL INSTALL ALL STREET NAME SIGNS NECESSARY IN THE SUBDIVISION. d 26.) ALL UTILITIES DESIGNED TO SERVE THE SUBDIVISION SHALL BE PLACED UNDERGROUND. ANY UTILITIES INSTALLED IN THE PARKING STRIP SHALL BE PLACED IN SUCH A MANNER AND DEPTH TO PERMIT THE PLANTING OF TREES. THOSE UTILITIES TO BE LOCATED BENEATH PAVED SURFACES SHALL BE INSTALLED INCLUDING ALL SERVICE CONNECTIONS, AS APPROVED BY THE PUBLIC WORKS DEPARTMENT. SUCH INSTALLATION SHALL BE COMPLETED AND APPROVED PRIOR TO THE APPLICATION 0 ANY SURFACE MATERIAL. EASEMENTS MAY BE REQUIRED FOR THE MAINTENANCE AND OPERATION OF UTILITIES AS SPECIFIED BY THE PUBLIC WORKS DEPARTMENT. 27.) ANY CABLE TV CONDUITS SHALL BE UNDERGROUNDED AT THE SAME TIME AS OTHER BASIC UTILITIES ARE INSTALLED TO SERVE EACH LOT. CONDUIT FOR SERVICE CONNECTIONS SHALL BE LAID TO EACH LOT LINE BY SUBDIVIDER AS TO OBVIATE THE NECESSITY FOR DISTURBING THE STREET AREA, INCLUDING SIDEWALKS, OR ALLEY IMPROVEMENTS WHEN SUCH SERVICE CONNECTIONS ARE EXTENDED TO SERVE ANY BUILDING. THE COST OF TRENCHING, CONDUIT, PEDESTALS AND/OR VAULTS AND LATERALS AS WELL AS EASEMENTS THEREFORE REQUIRED TO BRING SERVICE TO THE DEVELOPMENT SHALL BE BORNE BY THE DEVELOPER AND/OR LANDOWNER. THE SUBDIVIDER SHALL BE RESPONSIBLE ONLY FOR CONDUIT TO SERVE HIS DEVELOPMENT. CONDUIT ENDS SHALL BE ELBOWED TO FINAL GROUND ELEVATION AND CAPPED. THE CABLE TV COMPANY SHALL PROVIDE MAPS AND SPECIFICATIONS TO THE SUBDIVIDER AND SHALL INSPECT THE CONDUIT AND CERTIFY TO THE CITY THAT IT IS PROPERLY INSTALLED. 28.) ALL LOT CORNERS AT INTERSECTIONS OF DEDICATED PUBLIC RIGHT-OF-WAY, EXCEPT ALLEYS, SHALL HAVE MINIMUM RADIUS OF FIFTEEN FEET (15'). R-417806 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING lcpff I msi o 04/07/2022 PP O 36015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 w .kpff.cam 1 CIVIL CONSTRUCTION PERMIT JON 03/12/21 JET - rk wem V' 'I 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 09/03/21 JET ZLN M,. AS NOTED eixamw "�O 1B8i21B°� CITY OF 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL TJP 01/12/22 JSF owu MDR/TJP ; RENTON �' CCall 811 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF ��' KSA/JEP 1 • two business days crc@MNF .T rv�zu� DATUM planning/Building/Public Works Dept. before you dig ,� ,«�.«.. N0. REVISION BY DATE APPR w^n+m�F 10. THE APPLICANT SHALL WIDEN THE PEDESTRIAN PATHWAY FROM THE NE 10TH SIDEWALK TO THE DAYCARE ENTRANCE TO A MINIMUM OF FIVE (5) FEET IN WIDTH ON PLANS SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT APPLICATION. THE REVISED WIDTH SHALL BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER PRIOR TO PERMIT ISSUANCE. 11. THE APPLICANT SHALL SUBMIT DETAIL SHEETS AND QUANTITIES OF ALL STREET AND OPEN SPACE FURNITURE INCLUDING BUT NOT LIMITED TO PLANTERS, BENCHES, GROUP SEATING, REFUSE AND RECYCLE, BIKE RACKS, PERGOLAS, AND OUTDOOR RECREATION EQUIPMENT. THE DETAIL SHEETS AND QUANTITIES SHALL BE INTEGRATED IN THE DETAILED LANDSCAPE PLAN SUBMITTED WITH THE CIVIL CONSTRUCTION PERMIT TO BE REVIEWED AND APPROVED BY THE CURRENT PLANNING PROJECT MANAGER. 20. THE APPLICANT SHALL COORDINATE WITH CITY STAFF REGARDING THE CIRCULATION PATTERN OF THE NE SUNSET BLVD FRONTArF ROAD ABUTTING THE ANGLED PARKING DURING REVIEW OF THE CIVIL CONSTRUCTION PERMIT. THE FINAL CIRCULATION PLAN SHALL BE APPROVED BY THE CURRENT PLANNING PROJECT MANAGER AND DEVELOPMENT REVIEW ENGINEER PRIOR TO PERMIT ISSUANCE. SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 CONDITIONS OF APPROVAL FROM HEARING EXAMINER OWNING NO C0.13 a: 6 14z 00 Hit v W H Q W J O v! g 8 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. CONSTRUCTION NOTES: C`q r. n m as ON LIMITS OF DISTURBAN (TYP)v'ff&yo<V� o �.nP 'e `�- s r'sr y� EMOVE BLOW -OFF ASSEMBLY, CAP EXIST°.°!AT �,_/ CAP EXIST G / °y, 12"'UP 120 PIPE BACK TO �nPROPERTY U ® PROPERTY ma jMAIN IN�N�'9D1H STREET, AND, q f fig® /ems, "�,---12" GV AND VAAVE-BOX IN NE�� Da, `a2TH STREET. INSTALEBUND omen ; Ft NGE ON EXISTING TEE ' :G'I PcVKST SSMH PROTECT EXIST W REMOVE EXIST. SSMH PER 101 STANDARDS �t EXISTING DRIVEWAY " TO BE REMOVED, I� REPLACED WITH LOU VERTICAL CURB _�� AND GUTTER AND_ IN REPLANTED LOU is'q'�i y I Ofl�� � 9L9 / 9y4F 0 p / OIL , OVE EXIST 3D'PIPE �� °`=o� s -c�LEXIST UGHh" `-- `—_—VY PROTECT EXIST. AVdUP F9-AN6G INCLUDING VALE -CLUSTER AT-HYDI 9 -$ L- \ ` REMOVE EXIST. 8" SS x REMOVE HYDRANT PIPE TO MAIN. REMOVE 6° FLXMJi ; s' GATE VALVE AND VALE roOy� \— INSTALL 6" BLIND FLANGE ON " s9 TEE REMOVE YARD DRAIN AND SD LINE -SERVICE CUT AND CAPPED UNDER SEPARATE PERMIT AS APPR VED WITH THE EARLY-, R AND GRAPE PE 38- ---- I PROTECT EXIST CONTRACT CB TII� REMA----- �- wTM en lA 6 PROPOSED SUNSET SHELL C-STORE REDEVELOPMENT SHOWN FOR REFERENCE ONLY �P °off � 4 < °oy s^re o REMOVE EXIST. SSMH PER CDR STANDARDS °Zs, sy9P°s° CUT SD SS r IONA a �° �mq ° • smss �s pia,®� s� I' y yr, 9 k 9 39 �9qF� ° ��". �g®�^ell N`=Q CUT AND CAP EXISTING '� omve 8" WM BY CITY CREWS AFTER CITY CREWS y9c Ps'LnOo .�Ag. CLOSE EXIST.8" GV 4, REMOVE EXIST, 8" SS T IREMOVE EXIST SSMH _ AND SIDE SEWER PER &COR STANDARRDS. c RAN ALL EXISTING SURFACE AND BELOW GRADE DIG I t G IMPROVEMENTS WITHIN THE PROJECT LIMITS SHALL REMOVE EXIST. 8" �S BE DEMOLISHED UNLESS OTHERWISE NOTED —� — - i I a �' ° °4 y 8 5° s° v BP3 ® • m 3 o e. q r v.� ! ew q D r.! a� o 0's v�o yss REMOVLE EXIST°. w o �o P°P yctio`Ps SSMH PER CORc�' STANDARDS 9 p < tyZo y° r J MIXED USE BUILDING B OWNER AND MAINTENANCE ACCESS DURING CONSTRUCTION) o. O _ -REMOVE EXISTING BLOWOFF ---- ," ASSEMBLY, 12" PIPE BAG -- MAIN IN SUNSET BLVD NE, A D PROPOSED PROPERTY/ y UNE (TYP) , sus o 12" GV AND VALVE BOX. INS ALL , BOUND FLANGE ON EXISTING TEE_ 77 11 3 a ; Js REMOVE � SS��'� SS T"EMAIR�_CUT� I AND CAP EXIST SS TO THE EAST. I Call 811 • two business days before you dig I) N0. 10 � an 1_% 0 z ^y o c z • U Ss„``�sGo ss m fn � N — p CONSTRUC° 7 A ® ® ��• / yew e�2PF�. FENCE (TYP) 9 F Qa REMOVE EXIST. HYDfF T. I / a REPLACE- Mi14 NEW EXISTING RETAINING® i� i9 HYDRANT IN NEW LOCATION, / ' SEE PLAN SHEET C60. WAIF ysW l (�/ i 1 T' NE SUNSET BOULEVARD � PROTECT XIE ST '11"TO REMWf�ss ss - ss— T_�D--------- 7sD� sD- I I / CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CNIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR PROTEC I� SIJMffi1 —so- PROTECT L: w r a O1 CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON WATER OPERATIONS AND MAINTENANCE TO CLOSE VALVE AT HARRINGTON PLACE NE, AND CUT AND CAP WATER SEE SHEET C1.01 MAIN WITHIN LIMITS OF DEMOLITION. MAIN AT HARRINGTON WAS CAPPED UNDER THE EARLY CLEAR AND GRADE PERMIT C21-003938. SEE WATER PLANS FOR NEW CONNECTION AND EXTENSION. O2 CONTRACTOR SHALL COORDINATE WITH COMMUNICATION UTILITY PURVEYOR FOR DEMOUTION OF EXISTING COMMUNICATION SERVICE, UNDER SEPARATE PERMIT. - PROTECT EXIST. 8° WM IN HARRINGTON PLACE O CONTRACTOR SHALL COORDINATE WITH PSE FOR DEMOLITION OF EXISTING ELECTRICAL NE. WM TO REMAIN IN SERVICE PRIOR TO CONSTRUCTION, UNDER SEPARATE PERMIT. SERVICE. ® CONTRACTOR SHALL COORDINATE WITH PSE FOR DEMOLITION EXISTING GAS SERVICE PRIOR TO CONSTRUCTION, UNDER SEPARATE PERMIT. O UNUSED. © ALL EXISTING SURFACE STRUCTURES, UNDERGROUND UTIUTIES AND ASSOCIATED STRUCTURES ON BLOCK C AND BLOCK D WILL BE REMOVED WHEN IMPROVEMENTS WITHIN THE ROW, MIXED USE BUILDING A, AND MIXED USE BUILDING B ARE SUBSTANTIALLY COMPLETE. CONTRACTOR SHALL PROVIDE TESC MEASURES AS REQUIRED. O7 PROVIDE AND FIELD LOCATE CONSTRUCTION FENCING, SIGNAGE, AND BARRIERS AS REQUIRED BY THE CITY OF RENTON AND AS NECESSARY TO PREVENT UNAUTHORIZED ACCESS INTO DEMOLITION AREA. ® EXISTING RETAINING WALL IN PARKING LOT ALONG NEW SUNSET BLVD TO REMAIN UNTIL FINAL PHASE OF CONSTRUCTION. DEMOLITION NOTES: 1. ALL EXISTING SURFACE STRUCTURES, UNDERGROUND UTILITIES AND ASSOCIATED STRUCTURES WITHIN THE UMITS OF WORK SHALL BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED. CUT AND CAP ALL EXISTING UTILITIES AT THE PROPERTY UNE UNLESS OTHERWISE NOTED. 2. FIELD VERIFY THE LOCATION OF ALL UTIUTIES IN CLOSE PROXIMITY TO DEMOLITION ACTIMTIES PRIOR TO START OF DEMOUTION. 3. COORDINATE DEMOLITION ACTIVTIES WITH AFFECTED UTIUTY OWNERS. ADJUST DEPTH OF EXISTING UTILITIES TO REMAIN PER UTIUTY OWNER REQUIREMENTS. 4. ALL EXISTING UTILITIES AND IMPROVEMENTS ON ADJACENT PROPERTIES AND WITHIN THE PUBLIC RIGHT-OF-WAY, ABOVE OR BELOW GRADE, SHALL BE PROTECTED UNLESS OTHERWISE NOTED. ANY IMPROVEMENTS INTENDED TO REMAIN SHALL BE REPLACED AT CONTRACTOR'S EXPENSE PER CITY OF RENTON STANDARD PLANS IF DAMAGED DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. 5. PRIOR TO DEMOUTION, COORDINATE WITH LANDSCAPE ARCHITECT AND ARBORIST FOR ALL TREE PROTECTION AND REMOVAL, INFORMATION ON THIS PLAN IS FOR REFERENCE ONLY. REFER TO LANDSCAPE AND TREE RETENTION PLAN. PROTECT ALL TREES NOT MARKED TO BE REMOVED. 6. BUILDING DEMOLITION AND ABATEMENT UNDER SEPARATE PERMIT. LEGEND: - - PROPERTY UNE/ROW LINE - - - PROPOSED PROPERTY UNE ROW CENTERUNE - LIMITS OF DISTURBANCE �--�— TREE PROTECTION TEMPORARY CONSTRUCTION FENCE SAWCUT Y 3 lq3ff �QR�eT gay 16015th Avenue, Suite 1600 6mmI0 20 40 aD o�RACISTee�`{4� Seattle, WA 98101 1 inch = /0 feel 93(ONAL W6t' 206.622.5811 www.kpTf.c•m 3/11/2022 M,. FIND 1960 AS NOTED "4`"°",'�'L. HAD '°"n°°' FI CITY OF ' RENTON IF NOT OCNE INCH A� DATUM � caw,w Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msi000 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 DEMOLITION PLAN CHARING NO C .00 sa' Owl 7 14 O N O O O N Z t10 O M O O O O N Q J LM M M O O O 00 a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 NET O V W F- LU J O C7 0 a - z a F = U 0 Co o U w 01 w tH antrnr Call 811 • business days before you dig CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION BY I DATE I APPR 0 20 40 1 80 1 inch = 40 feet AS NOTED RIZCN""�L. HAD I'°°n°°, OKI DATUM IF NOT ONE INCH CONSTRUCTION NOTES: 1O CONTRACTOR SHALL COORDINATE WITH CITY OF RENTON WATER OPERATIONS AND MAINTENANCE TO CLOSE VALVE AT HARRINGTON PLACE NE, AND CUT AND CAP WATER MAIN WITHIN LIMITS OF DEMOLITION. MAIN AT HARRINGTON WAS CAPPED UNDER THE EARLY CLEAR AND GRADE PERMIT C21-003938. SEE WATER PLANS FOR NEW CONNECTION AND EXTENSION. O2 CONTRACTOR SHALL COORDINATE WITH COMMUNICATION UTILITY PURVEYOR FOR DEMOLITION OF EXISTING COMMUNICATION SERVICE, UNDER SEPARATE PERMIT. O3 CONTRACTOR SHALL COORDINATE WITH PSE FOR DEMOLITION OF EXISTING ELECTRICAL SERVICE PRIOR TO CONSTRUCTION, UNDER SEPARATE PERMIT. ® CONTRACTOR SHALL COORDINATE WITH PSE FOR DEMOLITION EXISTING GAS SERVICE PRIOR TO CONSTRUCTION, UNDER SEPARATE PERMIT. OS UNUSED. © ALL EXISTING SURFACE STRUCTURES, UNDERGROUND UTILITIES AND ASSOCIATED STRUCTURES ON BLOCK C AND BLOCK D WILL BE REMOVED WHEN IMPROVEMENTS WITHIN THE ROW, MIXED USE BUILDING A, AND MIXED USE BUILIDING B ARE SUBSTANTIALLY COMPLETE. CONTRACTOR SHALL PROVIDE TESC MEASURES AS REQUIRED. O7 PROVIDE AND FIELD LOCATE CONSTRUCTION FENCING, SIGNAGE, AND BARRIERS AS REQUIRED BY THE CITY OF RENTON AND AS NECESSARY TO PREVENT UNAUTHORIZED ACCESS INTO DEMOLITION AREA. ® EXISTING RETAINING WALL IN PARKING LOT ALONG NEW SUNSET BLVD TO REMAIN UNTIL FINAL PHASE OF CONSTRUCTION. DEMOLITION NOTES: 1. ALL EXISTING SURFACE STRUCTURES, UNDERGROUND UTILITIES AND ASSOCIATED STRUCTURES WITHIN THE LIMITS OF WORK SHALL BE REMOVED COMPLETELY UNLESS OTHERWISE NOTED. CUT AND CAP ALL EXISTING UIIUTIES AT THE PROPERTY LINE UNLESS OTHERWISE NOTED. 2. FIELD VERIFY THE LOCATION OF ALL UTILITIES IN CLOSE PROXIMITY TO DEMOLITION ACTIVITIES PRIOR TO START OF DEMOLITION. 3. COORDINATE DEMOLITION ACTIVITIES WITH AFFECTED UTILITY OWNERS. ADJUST DEPTH OF EXISTING UTILITIES TO REMAIN PER UTILITY OWNER REQUIREMENTS. 4. ALL EXISTING UTILITIES AND IMPROVEMENTS ON ADJACENT PROPERTIES AND WITHIN THE PUBLIC RIGHT—OF—WAY, ABOVE OR BELOW GRADE, SHALL BE PROTECTED UNLESS OTHERWISE NOTED. ANY IMPROVEMENTS INTENDED TO REMAIN SHALL BE REPLACED AT CONTRACTOR'S EXPENSE PER CITY OF RENTON STANDARD PLANS IF DAMAGED DURING CONSTRUCTION AND DEMOLITION ACTIVITIES. 5. PRIOR TO DEMOLITION, COORDINATE WITH LANDSCAPE ARCHITECT AND ARBORIST FOR ALL TREE PROTECTION AND REMOVAL, INFORMATION ON THIS PLAN IS FOR REFERENCE ONLY. REFER TO LANDSCAPE AND TREE RETENTION PLAN. PROTECT ALL TREES NOT MARKED TO BE REMOVED. 6. BUILDING DEMOLITION AND ABATEMENT UNDER SEPARATE PERMIT. lq3ff 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 www.kpff.com V CITY OF ' FENTON Planning/Building/Public Works Dept. LEGEND: — — PROPERTY LINE/ROW LINE — — — PROPOSED PROPERTY LINE ROW CENTERLINE m m LIMITS OF DISTURBANCE • • 1: ':f I IfL TEMPORARY CONSTRUCTION FENCE SAWCUT IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 DEMOLITION PLAN C1.01 8 14 O N O O O , N A O M O O O O N Q J LM M M 0 O O 00 T NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 v C) Q W F— LU J O C7 VIR=245.44' L=146.35' �vao Call 811 • two business days before you dig I) N0. ---------- - CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION i - -- ----------------- 1 CENTERLINE INTERSECTION STA, 20+00.00, NE 11TH STREET = STA. 30+00.00, HARRINGTON PL NE BY I DATE I APPR NOTES: o N O 1. THE PROPERTY BOUNDARY BEARINGS AND DISTANCES ARE SHOWN FOR T REFERENCE ONLY. O IRIa:1100lif,:a7U;:7III IIIK*l111:i1;n6'119a1"UIYQII➢U V MONUMENTS IN NE 10TH STREET IDENTIFIED ON THE SURVEY BY AXIS, I () DATED 12/30/20. BUILDING GRIDS SHOWN FOR REFERENCE ONLY. 3. SEE GRADING PLANS FOR CURB RETURN, CURB RAMP, AND DRIVEWAY TABLES. 4. SEE ROAD AND STORM DRAINAGE PLANS FOR CENTERLINE PROFILES. LO O M O LEGEND: o 0 N - - PROPERTY UNE/ROW LINE ROW CENTERLINE J ASPHALT CONCRETE CURB Ch M M O _ BUILDING GRID O (SHOWN FOR REFERENCE ONLY) D'I q 5. �soANlcpff gay 36015th Avenue, Suite 1600 0 25 50 100 o�RACI3TeR�`{4� Seattle, WA 98101 93(ONAL W6c, 2N.622.5822 1 inch = 50 feet 3/11/2022 w .Icpff.cam HAND III M,. AS NOTED a4`°"'� HAD III CITY OF ' RENTON AT INJ SZ11 DATUM � caw,w Planning/Building/Public Works Dept. IF NOT ONE INCH R-417809 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 HORIZONTAL CONTROL PLAN ROAD CENTERLINES & BUILDING B OWNING NO C2.00 141 1 9 4 M :1 00 v O V W F- LU J O C7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. CENTERLINE INTERSECTION cOmoo `I \ ENTERLINE INTERSECbTION J STA. 30+00.00, HARRINGTON PL NE _ °,, \ STA. 33+73.47, HARRINGTON PL NE _ III STA. 20+00.00, NE 11TH S STA. 40+00.001 NE 12TH ST — 33+00 -_------- 32+00 N3273'36� -i-- 0_ a NOTES: 31+0 25.01 20+00 - - - ----- - -- _ --- _ - -- �, 1. THE PROPERTY BOUNDARY BEARINGS AND DISTANCES ARE SHOWN FOR tSf3213 22398'REFERENCE ONLY. R=120.00' 2. THE BASIS FOR HORIZONTAL CONTROL IS THE TWO FOUND DEDICATION L=12316' MONUMENTS IN NE 10TH STREET IDENTIFIED ON THE SURVEY BY AXIS, . R=31.50' N88'58'03°W DATED 12/30/20. BUILDING GRIDS SHOWN FOR REFERENCE ONLY. L=47.57' 7.19' ENTERLINE INTERSECTION ST i" 21+87.59, NE JEFFERSON AVENUE = 3. SEE GRADING PLANS FOR CURB RETURN, CURB RAMP, AND DRIVEWAY R_ \ '. 41+29.41, NE 12TH ST TABLES. ROW =23.56' CD w' 4. SEE ROAD AND STORM DRAINAGE PLANS FOR CENTERUNE PROFILES. + w R=15.D0' L=23.56' 18+00 FUTURE BLOCK D FICI 0' L=39.63' R=15.00 `-D!P34'40'01' L=23.560 L-jR=95.00' MIXED USE BUILDING A R=15.00' L=23.54' INTERSECTION OF GRID LINE J AND GRID LINE 1 STA. 24+69.69, 45.68' LT T+00+00 00 N35'46'47°E 8+00 I EXISTING SEE SHEET C2.00 FOR RIGHT-OF-WAY INTERSECTION STATIONING (TYP) L=23.56' INTERSECTION OF GRID LINE K AND GRID LINE 22 STA. 21+27.57, 48.34' RT STA. y STA.' 8 k00 s „tl , 9 0o w�x IIICI R=331.64' =J J� R 22.0' ROW ;> DEDICATION` x •� F � Q b +00 �0+00 °" 4@+�3 ENTERLRJE INTERSEC710N STA. 10+83.01, NE SUNSET BOULEVARD = ALL SURFACE IMPROVEMENTS STA. 80+00.00, KIRKLAND AVE NE BEYOND EXISTING CURB TO BE � SFOR=-kEFE E CE'13NL`F. A Call 811 • two business days before you dig I) N0. R=124.50' R=15.00' - L=75.33' L=22.99' R=361.64 . L=204.52 PROPERTY LINE NO R (1 00' L=18.15' , CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CNIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR RSECTION NE 12TH ST = KIRKLAND AVE NE s LEGEND: - - PROPERTY LINE/ROW LINE ROW CENTERLINE ASPHALT CONCRETE CURB BUILDING GRID (SHOWN FOR REFERENCE ONLY) fF' Ac"ACI lq3ff '4oM1w -a$ N "riii gay 36015th Avenue, Suite 1600 0 25 50 100 o�RACI3TeR�`{4� Seattle, WA 98101 93(ONAL Who 2N.622.5822 1 inch = 50 feet 3/11/2022 www.kpffI HAND III M,. AS NOTED a4`°"'� HAD III CITY OF ' RENTON AT FOP SZ11 DATUM � caw,w Planning/Building/Public Works Dept. IF NOT ONE INCH R-417810 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING mO si�oo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 HORIZONTAL CONTROL PLAN ROADWAY CENTERLINES & BUILDING A mNG NO C2.01 10 14 O N O O O N Z LM M M 0 O O , 00 .1 00 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW - 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, -W.M ---------------------------- - ------------ Hit it _ T .� O `O.yB Cqm y° OpZP f°m F 02- os�2��y,0�- 2909 v. W � °2oP _ - 686.07* — — O N • LLI O F s �m Pm FCC i� P TY LIN oNOC ho �tiPo Fc,'sJ7� ° `g ��A4°� z °to v \ (TYPI \ o 2 9 d. 2LO s m° ss �� y° P� �� O F o o a S. wmfif fly FUTURE BLOC%�°C s ■ ®fie �cZOq s �`� Q 's• z ;1 A $° �g 2 m n. 0 PP � C° ° 1 J OCP�JP°qq O mP P° p 1 JO�Omv. 2 CI s, ICE) CURB D GUEWA I � UTILITY EASEMENT °° ter° O s. me-s. 9 1 O ----� - 2.ms, o 1, �� 00 sty �qPj W ��ss d 32.0' b 6° VERTICAL CURB ) EXISTING RIGHT-OF-WAY (TYP) fly�l ci / a o i C`'09 C c OOc O O W U] . vS _ ° Z 0600 o 6.0 12+00 13+00 5+�6 10 00 + — — — — — — — — I — — — — — — CL STA. 11+35.69 20.0' o cz� or-�^ �� JEFFERSO N AVENUE NE mom�Cri 1�-�� ]1]� MATCH SIDEWALK CURB ANDl�UTTER" ;, — —v LEI ----, o ..----- - - --- -- --- - - — — _ — 17 30' STA 52+75. g 6" OERTIC L B PARALLEL PARKING V V STALLS (TYP) V S MIXED USE BUILDING B LEGEND: SEE SHEET C2.12 FOR CONTINUATION g — — PROPERTY UNE/ROW LINE NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED 4. SEE GRADING PLANS FOR CURB RETURN, CURB RAMP AND ROW CENTERLINE DRIVEWAY TABLES. R'417H 1 1 OTHERWISE. 2. ALL STATIONS AND OFFSETS ARE TO FACE OF CURB, 5. SEE ROAD AND STORM DRAINAGE PLANS FOR CENTERLINE ASPHALT CENTER OF DRIVEWAY, OR CENTER OF CURB RAMPS, PROFILES. IN COMPLIANCE WITH CITY OF RENTON STANDARDS aY 5. F N UNLESS NOTED OTHERWISE. 4ia oe ""�/iaG�d CONCRETE —� "o N DEVELOPMENT ENGINEERING O 3. SEE LANDSCAPE PLANS FOR PLANTINGS, FURNISHINGS, r1'1SIpp0 04/07/2022 JOINTING, AND SCORING. o may I6015th Avenue, Suite 1600 EASEMENT o to 20 4o R�RCclsrexBo`�y6' Seattle, WA 98101 6mmI3y 1 inch— 20 feet IONIC �' 2115.633.5822 CURB 3/11/2022 www'kpff.cam OyEr 1 CIVIL CONSTRUCTION PERMIT JON 03/12/21 JSF - r�k ADI 'I 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 09/03/21 JSF ZLN M,. AS NOTED eixamw "'O 1B8i21B°�A046 CITY OF T SOLERA �" 3 CNIL CONSTRUCTION PERMIT RMUBMITTAL TJP 01/12/22 JSF owu MOR/TJP OWNING Hur ",%"� n 1''1V rrO1V 2842 NE SUNSET BLVD _ Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF oxNrn, KSA/JEP K r", 11 1`I RENTON, WA 98056 i• two business days @MNF .T n:L DATUM planning/Building/Public Works Dept. C2,10 before you dig B NO. REVISION BY DATE APPR USE ONELE .. HORIZONTAL CONTROL PLAN "T 11 iaa 00 ___ T n A O o V o J' p - `P�°STA, 20+03.08 w ------ 29+50 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. CL STA. 33+26.74 'bx 33+00 r HARRINGTON „PLACE NE 32+00 - R1Do.o N3- -� CL 31+00 STA. 30+27.21 -� w 25.0' a. > 'aO '�ery8zr 'Oo• O N ------- ___= N 133fi-227.58 '. 8' • r c Rzp0 „,44 _ EROW _-- - rI Sall O 2� N d�SB'48 LU - 27., / O W ♦ ♦ g \ \ Yp0 soil y w R �I -VAC ON � V'1 16.0A _ (TYP) (VA S)10 F 8.0' � CL STA. 41+04.10 LO w O l 8.0' p � 7TYP z 5.0' 0 (5.0 Pti0 ( ) EXISTING CL STA. 21+49.03 - �P_ R�� O RIGHT-OF-WAY ESVS .0 O 0 CL STA. 21+31.18 * z (TYP) N LSTA. 21+33.18 J�J / \ CL STA. 21i51.11 STA. 41+ .56/ J o 29.5' 29.5' ! ry�5 / w - - _ d0 i� 0 W M so CHI v V __ v iy X 0 __ 00 so C�'ry STA. 21+39.5 0 M 5.0' 14.0' 10.0' 1 10.0' 14.0' ~ I n O.O D Go a' M (TYP) (TYP) (TYP) (TYP) (TYP) ( ) 2 ICE)_-�T-_-------- J s6 pO 20.0' 2 FUTURE BLOCK D L STA. 21+65.3 ao i r I I PT STA. 19+59.90. A o ------------------------_J 16.00' LT - 'A2 �' CL STA. 22+05.45 i L A. + 61� - -' 0 6" VERTICAL PC STA. 1 o. vi CURB (TYP) 16.00' LT CC STA: T5+72.9 II, L TA.17+22.08 e, Tti oe i ' . G >. Pam• _. oi PT STA. 1 .94 c? 16+00 CL STA. 16+70 - 1?#00 .INVo f `" 18+00 19+00 _ v PC STA. 19+02.42, JEFFERSON AVENUE NE o - 0 200' ryh• z - -- 1 16.00' RT P O �: fie. N (TYP) L_67 i6 / g_111.00 .Y 0 0 �0, .F Et IN I a �" co MIXED USE BUILDING A o co PARALLEL PARKING ao >a e o "' STALLS (TYP) - s L) L) ILI V CL STA. 17+21.77 CL STA. 22+52.6LO CL STA. 22+54.92 V -+ LEGEND: NOTES SEE SHEET C2.13 FOR CONTINUATION R-417812 1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED OTHERWISE. 4. SEE GRADING PLANS FOR CURB RETURN, CURB RAMP AND DRIVEWAY TABLES. IN COMPLIANCE WITH CITY OF RENTON STANDARDS - - PROPERTY LINE/ROW LINE 4�a p4 NA,4y �4CA N -- ROW CENTERLINE 2• ALL STATIONS AND OFFSETS ARE TO FACE OF CURB, CENTER OF DRIVEWAY, OR 5. SEE ROAD AND STORM DRAINAGE PLANS FOR CENTERLINE PROFILES. RmM1"o N DEVELOPMENT ENGINEERING O CENTER OF CURB RAMPS, UNLESS NOTED OTHERWISE. - kPff msippo 04/07/2022 3. SEE LANDSCAPE PLANS FOR PLANTINGS. FURNISHINGS, JOINTING, AND SCORING. <, 1601 Seaftl fh Avenue, Suite 1600 ASPHALT D 10f oA�gA'ONAL S015.62.5822 1 1 Inch = 20 feet oxAt iOG.exx.ea22 as 3/11/2022 www.kPfr.cam CONCRETE 1 CNIL CONSTRUCTION PERMIT JON 03/12/21 JSF r�k wemNOTE 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 09/03/21 JSF ZLN AS NOTED amw "'O 1B8i21B°' CITY OF SOLERA 3 CNIL CONSTRUCTION PERMIT RMUBMITTAL NO TJP 01/12/22 JSF uwm MOR/TJP , DCT.TrT'OI�T 2842 NE SUNSET BLVD °°a°°" ----- EASEMENT , FINGE Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF ��' KSA/JEP n��,',.11`V111 11``1I RENTON, WA98056 • two business days crcm'MNF AT FOP DATUM planning/Building/Public Works Dept. CRAmC2.11 CURB vv before you dig NO. REVISION BY DATE APPR F �ACCC�«.. HORIZONTAL CONTROL PLAN 12 14 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Do Hit I O W F- LU J O Cn F g s SEE SHEET C210 FOR CONTINUATION i/1 wSTA. 52+42.3 MATCH EXIST SIDEWALK, CURB AND GUTTER \ � � I w _ s rn �- c+ PROPERTY LINE (TYP) 6" VERTICAL w + Z o CURB (TYP) H o E CURB 1. r , 2' 155 o n' or 9.5' • LEGEND: - - PROPERTY UNE/ROW LINE ROW CENTERLINE ASPHALT CONCRETE EASEMENT CURB PROPOSED SUNSET SHELL C-STORE REDEVELOPMENT SHOWN FOR REFERENCE ONLY PERPENDICULAR PARKING STALL (TYP) 15 f a.o' T 11 EXIST. 20.0' ACCESS EASEMENT o M I PARALLEL PARKING C6 STALL (TYP) LU oN n - 'ra 21:a°o- L STA. 1+82 7. - s L STA. 1+8 Q 22.8' 20.0( 20.5' o C`� f' L STA. 1+75.4 f po a a a 1+00 0 d N y + J L 4 NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED OTHERWISE. 2. ALL STATIONS AND OFFSETS ARE TO FACE OF CURB, CENTER OF DRIVEWAY, OR CENTER OF CURB RAMPS, UNLESS NOTED OTHERWISE. 3. SEE LANDSCAPE PLANS FOR PLANTINGS, FURNISHINGS, JOINTING, AND SCORING. Call 811 • tw0 business days before you dig N0. R- 0. °..60'y7'0 1 i'�f 10 41 - =3.14' . R=2.M' CL. STA. 2+9273� F o I` GL STA. MIXED USE BUILDING B Z y EXISTING PROPERTY LO j DEDICATION _,-,�e-. LINE(TYP) O O O W o T a as < F O sy O <Ni C%ij L. J 4E 4+00 NE SUNSET BOULEVARD (SR 900) ALL SURFACE IMPROVEMENTS BEYOND EXISTING CURB TO BE CONSTRUCTED BY THE QTY, SHOWN FOR REFERENCE ONLY. 4. SEE GRADING PLANS FOR CURB RETURN, CURB RAMP AND DRIVEWAY TABLES. 5. SEE ROAD AND STORM DRAINAGE PLANS FOR CENTERLINE PROFILES. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR gay 36015th Avenue, Suite 1600 0 10 20 40 o�RACI3TeR�`{4� Seattle, WA 98101 93(ONAL ' 206.61 1 inch - 20 feet 3/11/2022 www.lipff.com M".HAND III AS NOTED °" � "'°'°"n°°' CITY OF ' FENTON �� DATUM viav IF NOT ONE INCH � caw,w Planning/Building/Public Works Dept. 5+00 N35'66'4, (1063 F (108, , • R-417813 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING mO sippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 HORIZONTAL CONTROL PLAN OWNING NO C2.12 13 14z NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Go Hit I Q V 0 LU F— LU J O Cn SEE SHEET C2.10 FOR CONTINUATION 6' VERTICAL CURB (TYP) r I CL STA. 23+97.91 'L CL STA. 24+ 0 0 N m NI �T+ N LOU R2 .. — 29.5' I 29.5' IN Ll .6.3 CHI N35'46'44zF 9161P �. J 't 1 p�4.6I w o - x W N I - 6+00 — N35'46v 'E 1 83-01' (10 9 REF I) (10 5 REF.2) SEE SHEET C2.11 FOR CONTINUATION - I.. M9 CL STA. 22+54.92 PARALLEL PARKING STALLS (TYP) -CL STA. 23,E ° /—R=50.00' FR MIXED USE BUILDING A EXISTING PROPERTY LINE (TYP) PARALLEL PARKING STALL (TYP) NI r1 CL STA. 8+8!11 50.0' ui N 8+00 SEE SHEET C2.14 FOR CON 4.q STA. 10+24.83, 84.93' LT 0 STA. 10+37.01, 93.40' L $. IN ' o e 00 gip'-�, Ivy STA. 10+06.45 e / ,. TA 10+33.93e o 2. • .:� ° 4. : SiA.`10+V O7 R20.p ' I FEN F 4.5' 1 R=35.00' STA. 8+89.92 mj 10+00 STA. N NI • NI = � a • � so • RI NE SUNSET BOULEVARD (SR 900) N N N ALL RFACE IMPROVEMENTS -B ND_ _ ♦ 9 • 9 � iE CON ° •7/ TH CITY, SHOWN FOR REFER ONLY. d LEGEND: NOTES: —CI Nf — — PROPERTY UNE/ROW LINE 1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED OTHERWISE. ROW CENTERLINE 2• ALL STATIONS AND OFFSETS ARE TO FACE OF CURB, CENTER OF DRIVEWAY, OR CENTER OF CURB RAMPS, UNLESS NOTED OTHERWISE. ASPHALT 3. SEE LANDSCAPE PLANS FOR PLANTINGS, FURNISHINGS, JOINTING, AND SCORING. 4. SEE GRADING PLANS FOR CURB RETURN, CURB RAMP, AND DRIVEWAY TABLES. CONCRETE 5. SEE ROAD AND STORM DRAINAGE PLANS FOR NE SUNSET BLVD CENTERLINE PROFILE. EASEMENT I CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL CURB 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Call 811 CIVIL CONSTRUCTION PERMIT RESUBMI TAL Fa two business days before you dig N0. REVISION N35'46'4Y'E 1083.OY (108339 REF 1) (1083,45 RER2) • BY I DATE I APPR Y 3 l tA � T4R� p4 WA 9�49 36015th Avenue, Suite 1600 0 10 20 40 o�9ACI3T8e�`{Q� Seattle, WA 98101 3tONAL W6t' 306.632.5811 1 inch = 20 feel 3/11/2022 vtww.kpff.com M..,HAND III AS NOTED a4`°"'� HAD III CITY OF ' RENTON AT INJ SZ11 DATUM IF NOT caw,w Planning/Building/Public Works Dept. ONE INCH SINUE R-417814 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 HORIZONTAL CONTROL PLAN smnu OWNING NO C2.13 14 14z O N O 0 0 N A LM M M O O 0 I 00 a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Go Hit I O W F— LU J O F g s 0 10 20 /0 1 Inch = 20 feet 1 CIVIL CONSTRUCTION PERMIT JON 103/12/211 JSF HAND III 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JSF owu ZLN AS NOTED RIZNamw HAD 1B8i21B°� 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL Tip 01/12/22 JSF MDR/TJP Call 81 4 CIVIL CONSTRUI PERMIT RESUBMI AL P 03/11/22 JSF DECK gSq/JEp SCALE carom. AT • two business days DnruM before you dig DECKER IF NOT ONE INCH NO. REVISION BY DATE APPR w^n+ Mr O N O O O N Aw LEGEND: — — PROPERTY LINE/ROW LINE CM ROW CENTERLINE M M O O ASPHALT 01 00 T CONCRETE d EASEMENT CURB NOTES: 1. ALL DIMENSIONS ARE TO FACE OF CURB, UNLESS NOTED OTHERIMSE. 2. ALL STATIONS AND OFFSETS ARE TO FACE OF CURB, CENTER OF DRIVEWAY, OR CENTER OF CURB RAMPS, UNLESS NOTED OTHERIMSE. 3. SEE LANDSCAPE PLANS FOR PLANTINGS, FURNISHINGS, JOINTING, AND SCORING. 4. SEE GRADING PLANS FOR CURB RETURN, CURB RAMP, AND DRIVEWAY TABLES. 5. SEE ROAD AND STORM DRAINAGE PLANS FOR NE SUNSET BLVD CENTERLINE PROFILE. q 5. lcpff I'p4 A4"PG o CAL gay 36015th Avenue, Suite 1600 Rd'OISTBR�`{Q� Seattle, WA 98101 99(ONAL 306.632.5811 3/11/2022 w Jcpff.cam AVIIIIIIIIL "� CITY OF ' FENTON viav Planning/Building/Public Works Dept. R-417815 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 HORIZONTAL CONTROL PLAN SMEEMOWNING NO C2.14 OF 15 144 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit °moo s� �s ° 'a �s_,� �v"coo, y viFsv�`fa ��°� o���� FIRE HYDRANT R O V 0 2BILIZED CONSTRUCTION �. � _ / s n CONSTRUCTION W R SUPPLY. i o "c a� C3.10 ENTRANCE (TYP.I "' IS \ b+y e r NO ' REQUIRED TFORFUSE TY �\ �s LIMITGa .o —Cs r-- IgI �-�� REQ R W I Q�' CONSTRUCTION DISTU '�o oti�' o s -- -- -- 1 _ _ P H� m ° Tm t (1_ FENCE (TYP.) (?a -Tara wog_— - _ _ - >c— �/ fia.RRT� - 9 '� a�'y� N O sy6 s L _ _ l 0 t Ps —i � � \4t\ 1 NOTE: WATER VALVES_ omq WoB.,� y�oF� 9� s� svyvq SHALL BE CLEARLYv- -' LL S e o i y� q'a - °mq'",n " I ,�VfSIBLE AND OPERABLE -+-', POND DIVIDEM r9y% I Fof I I _ .� �T-ALL TIMES DURING a��' Otis 4 ■ P,� °yOy TEMPORARY SEDIMENT POND. �" I F LOC�- C °yo I r �„i -E0� DTUR� K D� C3.11 MINIMUM POND SURFACE AREA I A�e� , �` 4 56'1 AT EL = 341.5 V� FIREiiI@RANT FOR. POND BTM EL 3�b---_a� S �/ 1�= - CONSTRUCTION WATER ^ � _ i � �iy oss• A a INTERCEPTOR@ PERIMETER CH - ° o 35'x147' AT BTM °o `? I '' ,�. >�M t' t SUPPLY. NOTE. MET[ Q 000cmo 0 ( ) d m° P. 1 SWALE (TYP) C3.11 SNOW FENCE ( ,q C3.1 9 s - J� LO „� � � � � FROM CITY IS � � /� � t � F (TYP) ��� °� 9 °``� REQUIRED FOR USE. \ _ 60 O e co RISER PIPE AND eo 't, _ �-� i �'%^ r_ o:._ .. _� - i �\ \ �� \' O C3.12 DEWATERING DEVICE �o� 12° DUCTILE �� �� �� �I O icy e k I� O POND DISCHARGE AND TESC G f 1' s o �/ F�� o MONITORING POINT TYPE 1 UNTIL o ,1 2" UC JEFFERS � E'�� _ FUTURE BUILDING A y N IM - 39.99�o° IRON Cl)LVER�� ..� ...� A w I� '�.� .-.< 1 I1 LEVEL 1. SHOWN FOR Fl PHASE OF CONSTRUCTION p I� ... _ - REFERENCE -r� J � RE CE ONLY. . i 12 IE IN 336.76 (SE) ��9r�o \. ' �� / ;. LIN— ` 12" IE IN = 336,76 (NE) 12° IE OUT = 336.25 (SW);;�P9 "° 1,n P < ,;,� aLw "3, �QE31.75 40 SUMP AND PUMP. PUMP SYSTEM SHOWN FOR REFERENCE ONLY. _ • - F FUTURE BUILDING A PUMP SHALL BE DESIGNED BY CONTRACTOR AND FIELD LOCATED AS i LEVEL P1. SHOWN FOR S '' `� + -m �%�� •"� - NEEDED TO ACCOMMODATE CONSTRUCTION ACTIVITIES. ADDITIONAL REFERENCE ONLY. 9 yea- , . . Ch - SUMPS AND PUMPS MAY BE REQUIRED FOR TEMPORARY DEWATERIN , Q�L,1 ^ M C3.10 SILT FENCE (TYP, - q{o o , OF GROUNDWATER FU R U4AINCr @" — A `. I —3 '�T "�Q r '� O T n ■ " INT�RCEP OR SWALE BOTTOM �' �� _ P SFiOWN...F B o� • 46 cos O EXCAVATION. DIR T TO b tr_ ,, [NCE ONLY. - ��9.m r _ } .- PROTECT REMAIING F� h GO �o s d0 s n r i TREE T REMAINS, r Ao ors six 'J N PROPOSED SUNSET SHELL { �- BOE 336.00\ • ��• y I s "'� sPF ,�� sm F m SEDIMENTPOND. TY�. _ -P x \ - ° _1• s �=� 14 Q� + 2 'I - - 1 ... ,yam, / �G C-STORE REDEVELOPMENT ,, o „ I.� P ss�o� o a SHOWN FOR REFERENCE ONLY<---.��..< �...<.. ��—...<— <_ .-<— 3 �...< < <—...<- ��� � °9O /I O as as r3sa— rq os� I 1 NE SUNSET BOULEVARD' (SR 900 ;a%9 31 CATCH BASIN INLET ) y C3. 0 PROTECTION (TYP.) "' ti A P 'd �. 04 V�°• 'co" omF>'o v'' sB I s6 SD4- sB Y , L so I sB so .. ` iP'v .3 S6 a dos so�i�aa e� 000A ' l so I sa _ I I I / / C. s2�NI r/ � V ITAI— i / i .. lei _P.°9 / CD NOTES: CONSTRUCTION NOTES: F 1 REFER TO CO 11 AND DETAIL 8 ON C312 FOR COR EROSION AND SEDIMENT CONTROL 1 INSTALL CATCH BASIN INSERTS IN STABILIZED AREAS g NOTES AND CONSTRUCTION SEQUENCE. 10. STABILIZED CONSTRUCTION ENTRANCE SHALL BE INSTALLED OFF 2. ADJUST AND MAINTAIN EXISTING CONSTRUCTION FENCING AS EITHER HARRINGTON PLACE NE OR NE 12TH STREET DEPENDING ON 2. TESC MEASURES SHOWN ARE THE MINIMUM NECESSARY. CONTRACTOR SHALL IMPLEMENT NEEDED TO PROTECT THE SITE AND ACCOMMODATE THE WORK. CITY RENEW OF SUNSET LANE CLOSURE. ADDITIONAL MEASURES AS NECESSARY TO COMPLY WITH ALL WA DOE AND CITY OF RENTON REQUIREMENTS. 3. 12" TEMPORARY DUCTILE IRON CULVERTS SHALL BE FIELD FIT TO 11. WHEEL WASH SHALL BE USED AND MAINTAINED DURING EARTHWORK DIRECT CONSTRUCTION STORMWATER AS INDICATED. PHASE AT CITY APPROVED ENTRANCE PENDING CITY APPROVAL OF SEDIMENT POND FACILITY TABLE TRIBUTARY 10—YEAR MIN. SURFACE DIMENSION FACILITY AREA (AC) FLOW (CFS) AREA (SF) SHOWN (FT) SEDIMENT POND 1 8.20 4.51 9,382 56'x168I 3. BOTTOM OF EXCAVATION IS SHOWN FOR REFERENCE ONLY. REFER TO STRUCTURAL PLANS. SUNSET LANE CLOSURE. 4. APPLY HYDROSEED WITH TACKIFIER TO EXPOSED SOILS IN LEGEND s DISTURBED AREAS AND SLOPES TO STABILIZE SOILS AND PREVENT 12. INSTALL OUTLET PROTECTION AT THE OUTLETS OF ALL PIPES, 0 zs So 100 % — — — — PROPERTY LINE/ ROW LINE ROCK ARMORING EROSION. DITCHES, CULVERTS, OR OTHER APPROVED CONVEYANCES, AND WHERE RUNOFF IS CONVEYED TO NATURAL OR MANMADE DRAINAGE 1 inch = 50 feet TEMPORARY CONSTRUCTION ® SUMP AND PUMP 8. INSTALL INTERCEPTOR SWALES WITH CHECK DAMS TO DIRECT FEATURES. R-417H 16 FENCE RUNOFF FROM DRAINAGE AREAS AND CONVEY THE RUNOFF TO THE — INTERCEPTOR SWALE SUMP AND PUMP. 13. CONTRACTOR SHALL MONITOR DISCHARGE FLOW AND WATER aY 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N CIF SILT FENCE QUALITY OF DISCHARGE INTO THE GTYS STORM SYSTEM TO MEET S, p4 xAsy� CHECK DAM 9. INSTALL STABILIZED CONSTRUCTION ENTRANCE. IF CONSTRUCTION ECOLOGYS AND CITY OF RENTON'S TURBIDITY DISCHARGE AND PH p0 N kpff DEVELOPMENT ENGINEERING O —FM— FORCE MAIN ENTRANCES ARE NOT PREVENTING SEDIMENT FROM BEING TRACKED REQUIREMENTS PER THE SWPPP. _ ® CATCH BASIN INSERT ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE - msippo 04/07/2022 O STABILIZED CONSTRUCTION STREETS FREE OF SEDIMENT SHALL BE IMPLEMENTED SUCH AS M47 36015th Avenue, Suite 1600 O ENTRANCE FLOW DIRECTION INCREASING THE DIMENSIONS OF THE ENTRANCE AND/OR THE oA2, gAt'ISTBR�`{4� Seattle, WA98301 LIMITS OF DISTURBANCE �� TEMPORARY CULVERT INSTALLATION OF A WHEEL WASH OR WASH PAD. +oxAL �"' 2N.622.54322 3/11/2022 w Jtpffxonn DATE 1 CIVIL CONSTRUCTION PERMIT JON 03/12/21 JSFHANDIII SOLERA �o- EXISTING TREE TO BE 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JSF NONZLN M,. AS NOTED P1E�•'LL HAD ,1B8i21B°� CITY OF PROTECTED 3 CNIL CONSTRUCTION PERMIT RESUBMITTAL TJP 01/12/22 JSF' MDR/TJP 2842 NE SUNSET BLVD oomoe. r FOR REFERENCE ONLY Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF °"""' KSA/JEP RE1`TTON RENTON, WA 98056 OWNING NO REFER TO EARLY CLEAR AND GRADE PERMIT • DnruM two business days crc@MINE ~� Planning/Building/Public Works Dept. C3,QQ C21-003938 before you digIF NOT ONE INCH NO. REVISION BY DATE APPR JSP s''LE'LLOAC"`LY TESC PLAN s"T' 16 Fqq NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 T O W 1— EQ LL LU J 0 U) M Consign Envelope ID. 6EECF5B6602A-0E4A-B436 A317AA638878 1. CONDPOSERSOFUSE 1 1 SILT FENCE MAY BE USED DAVANSLOPE OF ALL DISTURBED AREAS 12 SILT FENCE I S NOT INTENDED TO TREAT CONCENTRATED FLOWS NOR IS IT INTENDED TO TREAT SUBSTANTIAL AMOUNTS OF OVERIAND PLADY ANY CCANCENTIN P LOW MUST BE CONVEYED THROUGH THE DRAINAGE SYSTEM TO A SEDIMENT CHAD OR POND :z OESTH AND IRnwAnED MUSTMEET THE SPECIFICATIONS FABRIC SANCT cnnpxG MUST eF AVAILABLE ON SUN A 100 SIEVE SIZE (0 GO, 15111 FOR SILT FILM ESEC AAT=11V'1TY NATO PACT MINIMUM GRAIN TENSILE STRENGTH EASTM DOME) MOSS MIN FOREOPHASTRENGTHEABRIC IN LEA MIN FOR STANDARD STRENGTH FABRIC ISLAND TENSILE ELONGATION LACTIA REI INC SAW PROVEN) 22 STANDARD STRENGTH FABRIC REQUIRES WINE BACK NO TO INCREASE THE STRENGTH OF THE FENCE WI RE BASS NO OR CLOSE R POST SPACING MAY BE REQUI RED FOR EXTRA STRENGTH FABRIC I C IT DO PERFORMANCE WARRANTS A STRONGER FENCE 2 S WHERE THE C FEAR IS I HI THE SLOPE SHALL CRT BE STEEPER THEN OR IV 24 IF A TYPICAL SILT F ENCE IS USED THE STANDARD 4CX4' TRANCH MAY BE REDUCED AS LONG AS THE BOTTOM 8 DOES OF Th A SI IT FENCE CAERE IS WELL BURIED AND SECURE I N A TFUNCH THAT STABILIZED THE FENCE AND DOES NOT ALLOW WATER TO BYPASS OR UNDERMINE THE SILT FENCE 25 FILTER FABRIC FENCES SHALL BE INSTALLED ALONG CONTINUES WHENEVER POSSIBLE 31 ANY DAMAGE SHALL BE REPAIRED IMMEDIATELY S2 IF CONCENTRATED FLOWS ME EVIDENT UPHILL OF THE FENCE THEY MUST BE INTERCEPTED AND CONVEYED TO A SEDIMENT FIVE OR POND a3 IT IS IMPORTANT TO CHECK THE CANNOT SIDE OF THE FINAL FOR SIGNS Of THE FENCE REASONS AND ACTING As A MARTIN To ROW AND THEN CAUSING CHANNEULZATION OF 11 EREPLACE TlrtREMOVE THE TRAFFIC sEDlmErvr DIMEWMU7DnEM���EMSEDMETIGONuIGII SsFFABRIC Noo[eAvceFBeFwKoowisAueEPucEo . STD. PUIN-214A0 TRIPUBLIC WORKS SILT FENCE e a 9/28/20188 1 :45 An DEPARTMENT PGAZ FOR REFERENCE ONLY REFER TO EARLY CLEAR AND GRADE PERMIT C21-003938 NTS Call 811 • business days before you dig DocuSign Envelope ID: 6EECIES6602A-0E4A-8436 A317AA638878 : CONSTRUCTION ENTRANCE NOTES . I ORNEWAYS SHALL BE PAVED TO E*SS xOBOPo AY PRIOR TO INSTALLATION OF TH F CONSTRUCTION ENTRANCE TO WAVWWAVHYR=zs unu AVOID MANAGING OF THE MADOWAY 2 IT IS RECOMMENDED THAT THE RUNOFF DROPS OFF THE PAID .l :nn Mw NOTES: 1 1 CONSTRUCTION ENTRANCE GRELLSE STABLIZEDACHEREVER HANUFFIDWILL SO LEAVINGA CONSTRUCTION SPEANDTICIVELING On PAVED ROVENOR OTHER PAVED AREAS WITHIN I ON FEET OF RE SITE 12 FDIC RESIDENT AL CRY STAGED ION PROVI Do STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADD TON TO THE MIN ARABIC SION ENTRANCE STABI LIZED SURFACES SHALL BE OF SUFFICIENT LENGTH WIDTH TO PROVIDE GET SHE ACCESSRARKING, BASE A ON LOT SIDESHOW SURATION E DESIGN AND INSTALLATION SPECIFICATIONS 21 A SEPARATION VERDE XPLE SHALL BE PLACED UNDER TH E &FALLS T A DRIVE NT FINE BED SENT FROM PUMPI NO UP PLO THE ORK PAD THE VERDE FILE SHALL ME ET THE FORMED SO STANDARDS GLOB TENSILE STRENGTH (ASTIM LOCAL ON S MIN GAME TENSILE ELONGATION ASUM FORK) Do EN) AOSOCTI BOOST URHAEUCCONCREFF CEMENT. GARDUS CHLORIDE ENTRAINSIF ATON v.3 LEVELSILslBwm BASED MULCH) MCRETE AYBE SUBBSITUTED FOR ORCOMENDwrtH QUARSAUDI THE RY SPURTS INAREASrTHATMlu NOTES USED EFOR PERmnrv[r ROADSal OJANY SEATS SHALL BE ACTED IF THE PAZ IS NO LONATER IN ACCORDANUFFE WITH THE SPECIFICATIONS HELP FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN REFER BREAK THE INSPECTION MY AT ANY EME REQUIRE THE USE OF QUARRY SEATS IF Th I HBO FUEL IS MAY PREVENTING SEDIMENT FROM BLIND THAI ONTO PAVEMENT OR IF THE HOG FUEL 19 BEING GOLDBERG ONTO PAVEMENT ? 4 FENO NO SHALL BE INSTALLED AS NECLSSAFV TO RESTRICT TRAFFIC TO LEE CONSTRUIC TOM ENTRANCE 2 � WHENEVER POSSIBLE THE ENTRANCE ALI BE CONSTRUCTED ON A FIRM COMPACTED SURNAME THIS CAN SUBSTANTIALLY INCREASE LIFE EFFECTIVENESS OF THE PAID AND REDUCE THE ME ED FISH MANTESSALKLE 32 IF THE ENTRANCE 19 NOT PREVENTING SEDIMENT FROM BEING TWEAMED ONTO PAVEMENT THCN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED THIS MAY INCLUDE STREET SAVE PING AN INCREASE I N THE DI MENSVI OF THE ENTRANCE OR THE INSTALLATION OF A WHEEL WEST I F WASHING IS USED IT SHALL BE DON E ON AN AREA COVERED WITH OR USES BOOK AND WASH WATER SHALL BASIN To A SEDIMENT TRAS OR FORD ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING THE SEDIMENT CLAI BY SWEEPING SHALL BE REMI OR STABILIZED ON AIDE THE PAVEMENT SHALL NOT BE CLEANED By WASHING DOWN THE SPRINT VACANT WHEN 3WEEPI NO A RETREAD HE AND THERE IS A THREAT TO PUBLE SAFETY IF IT 19 NECESSARY TO CASH THE SIRI A SMALL SUMP MUST BE RACHEL INTO THE SUMP MERGE IT C AN BE CONTROLLED AND BO APPROPRIATELY. WASH WATER MCONSTRUCTED ST UP PU atD BASEDIMENT K ox o T t suiHE NDH Be 5. rtIN CANNOT VSCHARDE TO SYSTEM$ UPS BELOW TO SURFACE COLORS E ENTERING OR ENG THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCES) PENDING SH T 4 ANY QUARRY SPELLS THAT ME LOOSENED FROM TH E PAD AND EN D UP ON THE R�AY SHALL BE REMOVED I MMEDIATY, TALL BE INSTALLED TO CONTROL ....,.6AZ oP1ANx9/28/0 o8T<1 �j PU9UC WORKS STABILIZED CONSTRUCTION ENTRANCE �7RC DEPARTMENT GAZ 9/28/2018 I CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION NTS BY I DATE I APPR AP ND AS NOTED RIZONT'ALL RAN ISMI DATUM AT FeLL IF NOT ONE INCH SCALE ACONCAGUA DocuSign Envelope ID: 6EECIES6602AAFLI B436 A317AA638878 SECTION VIEW ISOMETMC VIEW NOTICE 1 PROTECTION FOR AD FERRY OLSON INLETS NOWNSLOPIANDWITHIN NO FEET OPADISTURgBDOR . CErPROTECnox SHALL USEDTOPROrECTTHE DRAIxAGESYSTEm BASIN WILL eFCONVEYED rOASEDIMENT PCxo perlwP 2. 1,, THECONTRIBUTING DRAINAGE AREAMUST NOT BE LARGERTRAN ORE MORE 4_ SEE THE BELOW INLET GRATE DEVICE)BIGD) FOR THE STCRMwATER STRUCTURE IT WILL SERVICE. _T THE eICO SHALL HAND A BUILT IN HmwFmw RELIEF SYSTEM(GERrmw BYPASS). SE THE GLUM EVAL SYSTEM MUST CLEAN REMANT OF UT DOWNS THE 3: PER FORM MAINTENANCE IN ACCORDANCE H STANDARD SPEC UIcnox NO D151 coOECTEOM.TEI bS MY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN TH A BE DI MEET HAS F PLED dRRNIN OF THE AVAI TABLE STORAGE THE FILTER MEDIA FOR THE INSERT SHALL BE CLUSTER OR ELEVATED AT HEART MONTHLY, STD. PLAN -216.30 DEPARTMENT GAZ PUBLIC WORKS CATCH BASIN INSERT D 9/28/2018 1 ^nT OUE lcpff 3601 SID Avenue, Suite 1600 Seattle, WA 98101 306.622.5811 WNIW.kpTf.cam CITY OF ' FENTON Planning/Building/Public Works Dept. NTS 45 AI R-417817 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msiDDO 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 TESC DETAILS SHEEPDRANING He C3.10 17 14A O N O T— O O N Z Lfi O M O O O O N Q J M M M O O O 00 E7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 T O FIT W I— MQ LL LU J 0 U) R HE DocuSign Envelopeff) 6EECF566-602AAE4A-B436 A317AA638878 2 HA x y LEVEL TT � S 1]-MIN' 7MIN. 1--.s9µe_W _s OPEGR LENT NOTES: DMONSOFUSEE RREOVIRED AT ill "z EXCESS OF BELOW VERECAL RELIEF AT INTERVALS ON MY SLOPES T EXCEEDS THE DIMENSIONS SPECIFIED AEOUNDE SLOPE SLOVE PERCENT W�L�� WE IV (OR LESS) TFIC 300FEET N TO TOM IV 7--25% IRS FEET IF TO SIR TV 25K0% 50 FEET xAxOw cFlwTwxs 21 UL E µ03 INTERCEPTOR SNALES MAYBE USED THE DESIRED MEASURE MUST BE DESIGNED SYm EFFECTI VmERr;zA � RUNOFF TOASEDMENN POND ORLEANS DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY 22 CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED Sz. IF THE PAULrtiEsDr) NOT REGULARLY RETAIN STatN RUNOFF THE CAPACITY ANCHOR FREDUENCY m THE 9wu[SSHARE BENCREn l PUBLIC WORKS R STD. PUN -217.10 DEPARTMENT INTERCEPTOR SWALE Mm^^ _ 9/28/2018 1 :45 AN FGAZ FOR REFERENCE ONLY REFER TO EARLY CLEAR AND GRADE PERMIT C21-003938 NTS Call 811 two business days Obefore you dig N0. DocuSign Envelope In 6EECF566-602AAE4A-B436 A317AA638878 SECTION A L THE DISTANCE SUCH THAT POINTS -A AND RARE OF EQUAL ELEVATION n I�a MIN SECTION S — BOTTOM OF DITCH NOTES: 1 CONDITIONS OF USE I t WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR DOLE IS TOCONVEY ESiurmF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NEW SHEAVE DISCHARGE POINT . . 2 1 ANY AFnIMPNINESI OF MORE THAN G"I NEI IRS DANCING ISO THAT THE CCHMI IS FMqTOMFIn TO ITS OPTIMISM TAIDGMTAPACITS 2 2 THE CHECK DAMS RURAL BE ERMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS IF CLOTHING AND EROSION NEW OCCURRED AFFECTED AREAS STALL BE PROTECTED BY FISHER OR AN ERSABON CONTROL SUNNI OR NET UNLESS 15 TL RMD'ESTD.oPON LEASING TpLs x FRIPUBLIC VENTORKS DITCH CHECK DAMS 9/28/2018 1 DEPARTMENT UVELGr TH I 11 CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION NITS BY I DATE I APPR 45 AN S NOTED R4`Dx'MLI ""o UNUSUAL UAL OKI DATUM IF No ONE INCH WALE �c�LY DocuSign EnvelwolD: 361B3403-7EOA476C-ADB34329FFEOC108 xAxOw cFlwTwxs 21 UL E µ03 INTERCEPTOR SNALES MAYBE USED THE DESIRED MEASURE MUST BE DESIGNED SYm EFFECTI VmERr;zA � RUNOFF TOASEDMENN POND ORLEANS DAMAGE RESULTING FROM RUNOFF OR CONSTRUCTION ACTIVITY SHALL BE REPAIRED IMMEDIATELY 22 CONSTRUCTION TRAFFIC OVER TEMPORARY SWALES SHALL BE MINIMIZED Sz. IF THE PAULrtiEsDr) NOT REGULARLY RETAIN STatN RUNOFF THE CAPACITY ANCHOR FREDUENCY m THE 9wu[SSHARE BENCREn l PUBLIC WORKS R STD. PUN -217.10 DEPARTMENT INTERCEPTOR SWALE Mm^^ _ 9/28/2018 1 :45 AN FGAZ FOR REFERENCE ONLY REFER TO EARLY CLEAR AND GRADE PERMIT C21-003938 NTS Call 811 two business days Obefore you dig N0. DocuSign Envelope In 6EECF566-602AAE4A-B436 A317AA638878 SECTION A L THE DISTANCE SUCH THAT POINTS -A AND RARE OF EQUAL ELEVATION n I�a MIN SECTION S — BOTTOM OF DITCH NOTES: 1 CONDITIONS OF USE I t WHERE THERE IS CONCENTRATED RUNOFF FROM DISTURBED AREAS TO AND FROM SEDIMENT PONDS OR DOLE IS TOCONVEY ESiurmF INTERCEPTED FROM UNDISTURBED AREAS AROUND THE SITE TO A NEW SHEAVE DISCHARGE POINT . . 2 1 ANY AFnIMPNINESI OF MORE THAN G"I NEI IRS DANCING ISO THAT THE CCHMI IS FMqTOMFIn TO ITS OPTIMISM TAIDGMTAPACITS 2 2 THE CHECK DAMS RURAL BE ERMINED FOR SIGNS OF SCOURING AND EROSION OF THE BED AND BANKS IF CLOTHING AND EROSION NEW OCCURRED AFFECTED AREAS STALL BE PROTECTED BY FISHER OR AN ERSABON CONTROL SUNNI OR NET UNLESS 15 TL RMD'ESTD.oPON LEASING TpLs x FRIPUBLIC VENTORKS DITCH CHECK DAMS 9/28/2018 1 DEPARTMENT UVELGr TH I 11 CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION NITS BY I DATE I APPR 45 AN S NOTED R4`Dx'MLI ""o UNUSUAL UAL OKI DATUM IF No ONE INCH WALE �c�LY DocuSign EnvelwolD: 361B3403-7EOA476C-ADB34329FFEOC108 KEY UNDER INTO SLOPE 10 PREVENT FLOW AROUND SIDES ED PURSUE iM I HE INFLOW SILT FENCE OR RISER DEFAVALLENTOWIDER -A SITE - DEWAT STD EL WIRE BACKED SILT FENCE STAKED HAY BALES WRAPPE D WITH METE R DISCHARGE TO STABILIZED "I OUTLET on LEVEL SPREADER — OVERFLOW SPILLWAY DISCHARGE TO STABILIZED COARKEYANUE OUTLET OF LEVEL SMUMMER NOTES: I CONDERON OF USE I I A SEDIMENT POND SHALL AS USED WHERE THE CONITYBUTIND DRAINAGE AREA IS 3 ACRES OR MORE L1 THE POND SHALL BE DIVIDED INTO TAX) ROUGHLY PULSE VOLUME GETS By A ING FTTHE "I OF THE WILL WIRTURBULENCE ACtt STRENGTH FILTER FABRIC SUPPORTED T xaa LUY BE USED AS A OINESS ALTERNATIVELY, STEREO STRAW RnLB EFAYVEO FOOT HIGH. ETERxTFABRIC MAY BE USED VRJPUBLIC WORKS SEDIMENT POND PLAN VIEW AND � STD. PIAN-236.00 DEPARTMENT CROSS SECTIONS artin Pastucha 8/13/2020 own DATE ITI 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 www.kpff.cam "� CITY OF ' FENTON Planning/Building/Public Works Dept. NITS 1 8:4 R-417818 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD ° ® N' RENTON, WA 98056 �C3.11 TESC DETAILS 8 14. Z LO O M O O O O N Q J M M M O O O 0000 LL E7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 T O W I— MQ LL LU J O U) R k DOCY5190 Envelope Is 3B1B34D3-7E0A47sC ADB3i329FFE0C108 OPEN RICER TT VP VOTED ENDURSI B pRYEIT_ a SEE OLD MANSURA I PADS Dt ADEQUATE STRAPPING ED FAMETNYIENEt PUBINGT MOTSU SC MIN Wu*wNIIP_ TACK WELD IL DEWATERING ORIFICE TLEGING SHALL METAL RISER CORRUGATED COMPLY WITH ASEAN FEET AND PASHTO FACE WATERTIGHT COUPLING DAWATERING ORIFICE SCH An STEEL AREA MIN THE CITY OF RENTON SURFDIAMETER AS PER CALCULATIONS CONCRETE BASE (ALTERNATIVELY. MAY BE USED TO PREVENT FOODS TONN � S.RIVER DNA MIN ---------, I NYiEB: 1. SEE CONSTRUCTION Pu"s FOR SPECIFIC PROJECT REOUu>itiba>.Ss I OTHERIVEM STD EPIANDRAWING E216.30� PUBLIC WORKS SEDIMENT POND RISER DETAIL eL..+MMeAS 8/13/202 DEPARTMENT artin Pastuch s FOR REFERENCE ONLY REFER TO EARLY CLEAR AND GRADE PERMIT C21-003938 SITS OPPOSING Envelope In 6EECF586602A4E4A-B436A317AA638679 THE FOLLOWING IS A LISTING OF GENE RALL NOTED THAT SHALL BE INCORPORATED IN FILE EROSION AND SEDIMENT CONTROL IESCR PLAN SET. OL FINE NOTES ON THEAPPLICABLE TO THE PROJECT HOWEVER, THE APPLICANT SHALL NOT RENUMBER NOR EDIT THE REMBUNINNE NOTES IF ADDITIONAL NOTES ARE NEEDED FOR SPECIFIC LIST MAY FAST PERTAIN TO EVERY PROJECT THE APPLICANT OR OWNER HEREBY REFERRED TO AS APKICANT MAY ANN OUT REELECAND I BEFORE MY CONSTRUCHRON OR DEVELOPMENT ACTIVITY SECURE A PREFCONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON HEREBY REFERRED TO AS THE DRY FILE VOLUNTARY ADD THE APPLICANTS CONFEDERATION 2 THE APPLICANT IS RESPONSIBLE FOR OBETUNING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATERGENERAL PERM 17 IF IT IS e"IEEDFOR HE ROJEST THE SP UICANTSNUN SHALL EPAPROCE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED 70SCPLOGY ASSOC ARE WITH3 THE ESC PENN SET SHALL INCLUDE AM ME CONSTRUCTI ON SEQUENCE DATA LING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POSTPROJECT CLEAN IN ORDER TO FULFILL PROJECT SEND REGUIREMENTS 4 THE BOUNDARIES OF PRESCRIBED OR THE wCI516 "u ANC EEwu go[NrvGrEnA[INiC NGAND PROTEC [ENSHE FIEELD INACCO DANCE WITH PPP[ DIX u OFFING LIry OF ALIRENTC SWPMIaRIORTOTHESTA OFPP DURPINGTHSCONSTRUCTION PERIOD, NO DISTUREAMN CONSTRUCTION 5 STANSITZED CONSURSUCHRON ENTRANCES SPELL BE INSTALLED AT THE BEGINNING OF ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS MAY BEREQUIRED m ENSURE T THE OF THE ARE KEPTCLEAN AND THREATEN TO READ RIGHT OF WAY DOES NOT OCCUR FOR THE DALEATION OF THE PROJECT IF SEDIMENT IS TRACKED DEFEND, PUBLIC FUNDS SHALL WAFERS OF THE STATE 6 WASHOUT TRW CONCRETE TIN USCOU SHALL BE PERFORMED UPDATE OR AN DESIGNATED CONCRETE AMBIENT AREAS ONLY US) NOT WASH OUT CONSCRIETE TRUCKS ONTO THE GROUND OR TO STORM DOWNS OR OPEN D SENSE ON DUMPING OF EXCESS CONCRETE ANNUAL ONLY OCCUR IN DESIGNATED CONTENTS ALL REOUIRw DEC USES SHALL BE CONSTRUCTED D ADD IN OPERATION PRIOR TO w.O CLEARING SUDAN CONSTRUCTION TO PREVENT TRANSroRTATION OF SEDIMENT TO SURFACE WATER PURCHASE SYSTEM$ ADD ADJACENT PROPERTIES ALF EST 5MPSV $HALL BE MASON IN A SATISFACTORY CONDITION UNTIL SLASH TIME THAT CLEAN UND ARTHUR CONSTRUCTION IS CENNINCIFTE AN A POTENTIAL FOR ON SITE E ROBLON HAS PASSED ALL ESC PIPE SHALL BE REMOVED AFTER CONSTRUCTIONS IS COMPLETED AND THE SITE NEW BEEN STABILIZED TO ENSURE POTEENTANNA. FOR ONGITE EROSION DOES NOT EXIST THE MPLEMENTARKIN 8 ANY HAZARDOUS MATERIALS MY UI ADD REMOVAL LLUTEU�flryB�o.N PRODUCTS THAT PoTOPOLRNS�aE OIPoEoERLY9 THE ESO USES DEPICTED ON THIS DRAWING ME INTENDED TO BE MINIMUM REQQRSEMENTS TO MEET ANTICIPATED GTE CONDITIONS ASSOUBTRUCTION . DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN SEE FOR LOCATION OF PIPES. RESTRATORSCHANNELSORSTORMLIVATERGANCLITIES 11 ANY DEVATERING SYSTEM NECESSARY FOR THE CONSTRUKETION OF SUPORARMATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR 12 ANY AREAS ON THROUGH APRIL INCLUDING STABILIZED OC.�s.:�ENEYSEaTxGSEEBEE°sa°a'Eo�aTEEN((Ooe, BOTH) OR GT DSEASON IS OUHPTMaTHMM.WITH THE APPROVED RISC COVER PS ISG, DEPENDS, MULCHING PLASTECOVEHISING ETC) IN CONFORMANCE WITH APPENDIX O OF THE RENTON SYRIA 13 WET SEASON FRO FREGUIREMRNTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER LET AND APRIL 30TH UNLESS OTHERWISE APPROVED PROVED DYTHE CITY 14 ANY AREA NEEDING ADDITIONAL EI MEASURES NET REGUIRENG IMMEDIATE ATTENTION SHALL BE ADDRESSED MATIN" EN1IS. 15 THE AEG SUED ON PACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MANINJUM OF ONCE A MONCH OR WITHIN 24 HOURS FOLLOGNING A STORM EVENT INSPECTION AGO 14FINTERANCE SHALL OCCUR MORE FIRSEAUENTLY AS ASSURED By THE CITY 16 BEFORE DRAIN s`Fso°`DHFEEAoUBDRC;MMA EE'TI`BECE onoEWITIMAM TOs RECONSTRUCTION AREA ONVTOASEDIMENTIMENDoTRAP ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY EEL BEENGCONDITION 17 AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 213 OF THE CAPACITY OF THE CATCH BASIN SUMP ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEARED PRIOR TOPEAVING THE CLEARING OPERATION SHALL NOT FLUSH SEDIMENT IN WATER INTO THE D�STR�m SYSTEM 18 ANY PERMAMENT STERMYNHATER FACILITY LICKLATION USED AN A TEMPORARY SELFTLINS BASIN SHALL BE MODIFIED WITH THE NECESSARY EST BLUE$ AND SHALL NEIRDEVIDEADEQUATEATTERESCAPACITY IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN WILTRATION SYSTEM IN To PERMANENT STATE. THE TEMPORARY FAGURP SHALL BE FAULT GFULDED SO THAT THE BYN ADD SIGN MAE AT LEAST THREE FEET ABOVE THE HAVE GRADE OF TI PERMANENT FACILITY 19 ETC)SHALLB ^CLE°ARLYFENE DANDPROEEC"EoUSING DECEMPSTTOFAVOIDSEDIME°NTTATio'ANDCOMPAACTIONDURINGCONSTRU ex FN FAPLFPAVEMENT . 20 PRIOR TO THE DURING UP OF THE MET UN(OCTOBERIST) ALL DISTURBED AREAS SHALLBEINSPE«DTOIC�DIFY WHICH ONES SHALL BESODDED SEEDED IN PREPARATION! FOR THE AINTER ANSI DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WAY ON ciSITE ALL ERIC BINGICSFIALL BE TISHRI AND STORMOVAJER CONVEYANCE SYSTEMS, OCCUPIED, AND ON SITE USES SHALL BE RESTORER TO THEIR FULLY AN WHISIT OF THOSE ARMS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN DISCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW 21 PRIOR TO FINAL OUN SDRUI ACCEPTANCE, THE PROJECT 81 TE SHALL BE STABILIZED TO PREVENT SUESTARDENT LADEN WATER FROM LEAVI No THE FUNCTIONING CONDITION ALL DISTURBED ARUBA OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMN DUTY STAR BODY AT A MI M1 MUM DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED 70 ENSURE FIRST SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL MULCH 22 ROCKERIES SEE IB:STTEwoVT:HE�ACCORDANCEw, NOT BE TMTElIs: aaalsalo OF ROADRG�-WAYSHA OR:ACCoC INTERNATIONAL � 0,D""NG15NOTUSSTABIN, STD. PLAN-268.00 PUBLIC WORKS EROSION AND SEDIMENT CONTROL 1 8:I v DEPARTMENT GAZ 9/28/2018 STANDARD PLAN NOTES DATE Call 811 • business days before you dig CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION NTS BY I DATE I APPR An AS NOTED RIZONL'W" ""o ISSAN DATUM AT PBLL IF HAT ONE INCH BASE �c�LY ASPHALT SAW CUT LINE AT ENTIRE PERIMETER OF 1:1.5 SLOPE TO WITHIN THREE FEET OF FOUNDATION OF STRUCTURE. OCCURS AROUND ENTIRE A & B BUILDINGS ALL EXISTING ASPHALT TO REMAIN OUTSIDE OF BUILDING FOOTPRINT FOR EROSION AND SEDIMENT CONTROL MEASURES. DEMOLITION AND REMOVAL OF ASPHALT TO OCCUR AT A LATER DATE. t.1 lq:yff 16015th Avenue, Suite 1600 Seattle, WA 98101 2016.622.5822 www.kieff.com CITY OF ' FENTON Planning/Building/Public Works Dept. NTS THREE-FOOT ORANGE SNOW FENCE TO BE INSTALLED AT THE ENTIRE PERIMETER OF ASPHALT SAWCUT LINE AND ATTACHED TO FIVE-FOOT METAL STAKES AT SIX-FOOT ON -CENTER MAXIMUM. ZIP TIES TO BE USED TO SECURE SNOW FENCE TO METAL STAKES. ASPHALT VARIES IN THICKNESS. SLOPE TO BEGIN FOUR TO SIX INCHES BELOW TOP OF ASPHALT AND TO BE COVERED WITH NSOUEEN & SANDBAGS UNTIL BACKFILLING OF STRUCTURE CAN BE ACHIEVED. SAND BAGS TO BE SECURED BY NYLON ROPE AND STAKING AS NECESSARY TO PREVENT NSOUEEN FROM BEING MOVED DURING WEATHER EVENTS. SLOPE TO BE MAINTAINED THROUGHOUT CONSTRUCTION UNTIL SUCH TIME SLOPE IS REMOVED AND REPLACED WITH BACKFILL TO STRUCTURE. R-41781 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING rr ippD 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 TESC DETAILS HAVE 17.121 O N O T O O N Z O M O O O O N Q J M M M O O O Do LL 19 141 °0 , Q I w LU J O P TY F � x, s F g 8 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. -aQa %j o °Lire o �9sP spvs F __34> !y F s N32'13'36E 686.0�' t v. S 1 ' GRADING I 0 C4.20 ENLARGEMENT, av SEE NOTE 1 1 \ \ ' o F So 11+00 '�°� r 12+00 0 +I VIC, r I� I I 0 LEGEND: — — PROPERTY LINE/ROW LINE ROW CENTERLINE RETAINING WALL EXISTING GRADE CONTOUR —360— MAJOR FINISHED GRADE CONTOUR 362 MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED iy � >,t E.9: I � � t•L ! [r➢� Y•1;� d•7 , u I , u Icu [�1 J FUTURE BLOCK C �Y — —xYr�V v� 13+00 ^' ` •P • II 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, UDC, 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. 0 10 20 40 1 inch = 20 het Call 811 • two business days before you dig N0. 14+00 JEFF SON AVENUE • • L7,-J MIXED USE BUILDING B SEE SHEET C4.03 FOR CONTINUATION 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. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AF CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION Z Ln O co O O O o O N Q � J z O U K O O Y U W W Ch ti M W O N 00 00 T a 15+00 16+00 • it. x x 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 R-417820 DISCREPANCY PRIOR TO CONSTRUCTION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS l DEVELOPMENT ENGINEERING O msippo 04/07/2022 16015th Avenue, Suite 1600 Seattle, WA98101 3N.633.5822 (� www.kpff.cam TJP 09/03/21 LEE ZLN AS NOTED P1 MEN I1BCS/Im' CITY OF SOLERA TJP 01/12/22 JSF owu MDR/TJP , °° K RENTON 2842 NE SUNSET BLVD rJP Oyu/22 JSF °"'"" KSA/JEP �� RENTON, WA 98056 DATUM `"F°'NNE Planning/Building/Public Works Dept. C4,CC BY DATE APPR USE SCEE �C�.«.. GRADING PLAN - BLOCK C s"' 20 4, NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. W ----,- m I sN s sow ---------- - — m / 0 � _______-- IIARRINGTO ,_ _ 0 HETZ NE 32+00 s ossm `9F" f 31+0o HARRINGTONI PLACE i \4 s LU 1 - 20+00 1 1 + \ P9 9 P A LU L_- 1 - • I ti \ 1 1 GRADING 13 + I ENLARGEMENT, C4.31 L_ � SEE NOTE 1 \ o ;ram x i GRADING 5 I - •I ENLARGEMENT, C4.24 e 1 0 \ I \ \ I SEE NOTE 1 C4.23 ENLARGEMENT, i— - ------ �, — i FUTURE BLOCK D SEE NOTE 1 r 1 j N • - j ,oy0. a GRADING ' GRADING 6 C4.22 ENLARGEMENT, + ��, ENLARGEMENT, C4.25 SEE NOTE 1------- '1 / 1 '(\ " 1 c' � SEE NOTE 1 ;F 1 N 1 1 ap0 1 z 1 1 `tip Lt I //• .: �� � � N. 0 1 1 + z- o ��- - - --- --- . -�� I 35B Off•\\� GRADING 2 + 1 • \NFO 1 • �G ENLARGEMENT, C4.21 ICU SEE NOTE IICU ,. WICU I • OxpO / I . J I+ t 6+00 I 1ly+00 a 18+GO J EM N AVENUE NE - — 1 1 ° 0 MIXED USE o BUILDING A IF + V U V ♦�-- — —_— —�._ __ I. _ — _� ; Hes Q 7. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. s SEE SHEET C4.05 FOR CONTINUATION NOTES: SEE SHEET C4.06 FOR CONTINUATION 6 PLANSNFORNISH FINALRELEVATIONS¶ONS ARE SHOWN FOR REFERENCE ONLY. SEE ARCHITECT'S 12 INCHES IN LEGEND: 1. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. 4 THICKNESS AND COMPACTED TO ASTRUCTURAL FILL SHALL BEEMINIMUMIFOF 95% OF THE SOILCMAXIMUM DRY DENSITY EEDING 9• CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY 2. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER DISCREPANCY PRIOR TO CONSTRUCTION R-417821 PROPERTY LINE/ROW LINE SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. - - GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, IN COMPLIANCE WITH CITY OF RENTON STANDARDS N - - ROW CENTERLINE 2018. 5. ON -SITE SOILS MAY BE USED FOR STRUCTURAL FILL ONLY IF VISUALLY INSPECTED AND ot fAsy�F'EA 3. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL APPROVED BY THE PROJECT GEOTECHNICAL ENGINEER. ON -SITE SOILS SHALL BE FREE OF wm�"o N lq3ff DEVELOPMENT ENGINEERING RETAINING WALL CONSULTANT PRIOR TO PLACEMENT OF FIL4 BASE COURSES, OR FOUNDATION FORMS AND ORGANIC MATERIAL AND COMPACTED PER THE REQUIREMENTS OF NOTE 3 ABOVE. - mslpp0 04/07/2022 O REINFORCING. EXISTING GRADE CONTOUR 6. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM x M47 �, 36015th Avenue, Suite 1600 DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. OIST NeLV2A' Seattle, WA 98101 —360— MAJOR FINISHED GRADE CONTOUR 206.622.5822 3/11/2022 w Jcpff.c•m CATE 362 MINOR FINISHED GRADE CONTOUR 1 CIVIL coNsrRucnoN PERMIT JON m/1z/21 JET NEI HAND III AV%L - �/ 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 LEE ZLN M,. AS NOTED P1 HAD II8i�1B°� CITY OF SOLERA Fi�K EXISTING TREE TO BE PROTECTED 3 CNIL CONSTRUCTION PERMIT RESUBMITTAL TJP 01/12/22 JSF owu MDR/TJP R 2842 NE SUNSET BLVD La ME Call 811J 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF n 1''1VTO1Vo 10 20 40 two business days "� /JEP onruM RENTON, WA 98056 NO before you dig crc@MNF x..E am.w AT Planning/Building/Public Works Dept.—mC4.G1 IF NOT ONE INCH 1 Inch = 20 het N0. REVISION BY DATE APPR w^D+mUSF GRADING PLAN - BLOCK D I 21 is DO r` NET I 0 W H Q W J O U) 7 m W Q I s II I I I qII II I I TC 341.08 (ME) 30, BC 340.641(ME) 341.03 1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M SEE SHEET C4.00 FOR CONTINUATION `"- 11+00 12+00 -i - - + w JEFFERSON AVENUE NE s w N x vo W z ; I 82 (M ) BC .34 (MB) 3a1 R9•fucr I 42.0 (ME I Z kD� 43 :BW 2. "SSI 18 1.8 I I r 4 - k 11 341.62 TW 343.50 o BW 342.13 TW 343.92 - P o �16 - .S°` BW 341.05 0 �--- - --- TW 343.50- 341Igo 340.85 W%j BW 343.21 jN - TW 346.92 TW 343.92 - ' BW 343.92 BW 341.69_ 1p0.5% _ 1.5% 0.5% -. . v o P1 FFE / 341.01 P1 FFE 340.87 341.00' 341.00' � L1 FFE 350.25' TW 346.92 BW 343.92 [16call 81 IS KEY PLANa ti two business days 5 NTS before you dig NO MIXED USE BUILDING B SEE SHEET C4.08 FOR CONTINUATION n Isiesq l � �co G >q'� sN 16015th Avenue, Suite 1600 0 5 10 20 0, QIs Seattle, WA 98101 206.622.5822 1 inch = 10 feet 04/OS/2022 www.kruf.com CIVIL CONSTRUCTION PERMIT JDN 103/12/211 JSF 1ZLN encaHAND CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JSF AS NOTED POWM "q "m219°' CITY OF xxmMDR/TJP CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 01/12/22 JSF RENTON CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF �"" KSA/JEP ^ r,1V 1 1`I DATUM CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 04/05/22 JSF cm_m­mmMNF ATME PaT-ing/ Buiding/PubiC Works Dept. F NER ONE INCH REVISION BY DATE APPR mr '"""''htl Nao NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. 3. 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. 4. 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. 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 7. 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. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. LEGEND: - - PROPERTY UNE/ROW LINE ROW CENTERLINE CONCRETE WALL EXISTING GRADE CONTOUR -360- MAJOR FINISHED GRADE CONTOUR 362 MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417822 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/11/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN 44 O N 0 O O N i 1n O 1:0 0 O O 0 Q :] J AM - 0 Sol Do r` NET I O W H Q W J O U) NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C4.00 FOR CONTINUATION NOTES: �,� •y� 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH 12+00 13+00 14+00 SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. - + - - - _ _ - I- - - -- - - 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE p JEFFERSON AVENUE NE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF CVO - - FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. Tp O - 3. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A N MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY U f` ` �- ---- w / ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE TW 347.50 345.851 j PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND .+ TW 34 00 + o - BW 345.91 • I4I ®T tk- `BS 3 46 S 347.25 ~ BW 34�.60 v BS 345.60 -- - _ • r3WW 34722 APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. _ '` g6 345.00 47 60 pWr�, v�, ..` g. - ` 6. - ` a, '1� 6� n, - �'y� - - _ v o 0 4. ON -SITE SOILS MAY BE USED FOR STRUCTURAL FILL ONLY F - v B ,49v .44 344.70 - ry •so��- �� - - - �- - - VISUALLY INSPECTED AND APPROVED BY THE PROJECT ------"---------"- 347.50 >? GEOTECHNICAL ENGINEER. ON -SITE SOILS SHALL BE FREE OF BW BW 345.60 W 345.66 BW 346.02 BW 346.62 B 346.87n6T6W"U3 BW 3 z ORGANIC MATERIAL AND COMPACTED PER THE REQUIREMENTS TW 347.50IF TW 350.25 + c�i OF NOTE 3 ABOVE. BW 34 .00 BW347.50BW 348.50to 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE47,.5 + ¢ - .18ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND O + + - SECTIONS. O TW 350.2 Ll FFE V 347.50 P 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND OBW 349.25 TW 349.2 TW 350.25 BW 346.75 `o 350.25 w MATERIALS. N 350.25' - S 346.93 BW 348.50 x Q BW 347.50 L1 L1 FFE BW 347.50 - Li FFE h 350.25' W 7. BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR J W 350.25' 350.25' y REFERENCE ONLY. SEE ARCHITECYS PLANS FOR FINAL L ELEVATIONS. 9. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. MIXED USE LEGEND: co BUILDING B - - PROPERTY UNE/ROW LINE O W ROW CENTERLINE CE CONCRETE WALL d EXISTING GRADE CONTOUR -360- MAJOR FINISHED GRADE CONTOUR 362 MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED KEY PLAN [16call 81 IS a ti two business days 5 NTS before you dig NO R-417823 Y g IN COMPLIANCE WITH CITY OF RENTON STANDARDS A �'� 08 ■d39 et'�, 19lR� -� Ao�N DEVELOPMENT ENGINEERING O V 1cpff I msippo 04/11/2022 ypg,_q,a0 16015th Avenue, Suite 1600 0 5 10 20 o RACISTaP'R Seattle, WA 98101 91ONAL LBf'� 206.622.5822 1 inch m 10 feet www.kpffxam 04/OS/2022 CIVIL CONSTRUCTION PERMIT JDN 103/12/211 JSF a HAND CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JSF ZLN SCALE. NOTED POWM "q"m219°' pC�IT�YT OF � SOLERA CIVIL CONSTRUCTION PERMIT RESUBMITTAL Tip 01/12/22 JSF"mMDR/TJP '�"� RENTON 2842 NE SUNSET BLVD neeoox_ CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 0}/II/22 JSF " KBA/JEP ^ r, RENTON, WA 980556 �NO NO DATUM CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 04/05/22 JSF mnmMNP .'N,�,myE PaT-ing/BuidinJ/PubiC Works Dept. F NER ONE INCH C4.03 REVISION BY DATE APPR JSF '""""`°'°'""' GRADING PLAN "' 23 144 00 Hit T I Q V W F_ Q W J O C7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C4.00 FOR CONTINUATION JEFFERSON AVENUE NE TW 352.1 11 353.00. Eq IMPI 1 1 I1. 1 w BW 348.10 fn v L1 FFE 350.25' + x, 00 � II e o o m e 0 o n L1 FFE 350.25' MIXED USE BUILDING B KEY PLAN [IbCall811'3 itwo business days TUTS before you dlg N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION Nn► ♦;a � : tn► �A � �81N11�((/llldlll o I a U + W x N BY I DATE I APPR H MIXED USE BUILDING B Y 3 lcpff i4R� p4 N��/od N gay 36015th Avenue, Suite 1600 0 5 10 20 11RACI3T8e�`{0� Seattle,WA98101 93(ONAL ' 206.61 1 inch = 10 feet 3/11/2022 www.lipff.com HAND III AS NOTED °" � HAD III AVI CITY OF ' FENTON � viav � DATUM � caw,w Planning/Building/Public Works Dept. IF NOT ONE INCH NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF N FILL, BASE COURSES, OR FOUNDATION FORMS AND O REINFORCING. Tp O 3. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT r EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A N MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY L% ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. 4. 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. In 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE M ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. O O 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. N Q 7. BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR J REFERENCE ONLY. SEE ARCHITECT'S PLANS FOR FINAL ELEVATIONS. 9. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. LM LEGEND: M 0 — — PROPERTY UNE/ROW LINE Op 00 — ROW CENTERLINE ,— v CONCRETE WALL d EXISTING GRADE CONTOUR —360— MAJOR FINISHED GRADE CONTOUR —362— MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417824 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING mO si0D0 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN SmIOWNING NO C4.04 24 14z NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 SEE SHEET C4.01 FOR CONTINUATION � o - n!ali 0 o+ --- - - - - -� W SEE GRADING ENLARGEMENT, v - - o vSHgT C4.21 p \ o OO t0 C> v o o v P 0/ c�i TW 352.15 TW 354.50�e�/ o \ A> \' - ° X rW+ fi J O p Y O p J p t�V.Tf pry L1 FFE 350.25' TW 352.15 TW 356.51 TW 356.99 TW 357.64 TW 358.39 g c _ a \ N 'v -TW 355.75 0 85 54� BS 3503d �. V p \ A 354C�0. TW 355.63 hp0 ' ss ( -°I .I w k Ik I.j s hhh.h J) S SEE THIS SHEET FOR CONTINUATION 1010011m o :\0 / .4.5%.so '`oL TW 356.04 TW 356.42 TW 356.88 - p 9 1�2'0% v 1 5 ch - ° A TW 357.55 KEY PLAN [IbCall811J3 itwo business days TUTS before you dlg N0. 0 358.3 r Lo I L1 FFE 355.83' TW 358.39 XXI TW 359.29 1 / TW 360.28 ; 1 1IF I L2 FFE 1 360.75' 1 1' I 11 I I N 365.00 IV BW 360.75 5 L2 FFE 1 364.00'1 1 7 GRADING C4.26 ENLARGEMENT CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION EO c. o m ma TF 365NO0 - ° BY I DATE I APPR rr7l SEE THIS SHEET FOR CONTINUATION 11 358- 1 ° 1 1 ° v o J 1 z 1 362- 362 m 11 t I,I II I`. , Ifl�llf SEE SHEET C4.11 FOR CONTINUATION 0 5 10 20 1 inch = 10 feel M... AS NOTED HDRIZIII OKI DATUM IF NOT ONE INCH El NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. 3. 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. 4. 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. 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 7. BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR TW 358.99 REFERENCE ONLY. SEE ARCHITECT'S PLANS FOR FINAL ELEVATIONS. 9. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. TW 360.00 LEGEND: TW 361.08 PROPERTY UNE/ROW LINE - ROW CENTERLINE v CONCRETE WALL TW 362.93 - - - - - EXISTING GRADE CONTOUR YP� ° -360- MAJOR FINISHED GRADE CONTOUR -362- MINOR FINISHED GRADE CONTOUR + TW 365.60 EXISTING TREE TO BE PROTECTED L2 FFE 365.67' -BS 362.30v - TW 365.60 p v 0 o c lcpff 36015th Avenue, Suite 1600 Seattle, WA 98101 206.61 www.kpif.com = CITY OF ' FENTON viav Planning/Building/Public Works Dept. R-417825 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN SEEM OWNING NO C4.05 25 14z O N O O O Ir- Z O M O O 0 O N Q J CM M M 0 O O , 00 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I O V W H Q W J O U) M IX O M N/ O 18+00 Ir�rrnrnu lvrwlr ur MIXED USE Li FFE BUILDING A 355.83' SEE SHEET C4.01 FOR CONTINUATION 19+00 — — I —� 1 CIVIL CONSTRUCTION PERMIT JON 103/12/211 JSF 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JSF 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 01/12/22 JSF 0Y • Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF KEY PLAN two business days before you dlg TUTS N0. REVISION BY DATE APPR i AS NOTED RIZCN'�L. HAD I'°°n°°, AT 7 DATUM IF NOT ONE INCH SCALE ACCOACRINCLY NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH o THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. z � 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE o PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND o REINFORCING. 4 ^0 3. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT v EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY W ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE = PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. '^ 4. 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. 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 7. 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. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. lcpff 16015th Avenue, Suite 1600 Seattle, WA 98101 206.61 w Jcpff.cam = CITY OF ' FENTON viav Planning/Building/Public Works Dept. LEGEND: — — PROPERTY LINE/ROW LINE — ROW CENTERLINE v CONCRETE WALL EXISTING GRADE CONTOUR —360— MAJOR FINISHED GRADE CONTOUR —362— MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417826 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN 141 OWNING NO C4.06 26 14z Z CM M M O O O 00 F9��E9:I��<K�rI■iel:Zd�PI11�1�L11[�PI NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 T Hit V , W H Q W J O C7 F g g 1 CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL KEY PLAN • two business days NTS before youdg NO. REVISION c BY I DATE I APPR G9A>! II:IAAair!inVLZdlI,11rnL1IIII AS NOTED a""a,,,'�'L�"""'�°'°° n°°, l OKAT n �" DATUMEEE lcpff 16015th Avenue, Suite 1600 Seattle, WA 98101 206.61 www.kpff.cam .. CITY OF ' RENTON viav Planning/Building/Public Works Dept. NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. 3. 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. 4. 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. 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 7. 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. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. LEGEND: — — PROPERTY LINE/ROW LINE — ROW CENTERLINE v CONCRETE WALL EXISTING GRADE CONTOUR —360— MAJOR FINISHED GRADE CONTOUR —362— MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417827 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msiDDD 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN 141 OWNING NO C4.07 27 14z Z CM P') M O O O 00 MT LL 0 Hit I O V W I- Q W J O C7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C4.02 FOR CONTINUATION W Z I I 6?I TW 343.75 LT J I 4�, CD cfll BW 343.25 0) I I I took vok CO I I + ' I I L1 FFE -�P �� L1 FFE 350.92' a TW' 350.25' o x _ / BWj 34fi. L1 FFE t + I 348.39 L1 FFE 350.83' O N S9 1.5% 348.38' �� 349.77 w 2.3%171 �� p 344 H / Nc 30' J I 7 w CD I z _cn m w Fri r �C 70 <- 3 m w o _Tl � � w (D NI "' off% o. �� v _ p 'ai_ _ vl� -�`O�v 1`2Y oj�p v � 1 0 s o. Ll FFE v - 8 %. 8 oo 350.75' 'ow TC 346:22 TC 348.25 TC348.25 TC 350.06 'Ps TC 350.15 BC 345.97 s BC 347.75 BC 347.75 BC 350.13 BC 349.65 -I1R Iu' j o 0 TC 40.15 '��C BC 349.65 NE • .y Aso, P Ll FFE .5% 2.A% % 350.25, TC/TW 346136.63 5`1% / 2`1% C (ME) '�1 BW 345:02 I\ i .yet \pA TC 350.34 (ME) - ,`2.. TC 346.65 BC 349.84 L1 FFE BC 346.15 `I 350.25' (ME 1.5% / I zJ. UU I N35`46 ,47' .26 0 L1 FFE O O O / 350.25' s. 2.47 I I / c 9P a n � NSF vo'�s I / s� o� v� 9� KEY PLAN Ca1181da1 '3 i• two business ys TUTS before youdlg N0. SUNSET SHELL C-STORE REDEVELOPMENT SHOWN FOR REFERENCE ONLY CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR Orya TC 350.78 BC 350.78 1 V00 f OF TC 351.65 Qc BC 351.11 G. C TC 351.96 , C BC 351.60 c 2.0% / P I o SEE SHEET C4.09 FOR CONTINUATION v*) 0 5 10 20 1 inch = 10 feet M".AS NOTED R '°°^°°' l OKAT n m" DATUMEEE L1 FFE 351.33' o MIXED USE BUILDING B TW 354.30 lcpff 36015th Avenue, Suite 1600 Seattle, WA 98101 3N.6II.5822 www.kpff.com CITY OF ' RENTON Planning/Building/Public Works Dept. NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. 3. 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. 4. 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. 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 7. BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR REFERENCE ONLY. SEE ARCHITECTS PLANS FOR FINAL ELEVATIONS. 9. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. LEGEND: - - PROPERTY LINE/ROW LINE - ROW CENTERLINE v CONCRETE WALL EXISTING GRADE CONTOUR -360- MAJOR FINISHED GRADE CONTOUR -362- MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417828 IN COMPLIANCE WITH CITY OF RENTON STANDARDS EIIIIIIIIIIIIE DEVELOPMENT ENGINEERING O msiDDO 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN 141 OWNING NO C4.08 28 14z O N O O O Ir- A In O 0 O O O O N Q J LM M M 0 0 O W NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 T Q V I W I- Q W J O U) Eg c3 S g B SEE SHEET C4.08 FOR CONTINUATION --- ---- TC 351.65 i I BC 351.11 1I i w L' TC 351.96 BC 351.60 2.0% 3 1.20 (ME) II �I n TC 35 .96 1351.43 (ME) BC 3 .46 1 5.0% I I I I 0 1 i I I SEE GRADING o. ENLARGEMENT, 351.91 (ME) SHEET_C4.28 s 1 \ LJ 0 0� a o o0 0 o t o a ° o ssPAS o SS SS.� Sb / o a o -P a P p o �6ery nv 351.94 (ME) W INv! VJ-w--W-nW A mF I F �I 1 I I SS SS SS SS � g5 I 1 I TW 354.30 CURVE Q FL EL PC STA. 2+07.25, 59.50' LT 352.89 1/2 353.04 PRC STA. 2+21.57, 56.12' LT 353.19 A= 26'35'25" R= 32.00' L= 14.85' CURVE Q FL EL PRC STA. 2+21.57, 56.12' LT 353.19 1/2 353.29 PT STA. 2+30.52, 54.00' LT 353.39 A= 26'35'25" R= 20.00' L= 9.28' L1 FFE 353.25' TW 354.30 TC 352.080 BC 352.48 o tV _ o° i 'TC 353712. �I 1 1 1 1 I I I 1 I 1 MIXED USE BUILDING B CURVE QQ FL EL PC STA. 2+07.25, 47.50' LT 353.13 1/2 353.17 PRC STA. 2+22.00, 41.00' LT 353.21 A= 47'32'45" R= 20.00' L= 16.60' CURVE Q FL EL PRC STA. 2+22.00, 41.00' LT 353.21 1/2 353.27 PT STA. 2+36.76, 34.50' LT 353.32 A= 47'32'45" R= MOD' L= 16.60' m®Q�� TC 3W.89 BC°352.89 v 3 ° _ v akl k k� BC 353.28 2+00 -I - KEY PLANCa11811 '3� i•� two business days TUTS before you dlg N0. � v v ° L1 FFE 353.25' TW 355.41 TW 355.50 1 �- 2`5% ° v ° TC n5.25- ° BC 354.75: O � Q o \� 1`5% so o d N r L2 FFE 360.75' L1TW6315 `4N4o Yj% TC°355:54 T 358.0 J N SS 0 ° w ,p o � o ° I I W W w IVTd 355.83 (ME TC 356.08 (ME) I IV w w 1 BCC 355.33 M�`� BC 35a5.58-(MEN I � I � h9ilyC I I3+00 55- CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY DATE APPR Y 6 IT T4R� 04 f�o�N ) - gay 36015th Avenue, Suite 1600 0 5 10 20 o�RACIST8e�`{Q� Seattle, WA 98101 93(ONAL W60 206.622.5611 1 inch = 10 feet HAND 111 3/11/2022 ww.hpff.com M.., AS NOTED a4`°"'� HAD III CITY OF 'Rl RENTON Vizff �� DATUM � caw,w Planning/Building/Public Works Dept. IF NOT ONE INCH NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. 3. 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. 4. 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. 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 7. 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. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. LEGEND: - - PROPERTY UNE/ROW LINE - ROW CENTERLINE v CONCRETE WALL -- - - - - - - EXISTING GRADE CONTOUR -360- MAJOR FINISHED GRADE CONTOUR -362- MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417829 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN 141 OWNING NO C4.09 29 14z Z LO O M O O O O N Q j J LM M M 0 O O 00 N1 00 Hit I O V 1 W F_ Q W J O U) F g 8 L2 FFE 360.75' TW 363.15 z'— —1, m \X FTCuC355:54 T0356.15Y I \-. o U 6 355.0 355.% LAU LAU H LAUW `W21 �.� 6j9 i (Cl LO SS o _ S g S6 � 4"v oC'356.0. NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C4.12 FOR CONTINUATION L2 FIFE 360.75' MIXED USE BUILDING B TW362.16 - rni o�^.. TW362.16 o v o' v` n v✓ I a" 3`8% CHI I I I I I I I I I I I I mll uo o v 2_`6% a o D v - TIC 359.7�7 - BC 359.27' 0 5s i TC a59.4 p BC 358.g1 D —w I I I I I I I S� I I I KEY PLAN O� 811'3 i[IbCall two business days TUTS before you dlg N0. upuu L2 FIFE 362.17' oti, 0.5% v p v � p 361.84 N C 361.A —tq tH BC 1 •1 w— — — — — —ww w w w w w w wr--w— I / / I / 4+00 I 5+DO / SS 551 SS SS SS SS- SS SS SS AiS SS I / NE SUNSET BLVD I —sorso so so so / so 5D s0 s0 s0 I / I � / I / I I I � / CIVIL CONSTRUCTION PERMIT JON 03/12/21 RE CIVIL CONSTRUCTION PERMIT RESUOM174L TJP 09/03/21 JSF CNIL CONSTRUCTION PERMIT RMUBMITTAL I TJP 101/12/221 JSF CIVIL CONSTRUCTION PERMIT RESUBMITTAL I TJP 103/11/221 JSF REVISION I BY I DATE I APPR NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE p PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF CVO FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. r p O 3. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT r EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A N MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY L% ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. 4. 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. to 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE M ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND p SECTIONS. O O - — - — --r z 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND O MATERIALS. Q o v o 7. BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR J - z REFERENCE ONLY. SEE ARCHITECT'S PLANS FOR FINAL p $ ELEVATIONS. v 9. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 361.9 361. - 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. p v H p LEGEND: M v v W p PROPERTY UNE/ROW LINE pp ROW CENTERLINE 00 v CONCRETE WALL CL - - - - - - EXISTING GRADE CONTOUR -360— MAJOR FINISHED GRADE CONTOUR —sB —362— MINOR FINISHED GRADE CONTOUR w EXISTING TREE TO BE PROTECTED T4R�Y 3 lcpff 04 f���o�N gay 36015th Avenue, Suite 1600 0 5 10 20 o,�RACI3TeR�`{4� Seattle, WA 98101 93(ONAL W60 206.622.5811 1 inch = 10 feet 3/11/2022 www.lipTf.com COME HAND III AS NOTED a4`°"'� HAD III CITY OF ' FENTON � viav � DATUM � caw,w Planning/Building/Public Works Dept. IF NOT ONE INCH R-417830 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msicrDD 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN OWNING NO C4.10 30 14z 00 Hit I O V W F_ Q W J O U) CURVE Q1 FL EL PC STA. 6+05.76, 34.50' LT 363.56 1/2 363.70 PRC STA. 6+20.52, 41.00' LT 363.84 A= 47'32'45" R= 20.00' L= 16.60' CURVE QP FL EL PRC STA. 6+20.52, 41.00' LT 363.84 1/2 363.98 PT STA. 6+35.27, 47.50' LT 364.12 A= 4703745" R= 20.00' L= 16.60' NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C4.05 FOR CONTINUATION v BS 362.30v v ° v ly - LO v ° Till 365.60 e GRADING v' J III 0 v ENLARGEMENT C4 27 TPA' 365180 I E v k k 410 ' ° vIF, / I L2 FFE v ` ' -°- 365.67' INI l° ..vv'1Eh�_.vY °- �°`2`0% o` ° 'IU :I� o' - v r;.p.v ° ' •IR vv o v- ° O r; - - v ° ° -TC 365.28 _ BC 3619 ° - ° o �- 8�3 3.506o 4 �° 7BC 364.78 ro v° v p v °. ° v 5 v IQI.JJ-TL9I L-oI .J.IJ A v 3' - v TC 365.4- `� 1 5046'47"E, 9 '�:15' - 363.07 ��' o' ° •o - W i W 55 55�55 5 Ss SS ° - 55 1 1H IN .11 v •I ` r y IN o v � MI BFIM10 III _ \\` .r Or IR sn ,t_ _ _ _ _ . "_. k 11 1 w w w CURVE Q FL EL PC STA. 6+10.10, 53.00' LT 363.07 1/2 363.20 PRC STA. 6+19.78, 55.50' LT 363.33 A= 28'57'18" R= 20.00' L= 10.11' CURVE la FL EL PRC STA. 6+19.78, 55.50' LT 363.33 1/2 363.54 PT STA. 6+35.27, 59.50' LT 363.76 A= 28'57'18" R= 32.00' 1- 16.17' MIXED USE BUILDING B w w w- I ff '0 I 69? 8 P� I "s ?0 I �N35°46'47"E 1083.01' (1083.39 REF.1) (1083.45 REF.2) I SO w w w�ww w I I I I I I I I I I I I 6+00 - - I ss ss ss sN35°46i47"E 1083.01' NE SUNSET BOULEVARD SR 900 (1033.45 REF.1) I � � (1083.45 REF.2) I KEY PLAN �� Ca118ss 11 '3 i• two businedays TUTS before you dlg N0. CURVE Qs FL EL PC STA. 7+10.40, 59.50' LT 364.78 1/2 364.96 PRC STA. 7+29.83, 55.57' LT 365.15 A= 2241 R= 50.00' L= 19.95' CURVE © FL EL PRC STA. 7+29.83, 55.57' LT 365.15 1/2 365.22 PT STA. 7+37.60, 54.00' LT 365.30 A= 22'51'51" R= 20.00' L= 7.98' CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION Q CURVE Q FL EL PC STA. 7+10.40, 47.50' LT 364.90 /2 365.00 PRC STA. 7+25.16, 41.00' LT 365.11 A= 47"1 R= 20.00' L= 16.60' CURVE Qe FL EL PRC STA. 7+25.16, 41.00' LT 365.11 1/2 365.18 PT STA. 7+39.92, 34.50' LT 365.24 A= 4732'47" R= 20.00' L= 16.60' BY I DATE I APPR u Y 3 lcpff T4R� 04 f�o�N gay 36015th Avenue, Suite 1600 0 5 10 20 o�Rdt'ISTBR�`{4� Seattle, WA 98101 93tONAL ' 2015.61 1 inch = 10 feet 3/11/2022 w Jcpffxonn HAND III AS NOTED a4`°"'� HAD III CITY OF ' RENTON � viav � DATUM � caw,w Planning/Building/Public Works Dept. IF NOT ONE INCH NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. 3. 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. 4. 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. 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 7. 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. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. LEGEND: - - PROPERTY LINE/ROW LINE - ROW CENTERLINE v CONCRETE WALL EXISTING GRADE CONTOUR -360- MAJOR FINISHED GRADE CONTOUR -362- MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417831 IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN mNG NO C4.11 S 31 14 Z 11'l O M O O O O N Q J LM M M O O O 00 Ir- NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I O V , W F_ Q W J O U) rA03 o W W ]— N — 1.161 N /� �S p: P p v p 5. TC-366.07 P o .36 BC 365.57 p R / D/ .. �O o / P P — MIXED USE BUILDING A 366�' v v IENT m, i TAml s� • - �I�a �� 1I a ���� ��1r.=13&iH1��16Se:iliFSItAI� w w wTw w w w J TIC 366.28 (ME BC 365.78 (ME) TC 366.31 h BC 365.81 8+00 —Ss Ss SS Ss Ss SS sss Ss— NE SUNSET BOULEVARD (SR 900) t CNIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL 4 1 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION BY I DATE I APPR 7µi7 ­TC 366.32 (M BC 365.82 (ME) 9+00� y'pee ,p s2 S v v° 0 0 v v p b 0 p p z o � t= z F —ss Ss. o p z o � M �� V Y 6 lq3ff T4R� p4 N�•gA`o�N gay 36015th Avenue, Suite 1600 0 5 10 20 o�RACI3Tee�`{Q� Seattle, WA 98101 93(ONAL W6t' 3W.633.5822 1 inch = 10 feel 3/11/2022 www.kpff.com HAND III M"•AS NOTED a4°",L.HAD III °°' CITY OF ' FENTON AT l aFOP SZ11 DATUM � caw,w Planning/Building/Public Works Dept. IF NOT ONE INCH NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE p PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF CVO FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. r p O 3. STRUCTURAL FILL SHALL BE PLACED IN UNIFORM LAYERS NOT r EXCEEDING 12 INCHES IN THICKNESS AND COMPACTED TO A N MINIMUM OF 95% OF THE SOIL MAXIMUM DRY DENSITY L% ACCORDING TO ASTM D-695 (MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. 4. 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. to 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE M ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND p SECTIONS. O O 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND O MATERIALS. CV Q � 7. BUILDING FINISH FLOOR ELEVATIONS ARE SHOWN FOR J REFERENCE ONLY. SEE ARCHITECT'S PLANS FOR FINAL ELEVATIONS. 9. CONTRACTOR SHALL VERIFY EXISTING GRADES AND NOTIFY ENGINEER OF ANY DISCREPANCY PRIOR TO CONSTRUCTION. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. CM LEGEND: m M O - - PROPERTY LINE/ROW LINE pp 00 - ROW CENTERLINE v CONCRETE WALL d EXISTING GRADE CONTOUR —360— MAJOR FINISHED GRADE CONTOUR —362— MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417832 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING % MSi000 04/07/209 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN OWNING NO C4.12 32 14z Go 7 0 V LU H Q W J O fn CURVE Q I FL EL PC STA. 9+29.67, 53.00' LT 1365.51 1/2 365.54 PRC STA. 9+37.23, 54.48' LT 365.57 d= 2212'31" R= 20.00' L= 7.75' CURVE Qs FL EL PRC STA. 9+37.23, 54.48 LT 365.57 1/2 365.59 PT STA, 9+69.292 42.00LT 365.61 A= 8658'25" R= 25.00' L= 37.95' CURVE © FL EL PCC STA. 9+55.58, 32.75' LT 1365.80 1/2 365.78 PT STA. 9+52.46, 26.40' LT 365.78 d= 12419'24" R- 4.00' L= 8.68' NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C4.14 FOR CONTINUATION D/ MIXED USE D D 6 BUILDING A 0 o D + D D IS J� �'7 F / 3 J/ 3 v v - -vim v-/ .� � ., v _ � s' o j v '/ .GRADING v - v- o v - o C4.29 ENLARGEROT_ Ss SIC S IS Aj 17 D w o 5 .- - p�P - P a -P LICI W -W�W -W W---WO -W W µ W. NoO pE SSTq `�FP eL H 1i> 3 s CURVE Q FL EL PC STA, 9+70.74, 38.94' LT 365.61 1/2 365.66 PT STA. 9+89.41, 27.47' LT 365.70 d= 66'25'19" R= 20.00' L= 23.19' CURVE ® 1 FL EL PC STA. 9+39.39, 41.00' LT 365.67 1/2 365.73 PCC STA, 9+55.58, 32.75' LT 365.80 A= 54'01'11" R= 20.00' L= 18.86' L2 FEE 366.33' 14P . D D. o� P -DP 6 D P O D o P p i o + E/ +l \\ .. . ._ i cco y 10+00 oy�� yss- __ m T NE SUNSET BLVD t CNIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL 4 1 CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION \ � I Ah BY I DATE I APPR mil Nis oo 6 O2 oy yQ � oyg O. V 0 e =p o� A Oq 9S 9Q O T4R� 04 NAo�N "*) gay INI 5th Avenue, Suite 1600 0 5 10 20 o�RACI3Tee�`{Q� Seattle, WA98301 93(ONAL W6t' 3N.633.5822 1 inch = 10 feel 3/11/2022 www.kpff.com M". AS NOTED a4`°"n HAD II °°' CITY OF ' FENTON AT FOP l aE SZ11 DATUM � caw,w Planning/Building/Public Works Dept. IF NET ONE INCH NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. 3. 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. 4. 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. 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 7. 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. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. LEGEND: - - PROPERTY UN LINE - ROW CENTERLINE v CONCRETE WALL ------ EXISTING GRADE CONTOUR -360- MAJOR FINISHED GRADE CONTOUR -362- MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417833 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN SmI OWNING NO C4.13 33 14z O N O O O 1 N Aw O M O O O O N Q J CM M M O O O 00 .1 00 v 0 V W H Q LU J O Cn MIXED USE BUILDING A L2 FFE 366.33' OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C4.07 FOR CONTINUATION � II 0 yap I ° �s I. p O Ll FFE C 4 1. 355.83- ° 2 ° �1.5% (TYP). x I N i _______1 r__----, p ° . TC V6.64� A �B BC 36§:14 eQ p ".9 O p IC°305.95 Ai BC 365.45 o '' ° rr L2 FFE ° p mom mom mom mom mom mom eel. ,? 36 p °Hill . ° • TC 364.8 p��5 W ° ° p BC 364.39 p - . ° e t«` i X //Cti «/ x w0sw L1 FFE 361.36' TW 366.83 L2 FFE 366.33' 566.17 K I --MEN 114 'Fit i _ I�I ,f•f 41 <� 363.24 p I /d 1 �6' GRADING #c� 1 'ENLARGE 79 1 I Ni 0 MEN MEN MEN MEN MEN era MEN mom mom EMM-iii _...�`C`'alA EY PLAN �%� Call8two business dl NITS before you dig N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CNIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR �, Ll FFE 355. 1 p 355.83' ° x cal p �n p � - ❑O- I I I fl ««# I I I II ««\1 fiiy< of 1 e� MEN' b I < « i 14l 04 � IIIIIIII Ste— �, wm 1� �n I f— ]ZII I� II J >' �m m5ul n�m�r i � o 3 1 S6\Core SS 183 N01 °09'28"El? 34.49' KIRI�CAND AVENUE NE os 1 / os/ M—M El�\ M o M— � Y 3 kpff Z T4R� ill AA tA gay 36015th Avenue, Suite 1600 0 5 10 20 o�RAC1e.�°`{Q� Seattle, WA 98101 93(ONAL W6t' 3W.633.5822 1 inch = 10 feel 3/11/2022 www.kpff.ci M". AS NOTED ga°"L. HAD Irma °°' CITY OF ' RENTON AT li l SZ11 DATUM � caw,w Planning/Building/Public Works Dept. IF NOT ONE INCH NOTES: 1. ALL EARTHWORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PROJECT GEOTECHNICAL REPORT PREPARED BY EARTH SOLUTIONS NW, LLC, DATED JANUARY 29, 2018. 2. SUBGRADES SHALL BE OBSERVED AND TESTED BY THE PROJECT GEOTECHNICAL CONSULTANT PRIOR TO PLACEMENT OF FILL, BASE COURSES, OR FOUNDATION FORMS AND REINFORCING. 3. 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 Al D-695 (MODIFIED PROCTOR). THE PROJECT GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE THE PREPARED SUBGRADE PRIOR TO FILL PLACEMENT. 4. 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. 5. ROADWAY CONTOURS ARE SHOWN HERE FOR REFERENCE. SEE ROAD AND STORM DRAINAGE PLANS FOR ROAD GRADING AND SECTIONS. 6. REFER TO LANDSCAPE PLANS FOR WALL TYPES AND MATERIALS. 7. 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. 10. REFER TO GRADING ENLARGEMENTS FOR CURVE DATA. LEGEND: - - PROPERTY LINE/ROW LINE - ROW CENTERLINE v CONCRETE WALL - - - - - - EXISTING GRADE CONTOUR —360— MAJOR FINISHED GRADE CONTOUR —362— MINOR FINISHED GRADE CONTOUR EXISTING TREE TO BE PROTECTED R-417834 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msimo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING PLAN sal OWNING NO C4.14 34 14z Z Ll O M O O O O N Q J M M M O O O , 00 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 NET I O v 0 W F- LU J O L7 D v 17 k----------E-� ---------- -------------------1 5.9% 11+00 JEFFERSON AVENUE NE - _- -. - - -. - - - - P Ss 14 _ y _._----___ �_y__.__-----_ D � D �> D 0 CURVE QQ 1 FL EL PC STA. 10+62.24, 9.87' LT 340.24 1/2 340.09 PRC STA. 10+73.01, 12.93' LT 340.12 A= 30'56'27" R= 20.00' L= 10.80' CURVE I FL EL PRC STA. 10+73.01, 12.93' LT 1 340.12 1/2 340.21 PT STA. 10+83.65, 16.00' LT 340.26 A= 32008'33" R= 20.00' L= 11.22' CURVE a FL EL PC STA. 11+03.63, 16.00' LT 1340.68 1/2 340.81 PRC STA. 11+41.16, 13.00' LT 340.96 A= 31'47'18" R= 20.DO' L= 11.10' CURVE 4 FL EL PRC STA. 11+14.160 13.00' LT 340.96 1/2 341.11 PT STA.11+24.70, 10.00' LT 341.24 A= 31'47'18" R= 20.00' L= 11.10' NOTES: 1. REFER TO HORIZONTAL CONTROL PLANS FOR DRIVEWAY AND CURB RAMP LOCATIONS. CURVE QQ FL EL PC STA. 11+45.58, 10.00' LT 341.68 1/2 341.78 PRC STA. 11+56.12, 13,00' LT 341.84 A= 31'47'18" R= 20.00' L= 11.10' CURVE Qa FL EL PRC STA. 11+56.12, 13.00' LT 341.84 1/2 341.90 PT STA. 11+66.66, 16.00' LT 342.00 A= 31'47'18" R= 20.00' L= 11.10' CURVE pQ FL EL PC STA. 10+62.71, 10.28' RT 340.33 1/2 340.19 PRC STA. 10+73.34, 13.14' RT 340.18 A= 31'55'3Y R= 20.D0' L= 11.14' CURVE Qe FL EL PRC STA. 10+73.34, 13.14' RT 340.18 1/2 340.30 PT STA. 10+83.659 16.00' RT 340.76 A= 31'02'16" R= 20.00' L= 10.83' CURVE s FL EL PC STA. 11+26.35, 16.00' RT 341.16 1/2 341.29 PRC STA. 11+36.89, 13.00' RT 341.44 A= 31'47'18" R= 20.00' L= 11.10' CURVE m FL EL PRC STA. 11+36.89, 13.00' RT 341.44 1/2 341.59 PT STA.11+47.42, 10.00' RT 341.72 A= 31'47'18" R= 20.00' L= 11.10' CURVE n FL EL PC STA. 11+68.29, 10.00 RT 342.15 1/2 342.26 PRC STA. 11+78.83, 13.00' RT 342.32 A= 31'47'18" R= 20.D0' L= 11.10' CURVE Q FL EL PRC STA. 11+78.83, 13.00' RT 342.32 1/2 342.38 PT STA. 11+89.36, 16.D0' RT 342.48 A= 31'47'18" Call 811 1, • business days before you dig N0. FUTURE BLOCK C 0 m p � It JEFFERSON AVENUE NE GRADING ENLARGEMENT 1 SCALE: 1" = 5' C4.00 CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR uq L7 N O T O O , N U - to O co O O O O N Q C R-417835 IN COMPLIANCE WITH CITY OF RENTON STANDARDS .� win ro N DEVELOPMENT ENGINEERING O lcpff I msippo 04/07/2022 gay 36015th Avenue, Suite 1600 0 2.56�- RAR, gA'L'ISTBe{4� Seattle, WA 98101 1 inch = 5 feel ONAL 306.622.5811 3/11/2022 etww.kpff.cam M„AS NOTED °Z°"`�"HAD '°"^"' CITY OF SOLERA 2842 NE SUNSET BLVD °°®°"' ' RENTON �� DnruM RENTON, WA 98056 d Planning/Building/Public Works Dept.C`r,20 IF NOT ONE INCH "" "`°'"""` CURB RAMP AND DRIVEWAY DETAILSCEI , 35 14, LM M M O O O 00 .1 00 7 n a 0 29 Q d p � W J O 07 17 p Cl P( PF A C( PF 1/ Pl A= a P( 1/ 1/ 3 P( � A. - NOTES: 1. REFER TO HORIZONTAL CONTROL N PLANS FOR DRIVEWAY AND CURB RAMP LOCATIONS. 0 0 D V 0 2.5 5 10 1 inch = 5 teat NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. p p IV 51 L. sus o l 1 35 . 0 Y- k ao 1 +� 0000 ° 1k% k 40, ° d 4 .w Iza p S$ p° o° 14 S>. °o_ a ? 0 p p I 7 17+00 -JEFFERSON AVENUE NE p �. p I 1�7 p S p � r -�X 3 p _I'7 �.o - 8 0000.00 o, so, p CVg 17 ate/ SAN a p o00 - oo�- O� W '7 Z 1 0 IMF �o i O 1\ k0 s p I V a &Q '�sv u l o DN � p sv p no )2 1 1 O JEFFERSON AVENUE NE & NE 11TH STREET V p n III CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMI TAL • twa business days before you dig N0. REVISION A BY I DATE I APPR LA CURVE © FL EL PC STA. 22+86.25, 16.00' LT 353.10 1 /2 352.99 PRC STA. 22+75.72, 13.00' LT 352.92 A= 31'47'18" R= 20.00' L= 11.10' CURVE 07 FL EL PRC STA. 22+75.72, 13.00' LT 352.92 1/2 353.08 PCC STA. 22+65.18, 10.00' LT 353.25 A= 31'47'18" R= 20.00' L= 11.10, CURVE Oa BOC EL PCC STA 22+65.18, 10.00' LT 353.25 1/4 353.48 3/4 353.87 PCC STA 22+40.18, 35.00' LT 354.11 A= 90'00'00" R= 25.00' L= 39.27' CURVE O FL EL PCC STA. 17+32.340 10.00' RT 354.11 1/2 353.81 PRC STA. 17+42.87, 13.00' RT 353.53 A= 31'47'18" R= 20.00' L= 11.10' CURVE tD FL EL PRC STA. 17+42.87, 13.00' RT 353.53 1/2 353.54 PT STA. 17+52.41, 16.00' RT 353.58 A= 31'47'18" R= 20.00' L= 11.10' CURVE a FL EL PC STA. 17+53.41, 16.00' LT 353.58 1/2 353.54 PRC STA. 17+42.87, 13.D0' LT 353.53 A= 31'47'18" R= 20.00' L= 11.10' CURVE t© FL EL PRC STA. 17+42.87, 13.00' LT 353.53 1/2 353.81 PCC STA. 17+32.34, 10.00' LT 354.11 A= 31'47'18" R= 20.00' L= 11.10' CURVE to BOC EL PCC STA. 17+32.340 10.00' LT 4.11 353.87 1 /2 353.66 3/4 353.44 PT STA 17+07.349 35.00, LT 353.23 A= 90roo'00" R= 25.00' L= 39.27' CURVE a BOC EL PC STA. 16+87.34, 35.00' LT 353.23 1/4 353.19 3%4 353.10 PT STA 16+62.34, 10.00' LT 353.06 A= 90'00'00" R= 25.00' L= 39.27' CURVE t5 FL EL PC STA. 16+47.73, 10.DO' LT 352.20 1/2 352.07 PRC STA. 16+37.19, 13.00' LT 351.92 A= 31'47'18" R= 20.00' L= 11.10' CURVE 9 FL EL PRC STA. 16+37.19, 13.00' LT 351.92 1/2 351.77 PT STA. 16+26.66, 16.D0' LT 351.64 A= 31'47'18" R= 20.00' L= 11.10' GRADING ENLARGEMENT 2 SCALE: 1" = 5' C4.01 p R-417836 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 p 9�49 36015th Avenue, Suite 1600 o�RACi3T8e�`{Q� Seattle, WA 98101 93(ONAL3N.6II.5622 3/11/2022 www.ltpff.cam HAND III AS NOTED a�°"`�"HAD '°"^"' CITY OF SOLERA RRI 2842 NE SUNSET BLVD "' RENTON �� DnruMAff RENTON, WA 98056 Planning/B�lding/Public Woks Dept.IF NOT ONE INCH mC4.21 "" "" `°'°"` CURB RAMP AND DRIVEWAY DETAILS 36 14. 0000 7 O V W F- LU J O 07 NOTES: 1. REFER TO HORIZONTAL CONTROL PLANS FOR DRIVEWAY AND CURB RAMP LOCATIONS. NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 35642 \\'%s 356.28/ JEFFERSON AVENUE NE GRADING ENLARGEMENT a: 0 2.5110 SCALE: 1" = 5' C4.01 1 inch = 5 feet Call 811 • two business days before you dig N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR D III AS NOTED RIZCN'�L. HAD 1'°°n°°' OKIDATUMAT IN EZEE CURVE Qt FL EL PC STA. 20+43.0% 16.00, LT 355.87 1/2 355.86 PRC STA. 20+53.63, 13.00' LT 355.87 A= 31'47'18' R= 20.00' L= 11.10' CURVE Qs FL EL PRC STA. 20+53.63, 13.00' LT 355.87 1/2 355.89 PT STA. 20+64.16, 10.00' LT 355.86 A= 31'47'18' R= 20.00' L= 11.10' CURVE QQ FL EL PC STA. 20+81.64, 10.00' LT 355.71 1/2 355.64 PRC STA. 20+92.18, 13.00' LT 355.53 A= 31'47'18' R= 20.00' L= 11.10' CURVE QQ FL EL PRC STA. 20+92.18, 13.00' LT 355.53 1/2 355.43 PT STA. 21+02.71, 16.00' LT 355.34 A= 31'47'18' R= 20.00' L= 11.10' CURVE Q9 FL EL PC STA. 20+27.36, 16.00' RT 355.91 1/2 355.91 PRC STA. 20+37.89, 13.00' RT 355.94 A= 31'47'18" R= 20.00' L= 11.10' CURVE Q FL EL PRC STA. 20+37.89, 13.00' RT 355.94 1/2 355.97 PT STA. 20+48.43, 10.00' RT 355.96 A= 31'47'18" R= 20.00' L= 11.10' CURVE Q7 FL EL PC STA. 20+70.451 10.00' RT 1/2 PRC STA. 20+80.98, 13.00' RT #1110, A= 31'47'18" R= 20.00' L= CURVE I FL EL PRC STA. 20+80.981 13.00' RT 355.65 1/2 355.56 PT STA. 20+91.52, 16.00' RT 355.48 A= 31'47'18' R= 20.00' L= 11.10' lq3ff 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5611 w Jcpff.cam =a CITY OF ' FENTON viav Planning/Building/Public Works Dept. R-417837 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msi000 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 CURB RAMP AND DRIVEWAY DETAILS 141 OWNING NO C4.22 37 14z O N O O O i N Z L0 O M O O O O N Q J LM M M 0 O O 00 T 00 v O v W F- LU J O Tn CURVE pt EL EL PC STA. 21+22.71, 16.00' LT 355.09 1/2 355.07 PRC STA. 21+31.410 14.01' LT 355.08 A= 2591 R= 20.00' L= 9.00' CURVE QP EL EL PRC STA. 21+31.41, 14.01' LT 355.08 1/2 355.26 PCC STA. 21+50.130 14.71' LT 355.63 A= 55'51'13" R= 20.00' L= 19.50' CURVEQ3 BOC EL PCC STA 21+50.13, 14.711 LT 355.63 1/4 355.67 3/4 355.56 PT STA 21+67.59, 45.D0' LT 355.47 A= 5955'26" R= 35.00' L= 36.61' CURVE QQ FL EL PC STA. 21+11.52, 16.00 RT 355.22 1/2 355.16 PRC STA. 21+22.051 13.00' RT 355.15 A= 31'46'18" R= 20.00' L= 11.10' CURVE © A. EL PRC STA. 21+22.05, 13.00' RT 355.15 1/2 355.16 PCC STA. 21+32.59, 10.00' RT 355.16 A= 31'46'18" R= 20.00' L= 11.10' CURVE© BOC EL PCC STA. 21+32.59, 10.00' RT 355.16 1/4 355.24 3/4 355.54 PT STA 21+67.59, 45.00' LT 355.68 A= 90'00'00" R= 35.00' L= 54.98' NOTES: 1. REFER TO HORIZONTAL CONTROL PLANS FOR DRIVEWAY AND CURB RAMP LOCATIONS. NW 1/4 OF THE 0 a�. Vol 0 1/4�fUVD THE NE 1/4 OF THE NW 1/4 SECTION 9, in 0 3.2% o o 2.4$ " 00 ao56g - V- 25' \ a/ / 4 O / / r � / Sod 9.4 � 00000- / N j 5 \ F \ Call 811 • two business days before you dig N0. WNSHIP 23 NORTH, RANGE 05 E/ h \ x. \ o � sa \ JEFFERSON AVENUE NE & NE 12TH STREET GRADING ENLARGEMENT i4i Crdl F- 1" = 5' rd ni CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION 0 2.5 5 10 1 inch In 5 teat BY I DATE I APPR R-417838 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 gay 36015th Avenue, Suite 1600 o�RACI3T8R�`{Q� Seattle,WA98101 93(ONAL ' 206.622.5611 3/11/2022 w Jcpffxorn HAND III S AS NOTED °Z°"�" HAD IIN ^°°' CITY OF SOLERA R2842 NE SUNSET BLVD ° ®"' FENTON �� DnruM RENTON, WA 98056 Planning/Building/Public Works Dept.C4,23 IF NOT ONE INCH SCALE"`° LY CURB RAMP AND DRIVEWAY DETAILS , 38 is O N O O O CV Z to O M 0 O O O N Q J CM M M 0 O O 00 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I O W F- LU J O U) NOTES: I CIVIL CONSTRUCTION PERMIT JON 03/12/21 JsF ZLN - rmnrn: wem III AVIIIIIIIIL 1. REFER TO HORIZONTAL CONTROL 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 09/03/21 JSF sc� AS NOTED P14Xf'LL "�O 1B8i21B°' CITY OF PLANS FOR DRIVEWAY AND CURB 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL TJP 01/12/22 JSF ' MDR/TJP , DCI.TTOAT RAMP LOCATIONS. Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF' KSA/JEPviav • n �I ,',•11�V 1 11`�I two business days 1—HIVE .T FU:L DATUM planning/Building/Public Works Dept. before you dig � ACC.«.. c NO. REVISION BY DATE APPR USE FL EL 4-65.32, 13.00' RT 350.66 1350.60 350.62 +56.18, 10.79' RT R= 20.DO' L= 9.49' FL EL +56.18, 10.79 RT 350.60 350.58 +40.64, 9.63' RT 350.56 R= 20.00' L= 16.01' BOC EL +40.64, 9.63' RT 350.56 350.65 350.72 350.81 -15.30, 28.89' RT 350.89 R= 50.00' L= 32.40' FL EL +27.91, 17.02' LT 350.89 350.97 +44.05, 15.11' LT 351.05 R= 20.00' L= 16.73' FL EL +44.05, 15.11' LT 351.05 351.07 +49.96, 16.00' LT 351.09 R= 20.DO' L= 6.00' FL EL +21.849 4.69' RT 351.03 351.05 +36.02, 10.35' RT 351.07 R= 20.00' L= 15.66' FL EL +36.02, 10.35' RT 351.07 351.05 +49.96, 16.00' RT 351.09 R= 20.00' L= 15.42' R-417839 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 CURB RAMP AND DRIVEWAY DETAILS SRI DRONING NO C4.24 39 14z O N O 1- 0 O N Z CM M M O O O 00 a A M M M O O O 00 MT LL .1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I O W F- LU J O C7 r-- I I I I I I I I I I I I I I I I I I I I I I a NOTES: 1. REFER TO HORIZONTAL CONTROL PLANS FOR DRIVEWAY AND CURB NRAMP LOCATIONS. NE 11TH STREET Call 811 • two business days before you dig I) N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR CURVE Q1 FL EL PC STA. 23+66.25, 16.00' RT 356.94 1/2 357.41 PRC STA. 23+76.799 13.00' RT 357.89 A= 31'47'18" R= 20.00' L= 11.10' CURVE ® FL EL PRC STA. 23+76.799 13.00' RT 357.89 1/2 358.40 PT STA. 23+87.32, 10.00' RT 358.94 A= 31'47'18" R= 20.00' L= 11.10' CURVE ® FL EL PC STA. 24+10.41, 10.00' RT 361.30 1/2 361.78 PRC STA. 24+20.92, 13.00' RT 362.14 A= 311 R= 20.00' L= 11.10' CURVE Qa FL EL PRC STA. 24+20.92, 13.00' RT 362.14 1/2 362.46 PT STA. 24+31.42, 16.00' RT 363.28 A= 3101 R= 20.00' L= 11.10' ti 0 2.5 5 10 mI 1 inch = 5 feet AS NOTED a�`°"'�L. HAD I'°°n°°' l OKAT n m" DATUMEEE lcpff 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 www.kpff.com ;� CITY OF ' FENTON viav Planning/Building/Public Works Dept. R-417841 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O rr ippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 CURB RAMP AND DRIVEWAY DETAILS 141 OWNING NO C4.26 41 14z O N O T O O 1 N Z O M O O O O N Q J CM M M O O O 1 00 .1 00 r\ Hit T I C)LU p i- p I W J O U) o p NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. � I -f-I� o C I I t k 4 I I I 5 d 0 1�7 Q p P' n ED `to p 4.0' 7V �+ 7.2' - 4.0' 7 p . 3 0 3 --- p EZ1 p o y�1.O% - .5% w o S 7.5% 1.5% o < o orl so 1.5% 2.0 N 7`5% x a p ,o �;7 Ctv �D '7 p C• I p p � D 3 6 d 0 D p D / - 8_ 0/ p 7 ut CURVE Q FL EL PC STA. 24+51.45, 16.00' RT 363.58 1/2 363.69 PRC STA. 24+61.13, 13.50' RT 363.81 d= 2857'18° R= 20.00' L= 10.11' CURVE Q FL EL PRC STA. 24+61.13, 13.50' RT 363.81 1/2 363.93 PT STA. 24+70.82, 11.00, RT 364.03 d= 2857'18° R= 20.00' L= 10.11' CURVE Q BOC EL PC STA 24+74.08, 11.00 RT 364.08 1/4 364.0 3%4 364.07 PT STA 24+84.08, 21.00' RT 364.06 d= 90'04'48° R= 10.00' L= 15.72' CURVE Q FL EL PC STA. 24+46.28, 16.D0' LT 363.94 1/2 364.D9 PRC STA. 24+55.94, 13.50' LT 364.22 4= 2841 R= 20.00' L= 10.11' CURVE Q FL EL PRC STA. 24+55.94, 13.50' LT 364.22 1/2 364.34 PT STA. 24+65.621 11.00' LT 364.44 d= 2857'18° Rem 20.00' Lem 10.1P CURVE Q BOC EL PC STA 24+74.14, 11.00' LT 364.D9 1/4 364.10 3/4 364.12 PT STA 24+84.14, 21.00' LT 364.14 d= 8955'12" R= 10.00' L= 15.69' CURVE QQ 1 FL EL PC STA. 24+96.07, 25.99' RT 364.26 1/2 364.40 PT STA. 25+06.07, 16.00' RT 365.04 4= 8955'12° R= 10.00' L= 15.69' CURVE Q FL EL PC STA. 24+96.14, 21.01' LT 364.26 1/2 364.36 PT STA. 25+01.14, 16.00' LT 364.46 d= 9041 Rem 5.00' L= 7.86' � Ko / � - Q Ko � � � � k e P PPpP P e P 364.23 ( 3 .8� ` ` -� - - p iME -�- - - - - - - -------- ----- --- MCC ✓-SO sr -SO- SO SD sD SD- -5D- SD -SD L NE SUNSET BOULEVARD (SR 900) R-417842 NE 11TH STREET & NE SUNSET BOULEVARD GRADING ENLARGEMENT a scnl c• 1" = R' n 11 NOTES: 1. REFER TO HORIZONTAL CONTROL Oak PLANS FOR DRIVEWAY AND CURB NRAMP LOCATIONS. OF 3 Call 811 • two business days before you dig NO. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O 0 z.5 5 10 msippo 04/07/2022 k sta47 �. 36015th Avenue, Suite 1600 1 inch = 5 feet o� ACISTBe `{Q Seattle, WA98101 93tONAL206.622.5811 3/11/2022HAND III www'kpTf.cam M„AS NOTED °Z°"`�"HAD '°"^"' CITY OF SOLERA RRI 2842 NE SUNSET BLVD ° ®"' FENTON �� DnruMAff RENTON, WA 98056 d Planning/Building/Public Works Dept.C`L 27 IF NOT ONE INCH "" "`°AC'"" CURB RAMP AND DRIVEWAY DETAILS, 42 14, O N O O O CV Z LO O M O O O O N Q J LM M M O O O 00 00 7 O V W F— LU J O U) a NOTES: 1. REFER TO HORIZONTAL CONTROL Oak PLANS FOR DRIVEWAY AND CURB NRAMP LOCATIONS. NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. o V7 CURVE 1Q BOC EL PC STA 1+75.49, 69.50' LT 352.46 352.49 3%4 352.55 PT STA 1+85.49, 59.50' LT 352.52 A= 90400'00° R= 10.00' L= 15.71' CURVI BOC EL PC STA 1+75.49, 42.50' LT 352.69 352.69 3%4 352.68 PT STA 1+80.49, 47.50' LT 352.65 A= 89'59'59" R= 5.00' L= 7.85' Call 811 • two business days before you dig N0. 11 D —L \ 000 00 00 cCI,L00 I NE SUNSET BOULEVARD (SR 900) I I 1 I I CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION p "1"1/ a p � D 17 D �D 1.5% - - p 00 00 0 00 1.3ro ZA, AV AVr I tl e CH717 S4HEET C4.0IC \\\\ NE SUNSET BOULEVARD GRADING ENLARGEMENT SCALE: 1" = 5' BY I DATE I APPR 1cpff 16015th Avenue, Suite 1600 o� dCI3TeR^"\{Q Seattle, WA 98101 W8(ONAL �' 2N.633.5822 3/11/2022 www.kpff.cam ME HAND III AS NOTED a4`°"'� "'°'°"n°°' CITY OF ' FENTON � viav � DATUM � caw,w Planning/Building/Public WorkIF NOT ONE INCH s Dept. R-417843 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 CURB RAMP AND DRIVEWAY DETAILS SRI OWNING NO C4.28 43 14z O N O 1- 0 O N Z CM M M 0 O O 0000 LL NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I O W F- LU J O C7 ------------ -----7 NE SUNSET BOULEVARD (SR 900) / a NOTES: 1. REFER TO HORIZONTAL CONTROL Oak PLANS FOR DRIVEWAY AND CURB NRAMP LOCATIONS. NE SUNSET BOULEVARD & KIRKLAND AVENUE NE Call 811 • business days before you dig 0 2.5 5 10 1 inch = 5 feet CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR AS NOTED a�`°"'�L. HAD I'°°n°°' �� DATUMIF NOT ONE INCH CURVE C BOC EL PC STA 80+19.38, 32.20' LT 365.65 1/4 365.61 1 /2 365.64 3/4 365.68 PCC STA 80+50.75, 10.51' LT 365.71 A= 66'00'30" R= 35.00' L= 40.32' CURVE (D I FL EL PCC STA. 80+50.759 10.51' LT 1365.71 1 /2 365.67 PRC STA. 80+61.85, 13.50' LT 365.59 A= 33'25'49" R= 20.00' L= 11.67' CURVE 0 FL EL PRC STA. 80+61.85, 13.50 LT 365.69 1/2 365.51 PT STA. 80+72.39, 16.50' LT 365.46 A= 31'46'16" R= 20.00' L= 11.D9' lcpff 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 v .Icpff.cam =a CITY OF ' FENTON viav Planning/Building/Public Works Dept. R-417844 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msiDDD 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 CURB RAMP AND DRIVEWAY DETAILS 141 OWNING NO C4.29 4 1 44z O N O 1- 0 O N A 11-1 O M O O O O N Q J CM M M O O O 00 MT LL e1 00 v O V W F- LU J O Tn CURVE QQ EL EL PC STA. 81+30.70, 16.50' LT 365.70 1/2 365.08 PRC STA. 81+41.340 13.34' LT 364.95 A= 3391 R= 20.00' L= 11.72' CURVE QY FL EL PRC STA. 81+41.34, 13.34' LT 364.95 1/2 364.84 PT STA. 81+50.980 10.50' LT 364.52 A= 30,948" R= 20.00' L= 10.50' NOTES: 1. REFER TO HORIZONTAL CONTROL PLANS FOR DRIVEWAY AND CURB RAMP LOCATIONS. NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 368N\� � KIRKLAND AVENUE NE CURVE Ia EL EL PC STA. 81+81.80, 10.50' LT 362.34 1/2 362.DO PRC STA. 81+91.440 13.34' LT 361.29 A= 30,948" R= 20.00' L= 10.50' CURVE ID FL EL PRC STA. 81+91.44, 13.34' LT 361.29 1/2 360.73 PT STA. 82+02.08, 16.50' LT 360.15 A= 3391 R= 20.00' L= 11.72' CURVE Q5 EL EL PC STA. 82+40.84, 16.50' LT 356.83 1/2 356.64 PRC STA. 82+51.33, 13.43' LT 356.42 A= 33013'29" R= 20.00' L= 11.54' CURVE ID FL EL PRC STA. 82+51.33, 13.43' LT 356.42 1/2 356.07 PT STA. 82+63.90, 10.95' LT 355.78 43'52" A= 38'R= 20.00' L= 13.52' Call 811 • two business days before you dig N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION CURVE BOC EL PC STA 82+63.90, 10.95' LT 355.37 332 27 3/4 355.21 PT STA 82+91.26, 45.00' LT 355.18 A= 7813'45" R= 35.00' L= 47.79' BY I DATE I APPR ►m / / m 9 �0 DI jsS 11 KIRKLAND AVENUE NE & NE 12TH STREET GRADING ENLARGEMENT SCALE 1" = q 5. kpff N�•T 0 25 5 10 k �49 �. 36015th Avenue, Suite 1600 o� AT'ISTBf. \{Q. Seattle. WA 98101 1 inch = 5 feet 9'SfONAL ' 2015,6==,5822 3/11/2022 www.lipTf.com HAND III M,. AS NOTED a4`°"'� "'°'°"n°°' CITY OF ' RENTON � viav � DATUM � caw,w Planning/Building/Public WorkIF NOT ONE INCH s Dept. R-417845 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msiDDO 04/07/20" SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 CURB RAMP AND DRIVEWAY DETAILS SRI OWNING NO C4.30 45 14z O N O O O N Z CM M M O O O , 00 .1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I O W F- LU J O C7 NOTES: 1. REFER TO HORIZONTAL CONTROL PLANS FOR DRIVEWAY AND CURB RAMP LOCATIONS. HARRINGTON PL NE & NE 12TH STREET GRADING ENLARGEMENT 13 SCALE: 1" = 5' Ca.01 Call 811 • business days before you dig CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION BY I DATE I APPR 0 25 5 10 1 inch = 5 feet AS NOTED a�`°"'�L. HAD I'°°n°°, DATUM AT Eu IF NOT ONE INCH CURVE C1 FL EL PC STA. 32+82.08, 13.00' RT 353.06 1354.01 1/2 353.46 PRC STA. 33+25.51, 3.08' RT A= 25'44'14" R= 100.00' L= 44.92' CURVE QQ BOC EL PRC STA 33+25.51, 3.08' RT 354.01 3%4 354.65 PT STA 33+57.28, 11.91' RT 354.90 A= 84'1 R= 25.00' L= 36.89' kpff 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 www.kpff.com CITY OF =a ' FENTON viav Planning/Building/Public Works Dept. R-417846 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msiDDO 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 CURB RAMP AND DRIVEWAY DETAILS mNG NO C4.31 S 6 1 44 O N O T O O , N Z CM M M O O O 00 MT LL e1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I n J. Q W J O U) o � o N e!7. pp o 7 p Oak 1 CIVIL CONSTRUCTION PERMIT JON 103/12/211 JSF 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JSF ZLN 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 01/12/22 JSF owu MDR/TJP Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMI TAL Tip 03/11/22 JSF CROWN, KSA/JEP M NF two business days before you dig `aM"@ N0. REVISION BY DATE APPR w^n+m' AS NOTED HAND III a4`"°"`'�'L."'°'°"n°°' CITY OF ' RENTON � vjw � DATUM � caw�w Pla nnmg/Building/Public Works Dept. IF NOT ONE INCH NOTES: 1. REFER TO C5.41 FOR VEHICLE PAVEMENT THICKNESS AND SUBGRADE COMPACTION REQUIREMENTS. 0 N O 1- 0 O N A y LEGEND: M 0 — — PROPERTY LINE/ROW LINE Op 00 ROW CENTERIJNE 1— CONCRETE PAVEMENT d v V REINFORCED PANEL #4 ® 16" O.C. ISOLATION JOINT CONTROL JOINT 5 10 = 5 feel R-417847 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msiDDO 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 JOINTING PLAN SMEEM DRONING NO C4.40 47 14z NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M � T LU � v° ° N ° O CORRETE PANEL n. N C4b42 (TYP) D v _ ISOLATION JOINT CONTROL JOINT ° C4.43. AROUND STNUOIURES v v I W n- - n v v n IS, n - - - - C4.4 (TYP) 9 v- D. n J I: I D E. -n125 D v - w x v v o .a n, w - HN- n D n b y v v D o n - n b v nv v fWi1 O � VT g lii fr \\ v on 'ov D 6 by n D n v v vDv�- o v n D = co T ei� �\ v v - b n / k 4�f`e\.k .!\ o n n n D' v v D v - n v D by -n v n '12 O 0 -n >n np v v a pp .11 �.w v D b n v- - N k k ISOLATION JOINT THIN Poor ..r C4.42 (THYP) J ED SOSD-sD sD sD sD Sn Sn sD SD—Su- -w- sD \ /...I (JE SUNSET ILILEVARD SR 9Ow0�—w w w w w i w w w wt—w w w w � I � i / F I _ cf) tie M b - o. M ' Ip O 00 If I CL° n. _ - IL ° D b 3 'CONCRETE PANEL y- v - b- b D - b IL. - v . C4.42 (TYP� v b b b n D 2 CONWOLbJ01NT D Db o C C4.4R (TYP)' a v b � w1 v 1x%11. V> 1 U a N D b Win. b b Ob .n o DO4 v ��n. Db. b v b H o END - v v v b b - - ri v p , D v w F a ct V; v_ D n b D n v _ b o g b a v o v b v b t.i c b v. v VT D v v v x . \k ` .� CJ 1 ISOLATION JOINT n \ � C4.42 (TYP) £D SD SD SD SD SD —SD SD SD 5 SD SD SDLt �SD SD SD k a NE WNSET BOULEVARD (SR 900)1 1 -w w w —w �w Vyw wow w % w `=mow w w i w w w wTw -w wI-�vw LEGEND:IY V I C J R_417848 — — PROPERTY LINE ROW LINE 1. REFER TO C5.41 FOR VEHICLE PAVEMENT THICKNESS AND / IN COMPLIANCE WITH CITY OF RENTON STANDARDS SUBGRADE COMPACTION REQUIREMENTS. $Dox.AsyFFd - - ROW CENTERLINE wQ'o`"' A G �1 w o N DEVELOPMENT ENGINEERING CONCRETE PAVEMENT V mSippo 04/07/2022 O o v v s9e<v 36015th Avenue, Suite 1600 o�RdCISTeR�`{Q� Seattle,WA98101 REINFORCED PANEL #4 0 16" 0 59efONAL 205.622.5822 O.C. 1 inch = 10 feel 3/11�2022 www'kpTf.cam Oak 1 CIVIL CONSTRUCTION PERMIT JDN 03/12/21 JSF rk wem 1969 CATE ISOLATION JOINT 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 09/03/21 JSF ZLN M,. AS NOTED P1E°NC'LL N.m 1B8i21B°� C�IT�YT OF T SOLERA 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL TJP 01/12/22 JSF owu MDR/TJP ME , n 1''1V rrO1V 2842 NE SUNSET BLVD memN' CONTROL JOINT , Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JSF ouxe KSA/JEP K I", 11 1`I RENTON, WA 98OrJ6 (� q q y�twobusinessdays ON@MNF L DATUM planning/Building/Public Works Dept. m 4.Y l before you dig B NO. REVISION BY DATE APPR USE s'"ELLOAD"`LY JOINTING PLAN sma 48 144 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I O W I— P ■ iiian.�_ oaoeao nxaa0000ainei ooaaooa0 iii Iaaooaeoocaae Ioaoonnoauaa Iaae000aoauau� I000aa000nl Ieaaaaaaaaalaa anal oeaaiiii iii veroana oouao -o9ooa voaao o,eooa y vaoa Hmmem \aa v w V P 3 NFCONCRETE PANEL P D P - o v 2 CONTROL JOINT _ (TYP) 7 17 o P p p - — (TYP) v v v P� v P °p o p P P� p P pP' P pP P P pP pP p. -p Q 1C, v v pp. p - O P 1 ISOLATION JOINT — (TYP) v.w __..__.w w w ww Tw 1/4" x 1/3d PREMOLDED JOINT FILLER OR SAW AND FILL WITH JOINT SEALANT JOINT SEALANT 1° 7 J 3/4" x FULL DEPTH SEE NOTE 1 J I CONCRETE PAVEMENT PREMOLDED JOINT FILLER NOTES: CONCRETE PAVEMENT J 1. CONSTRUCTION JOINTS SHALL BE CONSTRUCTED PER THIS DETAIL EXCEPT THAT FORMS SHALL BE USED TO CREATE SMOOTH VERTICAL PAVEMENT PANEL EDGE. LEGEND: — — PROPERTY LINE/ROW LINE ROW CENTERLINE CONCRETE PAVEMENT REINFORCED PANEL #4 0 16" D.C. ISOLATION JOINT CONTROL JOINT NOTES: 1. REFER TO C5.41 FOR VEHICLE PAVEMENT THICKNESS AND SUBGRADE COMPACTION REQUIREMENTS. Call 811 • two business days before you dig N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D 1557 (MODIFIED PROCTOR) T4R� 04 xAo�N gay 36015th Avenue, Suite 1600 0 5 )10 20 °Aq tsr �`{4� Seattle, WA 98101 EAL 206.622.5811 1 inch = 10 feel 3/11/2022 www.apff.com HAND III M,. AS NOTED a4`°"'� HAD III CITY OF ' RENTON AT FOP SZ11 DATUM � caw.w Planning/Building/Public Works Dept. IF NOT ONE INCH 6" CSBC R-417849 IN COMPLIANCE WITH CITY OF RENTON STANDARDS rim, 1Z1y1?ZaYxa SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 JOINTING PLAN AND DETAILS 141 OWNING NO C4.42 49 14z Z O M O O O O N Q J CM M M O O O 00 MT LL Nis NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 T I O W LESS THAN RECTANGULAR FRAME 4'-0" (COMBINATION INLET SHOWN) FACE OF FACE OF Q CURB mg FACE OF CURB ❑ CURB � ISOLATION z 4'-0" ISOLATIONJOINT - LU PAD f OR MORE FACE OF CUR JOIN PREMOLDED ER .J 1, 1 1 - ON FTYP.)4" R 0 7. O, / 0 o // // / ISOLATION JOINT— ISOLATION JOINT— ISOLATION JOINT— / /// 3/4" PREMOLDED PAVEMENT JOINT 3/4" PREMOLDED PAVEMENT JOINT 3/4" PREMOLDED / PAVEMENT JOINT JOINT FILLER JOINT FILLER JOINT FILLER PAVEMENT / // TIE BAR— # 5 BAR, JOINT(TYP.) / // 30"LONG comcO400Vv1 A 60HOOncH 0 EDGE OF SHOULDER COHB570om 6 / SPACING = 6" O.C. (SHOULDER USE ONLY) comcff a *Ow IRCULAR FRAME LESS 4' - 0" OR MORE CIRCULAR THAN FRAME RECTANGULAR FRAME 4'-0" TIE BAR- / # 5 BAR, 30" LONG / / TIE BAR - # 5 BAR, 30" LONG SPACING=6"O.C. / / / SPACING=6"D.C'IIISOLATION JOINT - i PAVEMENT 3/4"PREMOLLED ® FACE OFCURB / JOINT JOINT FILLERUSUAL ISOLATIONJOINT- ISOLATIONJ)INT- 7• JOINT 3/4" PREMOLDED FACE OF 3/4" PREMOLDED O'TRACK JOINT FILLER CURB JOINT FILLER ISOLATIPAVEMENT3/4" PJOINT (TYP.) ADJUSTED PAVEMENT JOINT FILLER �p 5� nn TIE BAR- JOINT COOH10011fIIOINJ H #5 BAR, 30"LONG RECTANGULAR SPACING = 6" O.C. FRAME PAVEMENTJOINT (TYP.) M07E cQmB7]0H Im OONDRY]OH F COMBOTI a ALL CONDITIONS ARE SHOWN IN PLAN VIEW. a Oak PAVEMENT JOINT(TYP.) I I I CIRCULAR - LESS FRAME THANI IIIIIIIIIII 'I IIIIIIIIIIIII I / IIIIIIIIIII JOINT p, TRACK I I ISOLATION JOINT - 3/4"PREMOLDED JOINT FILLER I I 4'-0" OR LESS ISOLATION JOINT - 3/4" PREMOLDED JOINT FILLER IIIIIIIIIII I IIIIIIIIIIIII USUAL JOINT �i �, IIIIIIIIIII TRACK(TYP.) O, CIRCULAR FRAME I I I I ADJUSTED PAVEMENT JOINT (TYP.) CCMP0710H 0 PAVEMENT JOINT (TYP.) PAVEMENT ISOLATION JOINT DETAIL AROUND STRUCTURES WI STD PLAN A-40.15-00 NTS Call 811 • two business days before you dig I) N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR la"L1ky,I� C OON �IIIfNJ lq3ff 16015th Avenue, Suite 1600 o� dCI3TeR^"`{Q Seattle, WA 98101 93tONAL ' 305.632.5811 3/11/2022 www.kpff.com ME HAND III AS NOTED a4`°"'= HAD III CITY OF ' RENTON IOKVaff I DATUM �AT n caw�w Planning/Building/Public Works Dept. IF NOT ONE INCH R-417850 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 JOINTING DETAILS SRI OWNING NO C4.43 50 14" O N O 1- 0 O N Z LM M M O O O 00 00 T \ o \V � LU sf I 0 CONNECT TO EXISTING L �Fti STORM STRUCTURE IN NE 10TH STREET W J %a '�Fo°vim I ° oo� fp 00 C 10+00 pti � ; %�y 9 �3 'gym Ci° J q F 6 �c 290 Z 0 W N dod CONNECT TO EXISTING STORM STRUCTURE IN_ - NE 10TH STREET 002� a + PROPOSED SUNSET SHELL oc w '� C-STORE REDEVELOPMENT ss'°s p SHOWN FOR REFERENCE ONLY o<0 o W W 2 S F g LEGEND: - - PROPERTY LINE - - ROW LINE 8 ROW CENTERLINE PROPOSED ASPHALT PROPOSED CONCRETE —Soso— STORM LINE ■ Q CATCH BASIN E • CLEANOUT NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. e s .. o m a v y 1 g �� IC v� CONNICY TO` EXISTING o. °i ON '^c," ��. rP s P ° 2 -- m IN a Y, 000 - o v oQ c HARRINGTON PLA RE NE R 0 STORM STRUCTURE ti s CE �� - �_" _ HARRINGTOtd — ' '2oP^°o y32+00 T--33+00 �O 1+00 2+00 FUTURE BLOCK C UNDERGROUND INFILTRATION FACILITY SERVING BUILDING B ROOF RUNOFF ROOF DRAIN CONNECTION CURB 360 MAJOR FINISHED GRADE 362 MINOR FINISHED GRADE r am• 1�: ' :� BIORETENTION PLANTER k.4 J CURB INLET BIOPOD ® Call 811 • two business days before you dig N0. STUB AND CAP UTILITIES FOR FUTURE EXTENSION ROOF DRAIN CONNECTION MIXED USE BUILDING B ROOF DRAIN CONNECTION CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAF REVISION 5+00/ 1 `k` - 5+00 BY I DATE I APPR II a FUTURE BLOCK D — STUB AND CAP UTIUTIES FOR FUTURE EXTENSION ` CONNECT TO EXISTING �0^ m STORM STRUCTURE IN NE 12TH STREET ,. �F� 015011k �Yl �1 0=70, 1 1' / Y.—s�.faYas�raal'A/_�0)819V� 1 ROOF UNOFF ROOF DRAIN 1 BIORETENTION BUILDINGSERVING ROOF RUNOFF ROOF DRAIN MIXED lISE / 1 1 BUILDING ROOF DRAIN CONNECTION / BIORETENTIONO SERVING BUILDING A� ROOF RUNOFFF� , ,11 K :lne r1TiiAR`•• — ifJ -F �yy� WIN� �lgllLauF tea@ 11 !1 1 11 0 N O O O N Z CONNECT TO EXISTING STORM STRUCTURE IN In NE 12TH STREET O M O O O °04 w �ss ss �w W w W �o R-417851 IN COMPLIANCE WITH CITY OF RENTON STANDARDS /� 4�a py wA,ay��Ed SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah04/01/2022 � msippo04/07/2022 O 0 25 50 100 gay 15Pff o�Rd'cIST8R6•`{Q�' Seattle. WA 98101 1 inch = 50 feet 93tONAL 206.622.5811 3/11/2022 w kpff.c°m M". AS NOTED RIZ"`"""°INn/Im' CITY OFSOLERA 2842 NE SUNSET BLVD °°®°" RENTON ' ' �� DnruM RENTON, WA 98056 Planning/Building/Public Works Dept.C5,�0 "` • ROAD AND STORM DRAINAGE OVERVIEW 51 4, M Ch M O 0 0 00 III 0 V W H MQ LL W J O Tn 355 350 345 340 335 330 325 320 315 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TIC 1 FUTURE PHASE TO B CLEARED AND GRADED AND STABILIZED 0 LY I CB #1A 12" SD STUB IE - 333.72 M RIM=340.59 r - - - EXTEND AND CAP STORM 5' �s,�mF,VV 8" IE OUT=335.59 BEYOND PROPERTY LINE FOR CB #4A ))rt. I FUTURE PHASE 2 EXTENSION. CB N1 11+00 _ W Ss_ y r r all�- Fill 53 LF 8" D.I. ® 4.87% m+ar�umuia_ _^- i .. a� Ell Feel oil llwo DRAIN #1 r -1 r, 8' IE INI II�II�I D.I.rr LF . D.I. DO% r UTml (NW) DRAINAREA AREA r• r, '' :rr f r : rr 1RSON AVENU ss- CB #4B RIM=344.68 8" IE OUT=341.73 MIXED USE BUILDING B IF 23 NORTH, RANGE 05 EAST, W.M. C5.40 r r - + o vi U N w 141��w Z W J y, Z N U ®11a6� r _IIIII)�Illi� + .1. o C LEI ON F a EXISTING GRADE AT CE OF ROAD 6° WTI XING STA. 12+36 66 _ - 2.09X a W a w w PROPOSED GRADE AT CL OF ROAD EL=338.56 ----- 0.60% - -12' yA,1 XING _._.__ __.... STArTi+38.78 2 EL=336.48 _. _. 1 � 173 LF 18" SD ®2.00X p ur a 130 LF 18° SD ®1.00X 0..... LF 18" SO 0 1.00X O 9..LF 8 S 01.00 48LF 18" SD ®1.00X I,. CB A. TYPE 2 48" " SOLID UD N CB 1 TYPE 2-48" IN STA 12+9981, 12.06' LT SOLID UD 3 8r�6 XING SOLID 11+ 0.17, 11.96' LT RIM 34487 18"8" XING STA. 10+73.96, 11.68' LT STA. 11+28.69 RIMII 8" IE IN 335.24 (NE) RIM=340.16 EL-331.78 18" IE IN=333.94 (NE) 8 IE IN-337.60 (E) STA.. 10+5➢_fi9 182 IE IN-332.98 (NE) - - - 8" IE IN=334.77 (SE} - - -- 8° IE IIIII 64 (NW) - EL-330.37 8" IE INII (NW) 19" IE OUT=333.94 (SW) 18" IE OUT=335.24 (SW) JEX. SDMH TYPE 2-48" 8 IE IN 332.98 SE CB 2 E 2-48° SOLID UD 18" IE OUT-332. 8 (SW) SOLID UD STA, 10+35.65, 7.27' LT STA. 11+22.32, 8.14' LT RIM=340.39 _ _. _._ _.RIM-341.23 18" IE IN=332.59 (NE) 18" IE IN 333.46 (NE) 18" IE IN-332.59 (NW) 12" IE IN 333.46 (NW) 18" IE OUT=332.59 (SE) 18" IE OUT=333.46 (SW) EYEr 0 O M O, M N r11; :D ,� r M jr, m i!] rJ M NJ M NJ M NJ M NJ �.�.., ,'J M „J M NJ NO NJ No N] M M NJ M NJ JOB M M NO M M M M 10+00 10+40 10+80 11+20 11+60 12+00 KEY TOP UTILITY DIA DEPTH TO TOP UTIL APRIE BOT UTILITY DIA DEPTH TO BOT UTIL APP. IE VERT. CLEARANCE Q WATER 12" 46" 335.59 STORM 8" 71" 334.13 0.79' Q WATER 12" 49" 336.64 STORM 18" 77" 335.31 1.33' Q3 WATER 12" 49" 337.25 STORM 8" 69" 335.92 0.67' ® WATER 12" 49" 340.22 STORM 8" 82" 337.80 1.75' Call 811 two business days Fabefore you dig N0. 12+40 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION 12+80 BY I DATE I APPR 13+20 KEY PLAN NTS NOTES: LEGEND: 1. ALL CATCH BASINS WITHIN THE RIGHT OF PROPERTY UNE/ROW LINE WAY SHALL BE CONSTRUCTED WITH VANED �- GRATE LOCKING UD, UNLESS NOTED ROW CENTERLINE OTHERWISE. ASPHALT � 2J ROADSIDE INFILTRATING BIORETENTION PLANTER PER CITY OF RENTON STANDARD DETAIL 262.00 ON SHEET C5.50 o o CONCRETE CONSTRUCTED WITH THROUGH -CURB INLET AT UPSTREAM SIDE OF PLANTER CONNECT 355 OVERFLOW TO CONVEYANCE IN ROW. CURB CONTRACTOR SHALL PROTECT BIORETENTION AREA DURING CONSTRUCTION TO PREVENT -360- MAJOR FINISHED GRADE COMPACTION OR SILTATION. CONTOUR 350 3 ON -SITE BIORETENTION PER CITY OF -362- MINOR FINISHED GRADE RENTON STANDARD DETAIL 262.20 ON CONTOUR SHEET C5.52. CONTRACTOR SHALL PROTECT -a - STORM DRAIN LIN BIORETENTION AREA DURING CONSTRUCTION SCI Sb 345 TO PREVENT COMPACTION OR SILTATION. CATCH BASIN C5.a C5.50 CONNECT TO EXISTING STORM STRUCTURE. CONTRACTOR SHALL CONFIRM LOCATION 0 CLEANOUT 1 5 AND ELEVATION OF STRUCTURE AND C5.52 340 CONNECTED PIPES AND NOTIFY ENGINEER BIORETENTION ID OF ANY DISCREPANCIES. 1 ® CURB INLET 5. PLACE ETHAFOAM PAD BETWEEN PIPE C5.51 335 CROSSINGS WITHIN LESS THAN 18" CLEARANCE. ® BIOPOD 6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE TYPE S, LINED CORRUGATED 330 POLYETHYLENE (LCPE) PER WSDOT STANDARD SPECIFICATIONS 9-05.19 UNLESS INDICATED OTHERWISE. DUCTILE IRON STORM DRAIN PIPE SHALL BE PER WSDOT 325 STANDARD SPECIFICATIONS 9-05.15. 320 315 BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB CURB NUMBER ® AREA (SF) ELEV. ELEV. IE TO INLET STA INLET ELEV. �1 117 340.42 340.59 335.59 CB /1 10+99.28, 16.00' LT 341.09 0 115 340.42 340.59 335.79 CB #IB 10+87.79, 16.00' RT 341.09 �3 88 344.98 345.15 335.69 CB #4 13+17410, 16.00' LT 345.65 ® 105 345.22 345.39 335.98 CB #4 13+48'07, 16.00' RT 345,89 ,3+6➢ 14+00 R-417852 /(I . 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS V kpff SURFACE WATER UTILITY DEVELOPMENT ENGINEERING 0 10 J Farah 04/01/2022 msippo04/07/2022 O 1 inch = 20 R. HORZ k ste4v �. 36015th Avenue, Suite 1600 0 25 5 10 o�9dCi3T8R `{Q Seattle, WA 98101 3tONAL206.6II.5622 1 inch = 5 R. VERT 3/11/2022 w mkpff.cam WIND As M„AS NOTED °Z°"`�"NOD III °°' AVIIIIIIIIIL CITY OF SOLERA FENTON 2842 NE SUNSET BLVD ° ®"' RENTON, WA 98056 AT DATUM Planning/Bu lding/Public Woks Dept. GRADING AND STORM DRAINAGE T ONE INCH C5.10 SC "`°'"""` JEFFERSON AVENUE NE PLAN AND PROFILE C, 52 4, A LID O M O O O 0 N Q J CM M M 0 O O 00 .11 00 7 O Iv CB5A RIM=348.90 8° IE OUT=344.23 Cr o _ W o ' + J 0 +off <� DO. N W w VI _I 2 55 Z W 2 N x 365 360 355 350 345 340 335 m 330 a 14 I - - 7 42 LF 8° 0 I 12.14% CB #5B RIM=348.92 8" IE IN=345.04 (NE) 80 IE OUT=345.04 (W) MIXED USE BUILDING B SS SS NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. J/ SEE SHEET C5.13 FOR CONTINUATION / I - + IF ,1^ -J FUTURE PHASE TO BE CLEARED AND ti Till so I:":1 Adn .1•:.I - CB /LOUT=349 GRADED AND STABILIZED ONLY RIM=8" IECB F7 1 " 55 LF.0 Bill ❑ ,. f 91 ... f 1 CB #5c 1.00% L AREA DRAIN #4 f f 80 IE f f II i u, 1� o ED 50 SD 9D SD C6 p8 w w w ' oo w w W 1ew'�� KEY PLAN s v SS 25 LF 12° 0 1.00% N W NITS :5 6 SS SS w NOTES: LEGEND: a o u O J W _ W * I �" "1. ALL CATCH BASINS WITHIN THE RIGHT OF - - PROPERTY LINE/ROW LINE < WAY SHALL BE CONSTRUCTED WITH VANED 32 LF 12° 0 0% GRATE LOCKING LID, UNLESS NOTED - - ROW CENTERLINE - OTHERWISE. BIORETENTION ASPHALT X •- - - - ---------- ® ROADSIDE '�• c PLANTER PER CITY OF RENTON STANDARD 51 LF 8" w CLEANOUT DETAIL 262.00 ON SHEET C5.50 o CONCRETE 0 13.96% Lij RIM=354.94 CONSTRUCTED WITH THROUGH -CURB INLET AREA DRAIN 15 IE=345.37 • AT UPSTREAM SIDE OF PLANTER CONNECT RIM=350.17 N o' " a OVERFLOW TO CONVEYANCE IN ROW. CURB B" IE OUT=346.50 •° x + -:., 12" ROOF DRAIN CONTRACTOR SHALL PROTECT BIORETENTION M IE = 345.39 -360- MAJOR FINISHED GRADE ry AREA DURING CONSTRUCTION TO PREVENT CLEANOUT eg CB jil TYPE 2 COMPACTION OR SILTATION. CONTOUR RIM=351.27 .Sc • RIM=352.97 MIXED USE 362 MINOR FINISHED GRADE IE=343.18 Z12" IE " OUT 34505E(NW) BUILDING A ON -SITE BIORETENTION PER CITY OF CONTOUR 12IE RENTON STANDARD DETAIL 262.20 ON SEE SHEET C5.14 FOR CONRNUARON SHEET 1.5.52. CONTRACTOR SHALL PROTECT STORM DRAIN6UN 365 BIORETENTION AREA DURING CONSTRUCTION " _ TO PREVENT COMPACTION OR SILTATION. ®® CATCH BASINE CB TYPE 2-4B" < SOLID LID 4 a SOLID LID SOUD LID , ,�*� STA. 16+87.48, 12.22' LT '� "s STA. 17+45.00, 12.24' LT 4 O CONNECT TO EXISTING STORM STRUCTURE. 1 5 STA. 16+08.01, 12.19' LT so � RIM=353.31. "' "' ("' ❑ M RIM=353.57 CONTRACTOR SHALL CONFIRM LOCATION • CLEANOUT -- CB TYPE 2-48" RIM=351.32 N M " II ._..s 18" IE IN=342.98 (NE) a J 5--- '" a i �2TETN=4d�b'(NE� 360 AND ELEVATION OF STRUCTURE AND C5.52 SOLID LID 18" IE IN=341.40 (NE) s ° a ��.+ 12" IE IN=343.48 (SE) 8" IE IIIII 17 (NiCONNECTED PIPES AND NOTIFY ENGINEER 1 ❑ BIORETENTION ID STA. 14+72.87, 12.16' LT 12° IE IN=341.90 (SE) a W B" 18" IE OUL-34298(SW)� 18° IE OUT=344.30 (SW) OF ANY DISCREPANCIES. 10 RIM=348.49 180 IE OUT=341.40 (SW) - _�� 12" IE OUT=344.80 (SE) CURB INLET C5.51 -- -- -- -- 18" IE-IN=338.70 (NE)-- -- --- -- __ - _�....----- .. -.. 3.Op _ -- 355 5. PLACE ETHAFOAM PAD BETWEEN PIPE 8° IE IIIII 40 (NW) __ -- - 1.50% CROSSINGS WITHIN LESS THAN 18" ',.. 8' IE IN=339.531(E) I,. ___ ,----- 4.50%.,',. ',, CLEARANCE. BIOPOD le IE OUT=338.70 (SW) -__-,--- - 6. ALL STORM DRAINAGE PIPE 12" OR LARGER _ -- 350 SHALL BE TYPE S, UNED CORRUGATED - - - - - - PROPOSED GRADE AT 0L OF ROAD POLYETHYLENE (LCPE) PER WSDOT --- EXISTING GRADE AT OF ROAD.. gp LF 13" SD 0 2.30% STANDARD SPECIFICATIONS 9-05.19 UNLESS 8° SO 0 2.30% INDICATED OTHERWISE. DUCTILE IRON STORM 18° SO 0199% 58 - O 345 DRAIN PIPE SHALL BE PER WSDOT 79 LF O STANDARD SPECIFICATIONS 9-05.15. 6 Will RING '.. ''.. CTA '..1541 R RR . _. , r m" Ezn 0 2.00% 340 335 330 BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB CURB NUMBER ® AREA (SF) ELEV. ELEV. IE TO INLET STA. INLET ELEV. ❑5 92 348.73 348.90 339.05 CB #5 14+91'04' 16.00' LT 349.40 © 90 348.75 348.92 345.04 CB /5 15+20.79, 16.00' RT 349.42 ❑7 104 353.60 353.77 341.76 CB #8 17+64.36, 6.00' LT 354.17 CI � � � V � O � N n' M M] M I`7 M M i( Fi LIB ��pp i[^J ,'"y M 2 M LL7 1" -417853 Y 5 F IN COMPLIANCE WITH CITY OF RENTON STANDARDS F00 14+40 14+80 15+20 15+60 16+DO Call 811 • two business days before you dig N0. 16+40 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION 16+80 17+20 BY I DATE I APPR 4�a of WA i R° "o rtA SURFACE WATER UTILITYIlls"iDEVELOPMENT ENGINEERING 0 1 0 i lqm I JFarah 04/01/2022 msippo 04/07/2022 O 1 inch = 20 f. HORZ 1601 5th Avenue, Suite 1600 �d9 0 2.5 5 10 o�RE'clsrexB�`�y6' 2N.6Seaftle2.5822 101 93tONAL �' i06.6II.5622 1 inch = 5 ft. VERT 3/11/2022 w Jcpff.c•m HAND III M„AS NOTED °Z°"'�L'HAD III °°' CITY OF SOLERA RRI RENTON 2842 NE SUNSET BLVD "' RENTON, WA 98056 l AT na,c xcx DATUM Planning/Buading/Public Woks Dept. GRADING AND STORM DRAINAGE mIF NOT ONE INCH C5.1 ) "" "`°•'"" JEFFERSON AVENUE NE PLAN AND PROFILE CHI 53 4 Z 00 / 7 0 V O F_ ry0 x y�PJ Cah 'v ss 8. s LL1 1 J O a CTYPE 2 �Yp RIM=354.24 8" IE=347.14 _ + h CB #9 /-33 LF 8"0 • CB p9A, TYPE 2 RIM=354.00 8" IE IN=346.97 8" IE 0UT=346.97 BLF B"®� 10.0.00% ,CB #10 - MISS ,�' 1• f'. Lv17 LF 8" 0 + -SITE /1 3 1.00% MIXED USE BUILDING A AREA DRAIN /6 RIM=355.63 AREA DRAIN /8 8" IE=353.65 (NE,SW) A DRAIN #8 8 AREA DRAIN #7 RIM=355.83 8" IE=353.93 (NE,SW) " c 8" IE=353.83 14 LF 8" ® 0.50% (NE,SW) AREA DRAIN #9 AREA DRAIN /10 RIM=355.92 RIM=355.95 80 IE=354.00 (NSW) 8" IE=354.12 (N,S) 370 365 360 355 350 345 340 335 18 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C519 FOR CONTINUATION p I� FUTURE PHASE TO BE CLEARED AND GRADED AND STABILIZED ONLY " T CB /11A T - - CB #1 OA RIM-355.43 13 LF 8" 0 s I z RIM=355.0 8" IE OUT=351.76 10.00% 8" IE OUT=350.33 I'= m" am a 3P•� -, 53 LF 8" ® EX CB TO REMECI V>m��c uu� A AREA DRAIN 12 7.90% K - _ RIM=354. 2 9C5.40 RIM=356.13 11 2 CB #11 8" IIE OUT=343 8" IE=354.37 (N,S) 0 1 0 n + • ex x x " f z I " C32 LF 12" D.I. 012.11% ems w 23 LF 8" 0 0.50% AREA V�� RIM-396.08 8" IE=354.27 (N,S) w w �w 'Jt�n�w-31 770 40 LF 8" AREA DRAIN13 TRENCH DRAIN 10"2. 0.50% RIM=356.24 SEE MEP FOR P STA. 21+34. 19 LF 8" ® 0.50% 8" IE=354.57 (S) CONT LLP EL=355.36 21+34. KEY PLAN 4 NTS NOTES: LEGEND: �f 1. ALL CATCH BASINS 'WITHIN THE RIGHT OF - - PROPERTY UNE/ROW LINE 30 12" I. WAY SHALL BE CONSTRUCTED WITH VANED GRATE LOCKING UD, UNLESS NOTED ROW CENTERLINE / ll/ T OTHERWISE. ASPHALT I I CE TYPE 2 ® ROADSIDE INFILTRATING BIORETENTION RIM- 53.72 PLANTER PER CITY OF RENTON STANDARD DETAIL 262.00 ON SHEET C5.50 0 CONCRETE 12 IE IN=351.87(S) CONSTRUCTED WITH THROUGH -CURB INLET 12" IE OUT=351.87(NE) AT UPSTREAM SIDE OF PLANTER CONNECT CB j112, s o S OVERFLOW TO CONVEYANCE IN ROW. CURB RIM=353.73 - CONTRACTOR SHALL PROTECT BIORETENTION 12" IE OUT=352.Y0 A^ y AREA DURING CONSTRUCTION TO PREVENT -360- MAJOR FINISHED GRADE COMPACTION OR SILTATION CONTOUR PM STA. 2D+29.40 PM STA. + . CB 13 TYPE 2-48" CB 9 TYPE 2 48" ',.. PVI EL=356.68 ',. PM EL=355.16 SOLID LID SOLD LID STA. 21+61.06, 22.18• RT STA. 12.28' LT CB #10. TYPE " 150' VC 50' VC 12" 54.3795, RIM=35 SOLID LID _... _..._ -_-. K=62.64----- .- K=14.76. ---- IE51N4351.87 (S) 12" IE IN=346.31 (NE) N=34 STA. 19+06.34, 12.25' LT 12" IE OUT=351.87 NWT 12 IE IN-346.64 (SE) RIM=355.19 o < EXISTING GRADE AT CE OF ROAD o ? + + wi o, 12 IE OUT=346.64 (SW) 8" IE IN-349.51 12 IE OUT-349.51 (NW) (SW) <oz + r o PROPOSED GRADE AT �E OF ROAD so M nl + .o ,R '� '^ ry '� '^ r .---- -_-_.....-----on T ,(j M N ' 11 - _ _ M Il N M 4 J - -_---_--__- 1 - - - . M N < 11 W VI aJ - tC `~'-- - - '--------_ "J' a 33 LF 12" SO 0 1.00% s 30 LF 12" SO 0 1.00% a _`~' L �, 2.00% � w --- --- LDt% _.. -_ - HIGH POINT 2 STA. 20+17.48 EL=356.24 _ 81 lF 12°. S " 1 EXIST " 0 CB 112, TYPE 1 ,g $ SOLID LID STA. 21+8063, 0.93' LT SOLD LID RIM --STA. 21+28.54, 15.17' RT --. --. " IE RJ5.90 12" 12" IE RIM 12° 355.73 IE OUT-352.20 (N) -1 - a (EX) 36" IE IN=344.35 (E) - - - STA. 21+30.37, 12.84' LT 12" IE IN=345.50 (S) RIM=355.11 (EX) 6" IE IN=351.45 (NE) --. _.. 8" IE-1N=350A8 (SW) &-1E IIIII 0. (NW) -.. 12" IE OUT=349.58 (N) (EX) 36" IE OUT-343.50 (W) OJso Q I� •� n (� CoIED M •� N m m M M on M V7 , m 'A O (� co m O O cn u7 Q 0i A Co c6 co IU us c6 Co c6 co 06 � ,A un UB ,`n 16 � N M M M M M INC) M M M ,A� M •� M M M M M M H M� M M M M M� M M M M M M M M M M +20 18+40 18+80 19+20 19+60 20+00 KEY TOP CIA DEPTH TO APP. IE BOT UTILITY CIA DEPTH TO APRIE VERT. UTILITY TOP UTIL BOT UTIL CLEARANCE 7-WATER 12" 41" 351.38 STORM 1 12" 116" 346.12 4.26' Q WATER 12" 64" 351.60 STORM 12" 70" 350.00 1.609 Call 811 • two business days before you dig I) N0. 20+40 20+80 21+20 21+60 CIVIL CONSTRUCTION PERMR JON 03/12/21 RE CIVIL CONSTRUCTION PERMB RESUOM17AL TJP 09/03/21 JSF CIVIL CONSTRUCTION PEROT RMUBMITTAL I TJP 101/12/221 JSF CIVIL CONSTRUCTION PEROT RESUBMITTAL I TJP 103/11/221 JSF REVISION I BY I DATE I APPR 370 3 O ON -SITE BIORETENTION PER CITY OF 362 MINOR FINISHED GRADE RENTON STANDARD DETAIL 262.20 ON CONTOUR SHEET C5.52. CONTRACTOR SHALL PROTECT So STORM DRAIN UN 365 BIORETENTION AREA DURING CONSTRUCTION / TO PREVENT COMPACTION OR SILTATION. ®© CATCH BASIN $50 ® CONNECT TO EXISTING STORM STRUCTURE. 360 CONTRACTOR SHALL CONFIRM LOCATION . 1 5 CLEANOUT C5.52 AND ELEVATION OF STRUCTURE AND CONNECTED PIPES AND NOTIFY ENGINEER El BIORETENTION ID OF ANY DISCREPANCIES. 1 ® CURB INLET 355 5. PLACE ETHAFOAM PAD BETWEEN PIPE C5.51 CROSSINGS 'WITHIN LESS THAN 18° CLEARANCE. BIOPOD 350 6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE TYPE S, LINED CORRUGATED POLYETHYLENE (LCPE) PER WSDOT STANDARD SPECIFICATIONS 9-05.19 UNLESS INDICATED OTHERWISE. DUCTILE IRON STORM 345 DRAIN PIPE SHALL BE PER WSDOT STANDARD SPECIFICATIONS 9-05.15. 340 335 BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB CURB NUMBER ® AREA (SF) ELEV. ELEV. IE TO INLET STA. INLET ELEV. �8 90 353.83 354.00 341.32 CB g9 18+45.64, 16.00' RT 354.50 ON -SITE �1 246 354.07 354.24 343.82 BIORET ,y8 N/A N/A OVERFLOW �9 89 354.83 355.00 350.12 CB g10 19+47.39, 16.00' LT 355.50 10 90 354.49 354.66 352.20 CB g13 19+55.09, 16.00' RT 355.16 11 89 355.26 355.43 351.76 CB #11 20+04.951 16.00' RT 355.93 Z R-417854 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4�a of WA,4y� 4C� "O N SURFACE WATER UTILITY DEVELOPMENT ENGINEERING 0 10 20 40lq3ff JFarah 04/01/2022 msippo 04/07/2022 (R)j 1 inch R 9aa4v �. IN! Rn Avenue, Suite 1600 0 2.5 5 10 0� ACISTBR `{Q Seattle, WA 98101 93IONAL W6c, 206.622.5811 1 inch= ww 5 fL VERT 3/11/2022 w.kpff.com WIND As M„AS NOTED °Z°"`�""""'°"'^"' AVIIIIi CITY OFSOLERA RENTON 2842 NE SUNSET BLVD ° ® "' viav RENTON, WA 98056 AT DATUM Planning/Budding/Public Works Dept. GRADING AND STORM DRAINAGEIF NOT ONE INCH C5.12 " "`°NE'"" JEFFERSON AVENUE NE PLAN AND PROFILE C, 54 14, Z 11'l O M O O O O N Q J CM M M 0 O O _O .1 00 INN. 7 O V W F_ Q W J O U) NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C-5.18 FOR CONTINUATION SEE SHEET C5.12 FOR CONTINUATION 12" SO STUB IE = 349.29 CB CB #19A D AND CAP 1I I�I D 8ME30UT8347.98-- -FUNRE ROSE 2 EXINE FOR 8" -- 8" IE OOT= 2,50_1- --------------- EXIST a 49.84 4+ D SDMH %-� w ,i _ 1 2 13 B 27 LF 8° 0 I { .., N CB 16A•' (- 31 LF 8" 0 C5.40 43 LF 12" 0 1.00% 2 15 0.50% 1.DO% RIM 352.50 " °6°, ° s 8" IE OUT=348.00 ce�`y 1 - oe- � v $� �� � � • • � � III I • c"1 0 : b ,. � � 1 a CB n O so $. `Q^4 �� ss° . ` es� •251FSS ® sS c�oa \ \ 20 ,+ 21+00 0 CB jJ16 N 2+00' • Deb' 166% oe NA A_- ss \ \ s'- sD w '7S2 CB-�17 'o�'E" 1.1 Tk THE ��sD G� I ° • o. x II :3 h + D Z 10 ® + +yhti + r1 DCJ _ �° �W 1.00% a N '�B1fi 'D " -n" ° ��Ilnr HICIC t 2 12 23 12" 0 Lo 14 ro �aQ�"`'oE 51' P CB /19B 1.00% e51 1 o epd��o�o6 ryo`�° s oJ�e oS RIM=351.05 12" SO STUB IE = 349.09 8 LF 8° 0 349.65J �I 8" IE OUT=347.9fi 03 o E EXTEND AND CAP STORM 5' BEYOND PROPERTY LINE FOR J CB /17B ae 35 FUTURE PHASE 2 EXTENSION. s1 RIM=352.50 s ° > I I, \ 8" IE OUT=349.84 `jS2 _ FUTURE PHASE TO BE CLEARED I�I IAND GRADED AND STABILIZED ONLY x. " SEE SHEET C5.11 FOR CONTINUATION KfGI K111"7 K11I11 350 1161 K 1117 Kxii KMI11 'STA. 16+87.48, 12.22' LT MATCH EXISTING RIM=353.31 _ .. ..... ....... ...... .... 18'.. IE. IN_342.98 (NE) HO ..^ EXISTING GRADE 12° IE IN=343.48 (SE) N 9 + AT j OF ROAD 18" IE OUT=342.98 (SW) + CHI 19 TYPE 2-48" CB #18, TYPE2 48" 0 0 "' �' CIDCB SOLID UD, SOLID LID STA. 21+26.02, 10.00'BT PROPOSED GRADE UI CH, + N `^ s STA. 20+23.20, 4.72' RT RIM=351.97 : AT CE OF ROAD N ^ ,., `� Lq a 11 w a E a W RIM=35LG4 12" IE IN=347.83 (SE) 12" IE TIN-348.86 (SE) - ^ � `� '"' 8" IE IN=347.83 (SW) 12 " IE OUT 348.86 (NW)-- -5 -s ---- 8" IE IN=347.83 (NE) -12 IE OUT-348.86 (SW) R W. 12" IE OUT=347.83 (N) 12" IE OUT-348.86 (NE) __ ---_----_y 4.66% 1.00% -0.94% 0.70 - ----------rvw cI) _ _ Ili - -- 0 1Y SO 0 0.89% 103 LF 12" SD-0 1.00% 54 LF to j 59 F 2" SO C 2.36% CB III 7,. TYPE 1 0 - w SOUD UD - XING STA. 21+64.04, 9,25' RT O - STA. 0+19.88 - s 12" WM XING RIM-352.37 12" XING EL=344.42 STA. 21+43.06 8 IE IN-349.57 (NE) LI ST . 2+28.16 EL 345.16 ----8" IE IN=349.57 (SW) --- ---EL 347,63 ---- EXISTING SDMH E 2-48° 12" IE OUT=349.24 (NW) CS *16. TYPE 2-48" SOLID UD SOLID LID STA. 19+89.85, 37,85' LT RIM=350.59 12" IE IN=347.35(S) - 8" SS XING .RIM.=352.97 12" IE IN=344.88 (SE) (EX) 12" IE IN=345.38 8" XING STA. 22+38.20 8" IE IN=345.21 (NE) (SE) (EX) 6" IE (SE) STA. 7.21 20 . EL=337.21 EL=336.22 12" IE OUT=344.88 (NW) (EX) 12" IE OUT=345.05 (NE) IE OUT=345 O, ,(J no n ^ N m V NUJ uo'r 'n ,l `',7 u'1 u'1 ,a�i u'1 "'�-' u'1 ,cMi vc'i � uN'r , uN'r � mr) � r.i � Ni u, NO M M '� M M M M M M M M M M M M M M M M M M M M '� M M 2D+00 2D+40 2D+80 21+20 KEY TOP DIA DEPTH TO APP. IE BOT UTILITY DIA DEPTH TO APP. IE VI TOP UTIL BOT UTIL CLEARANCE Oj WATER 12" 49" 1 348.05 1 STORM 1 8° 1 73" 1346.55 1 0.50' Call 811 • two business days before you dig I) N0. 21+60 22+00 22+40 CIVIL CONSTRUCTION PERMIT JON 03/12/21 RE CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JSF CIVIL CONSTRUCTION PERMIT RMUBMITTAL I TJP 101/12/221 JSF CIVIL CONSTRUCTION PERMIT RESUBMITTAL I TJP 103111/221 isr REVISION I BY I DATE I APPR 11110 &I 345 III If, 911 2 KEY PLAN NTS NOTES: LEGEND: 1. ALL CATCH BASINS WITHIN THE RIGHT OF - - PROPERTY LINE/ROW LINE WAY SHALL BE CONSTRUCTED WITH VANED GRATE LOCKING UD, UNLESS NOTED - ROW CENTERUNE OTHERWISE. ASPHALT Q2 ROADSIDE INFILTRATING BIORETENTION PLANTER PER CITY OF RENTON STANDARD DETAIL 262.00 ON SHEET C5.50 o CONCRETE CONSTRUCTED WITH THROUGH -CURB INLET AT UPSTREAM SIDE OF PLANTER CONNECT OVERFLOW TO CONVEYANCE IN ROW. CURB CONTRACTOR SHALL PROTECT BIORETENTION AREA DURING CONSTRUCTION TO PREVENT -360- MAJOR FINISHED GRADE CONTOUR COMPACTION OR SILTATION. 362 MINOR FINISHED GRADE CONTOUR O3 ON -SITE BIORETENTION PER CITY OF -60- STORM DRAIN LINE RENTON STANDARD DETAIL 262.20 ON SHEET C5.52. CONTRACTOR SHALL PROTECT CATCH BASIN 8a $b BIORETENTION AREA DURING CONSTRUCTION C5.50 C5.50 TO PREVENT COMPACTION OR SILTATION. 1 5 ® CONNECT TO EXISTING STORM STRUCTURE. • CLEANOUT C5.52 CONTRACTOR SHALL CONFIRM LOCATION 1� BIORETENTION ID AND ELEVATION OF STRUCTURE AND CONNECTED PIPES AND NOTIFY ENGINEER CURB INLET 1 O OF ANY DISCREPANCIES. C5.51 5. PLACE ETHAFOAM PAD BETWEEN PIPE ® BIOPOD CROSSINGS 'WITHIN LESS THAN 18" CLEARANCE. 6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE TYPE S, LINED CORRUGATED POLYETHYLENE (LCPE) PER WSDOT STANDARD SPECIFICATIONS 9-05.19 UNLESS INDICATED OTHERWISE. DUCTILE IRON STORM DRAIN PIPE SHALL BE PER WSDOT STANDARD SPECIFICATIONS 9-05.15. BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB CURB NUMBER ® AREA (SF) ELEV. ELEV. IE TO INLET STA INLET ELEV. 12 178 350.82 351.05 347.96 CB #19 20+34.95, 14.24' LT 351.51 13 118 350.31 350.48 347.98 CB #19 20+30.681 8.31' RT 350.98 14 147 352.33 352.50 349.84 CB /17 , 7819 21+. 10.00' RT 353.00 15 172 352.33 352.50 349.84 CB /17 21+75-79, In Or, LT 353.00 R-417855 �aY 5 F IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q' M1W N4 NA3y�bCc�� SURFACE WATER UTILITY DEVELOPMENT ENGINEERING 0 10 zoo_ 40 JFarah04/01/2022 msippo 04/07/2022 'R kpff 1 inch = 20 ft. HORZ k �d7 36015th Avenue, Suite 1600 0 2.5 5 10 ISTBR `{Q Seattle, WA98101 93tONAL W6f 206.622.5811 1 inch = 5 f . VERT 3/11/2022 www.kpff.c•m SHAND III AS NOTED °�°"'�"HAD '°"'^°°' CITY OFSOLERA RENTON 2842 NE SUNSET BLVD ° ® "' viav RENTON, WA 98056 l AT a,c xcx DATUM Planning/Binding/Public Works Dept. GRADING AND STORM DRAINAGEIF NET ONE INCH C5.13 " "`°�'"" NE 11TH STREET PLAN AND PROFILE CHI 55 is O N O O O N A 1n O M O O O O N Q J M M M O O O 00 a DO 7 O V W I- Q CC LU J O Cn CB ii MIX RIM=355.18 B" IE 01 2 17 o a l o La + ^ M N eO 23+00 n W NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C5.16 FOR CONTINUATION E BUILDING A CBF4A T' RIM=362.95 2 1191 e 33 LF 8" ® 8" IE OUT=359.11 ro >D eD• Illl " D ° r' II -`r .� ___ N Ll ,`f1 8m ® NE 11 bill �111111W 11 I\'111111.����.EIIIIHICE RE r©m � I 1 1 11" 1 380 375 370 365 360 355 350 345 340 335 SOLIf LID STA. STA. 23+19,63, 10,00' RT.. RIM=354.21 12" IE IN=346.56 (SE) 8' IE IN=348.94 (SW) ................... 8" IE IN=346.56 (NE) 12' IE OUT ;;ETHARCAMIEI - 1ti--< 2,30% t BLOCKING FOR LESS THAN 1.5' UTIL SEP YY� 1" WM 44 �6k DNA IND 25+ g e w p - - 11 LF 12" ® " 5.36% A Cr ° LJ D 00 g - t °D E 0 . e 2 18 ro CLEANOUT D ° RIM=364.00 D IE=359.48 _ o SEE SHEET C5.16 FOR CONTINUATION ........... ..........._ ci Nub �N 00 N ccF6N N M V Or) � M "! M.......... PROPOSED GRADE N AT OF ROAD a CB #14, TYPE 2-48" EXISTING GRADE AT SOUD LID '.. ........ q OF. ROAD STA. 24+31.78, 10.00' RT RIM 362.92 12" IE IIIIII 73 (SW) 8" IE IN=359.06 (NE) /J kNw) 'PING SIGHT DISTANCE CHECK HEIGHT ''I= 3.5 FT, OBJECT HEIGHT= 2 FT w v� V=LU MI'N, U=IU.33A 1MAA.. UNAULT, L=.IDU..f.1 (bUNVIL.LLRUJOI/ K=12.12 S = 1.47*VW(2.5) + (VI / 30 * (0.347826 f (G/100)) 42 LF 12" SO 0 3.95% PVI STA. 23+46.60 PM EL=354.81 9" SS XING '.. '.. S = 1.47*(20)*(2.5) + (20"2 / 30 IF (0.347826 -.. 0.1055) ... .... ........ STA.,. 24+17.79 ',.. EL=337.64 S = 129 FT > L = 100 FT START OF CURVE TO INTERSECTION = 1188.65 FT � s a y m ICE,o ,' j c� CD NIB �ga M M rn h � ✓� M M M M ,� M M M M ED No CD M M 23+20 23+60 24+00 KEY TOP DIA DEPTH TO APP. IE BOT UTIUTY DIA DEPTH TO APP. IE VERT. UTILITY TOP UTIL BOT UTIL CLEARANCE Qj WATER 1 12" 49" 348.05 1 STORM 8" 73" 346.55 0.50' 24+40 Call 811 • two business days before you dIg N0. 24+80 25+20 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION 7�y1, L I Z 91911 91•0111 91,R 6L01 BY I DATE I APPR NOTES: 1. ALL CATCH BASINS WITHIN THE RIGHT OF WAY SHALL BE CONSTRUCTED WITH VANED GRATE LOCKING UD, UNLESS NOTED OTHERWISE. O2 ROADSIDE INFILTRATING BIORETENTION PLANTER PER CITY OF RENTON STANDARD DETAIL 262.00 ON SHEET C5.50 CONSTRUCTED WITH THROUGH -CURB INLET AT UPSTREAM SIDE OF PLANTER CONNECT OVERFLOW TO CONVEYANCE IN ROW. CONTRACTOR SHALL PROTECT BIORETENTION AREA DURING CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. O3 ON -SITE BIORETENTION PER CITY OF RENTON STANDARD DETAIL 262.20 ON SHEET C5.52. CONTRACTOR SHALL PROTECT BIORETENTION AREA DURING CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. ® CONNECT TO EXISTING STORM STRUCTURE. CONTRACTOR SHALL CONFIRM LOCATION AND ELEVATION OF STRUCTURE AND CONNECTED PIPES AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 5. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITHIN LESS THAN 18" CLEARANCE. 6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE TYPE S, LINED CORRUGATED POLYETHYLENE (LCPE) PER WSDOT STANDARD SPECIFICATIONS 9-05.19 UNLESS INDICATED OTHERWISE. DUCTILE IRON STORM DRAIN PIPE SHALL BE PER WSDOT STANDARD SPECIFICATIONS 9-05.15. KEY PLAN NTS LEGEND: - - PROPERTY LINE/ROW LINE ROW CENTERUNE ASPHALT CONCRETE -360- MAJOR FINISHED GRADE CONTOUR 362 MINOR FINISHED GRADE CONTOUR -OD- STORM DRAIN LINE H4 Sb ■ Q CATCH BASIN C5.50 C5.50 • CLEANOUT 1 5 C5.52 1❑ BIORETENTION ID ® CURB INLET 005.51 ® BIOPOD BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB CURB NUMBER ® AREA (SF) ELEV. ELEV. IE TO INLET STA INLET ELEV. 16 54 354.50 354.67 351.50 CB #14 23+39.35, 16.00' LT 355.17 17 54 355.01 355.18 351.41 CB #14 24+59.43• 16.DO' LT 355.58 18 76 363.12 363.29 359.29 C8 #15 23+32.09, 363.79 16.00' RT 19 105 363.22 363.39 359.39 CB #15 24+46.84' 6.00' RT 363.89 q 5. ��ot "INniFEd 0 )rr 10 20 40 - lq3ff 1 inch = 20 k. HORZ 9M47 I6015th Avenue, Suite 1600 0 2.5 5 10 o�RACIST8*�`{Q� Seattle, WA 98101 93tONAL ' 2N.6II.5622 1 inch = 5 k. VERT 3/11/2022 w .kpff.c•m M"`HAND III AS NOTED °" �"'°'°"n°°' AVIIIIIIIIL CITY OF ' RENTON � viav � DATUM � caw,w Planning/Building/Public Works Dept. IF NOT ONE INCH R-417856 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah 04/01/2022 11 msippo 04/07/2022 O SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING AND STORM DRAINAGE NE 11TH STREET PLAN AND PROFILE SmI OWNING NO C5.14 56 14° Aw O M O O O O N Q J CM M M 0 O O I CO CC sa NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. W r` NET I 0 W H Q W J O Gn BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB INLET CURB INLET NUMBER ® AREA (SF) ELEV. ELEV. IE TO STA. ELEV. 20 584 353 353.45 349.61 CB #33 9.65, 31..2+2LT 353.95 I AREA DRAIN /20 SEE MEP FOR CONT. II II -.y{I lle. CB /33A, TYPE 1 INTH SUMP RIM=353.13 D u u RIM=359.02 8" IE OUT=34 M MIXED USE BUILDING B C5.41 8" IE OUT=355.35 CBI #326 RIh 52.55 `r 8" IE OU = 48.88 " 'k ss x 5xxOF >y. �A ONr e v'e �uo v ri .. .� ,ly W W W w 4 w w W W w vl Rl �3 2.9 �, z 20 ' ME SUNSET BOUT RD SR 900 I !7 '� a 8" IE IN=3405 (Nye �"� 1 I 15 LF 8" fi 4.27X I 1+DO 8" IE OUT-348.05 (SE) j 2+00 L 3+00 I I 1 4+D0 —I I s� sy ss � 12 LF 8' 3.79% CB 32 I '' __= _ __ i ®y 4 LF 8° 0 1.00% 1 CB /33 PROPOSED SUNSET SHELL I I I I B1000D BPU-461B 9 C—STORE REDEVELOPMENT so �� sb so I so so I so—�� 359.1A ED SHOWN FOR REFERENCE ONLY `U„ I so SO I I 8" IL IN=354.71 (NW) C5.53 8" IIE OUT=352.51 (SE) o I ss s5 ss ss ---- ss ss ss sg ssss — s s 370 365 360 355 350 345 340 1+DO 1+20 1+60 2+DO 2+40 2+80 Call all • two business days before you dig O 3+20 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION 3+60 4+00 BY I DATE I APPR 370 365 360 355 350 345 340 10 KEY PLAN NTS O N O O O N Al NOTES: LEGEND: LO 1. ALL CATCH BASINS WITHIN THE RIGHT — — PROPERTY UNE/ROW LINE In O OF WAY SHALL BE CONSTRUCTED WITH O VANED GRATE LOCKING UD, UNLESS — ROW CENTERLINE O NOTED OTHERWISE. O N ASPHALT O2 ROADSIDE INFILTRATING BIORETENTION PLANTER PER CITY OF RENTON J STANDARD DETAIL 262.00 ON SHEET o CONCRETE C5.50 CONSTRUCTED WITH THROUGH —CURB INLET AT UPSTREAM SIDE OF PLANTER CONNECT OVERFLOW CURB TO CONVEYANCE IN ROW. CONTRACTOR SHALL PROTECT BIORETENTION AREA —360— MAJOR FINISHED GRADE CONTOUR DURING CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. —362— MINOR FINISHED GRADE CONTOUR M O3 ON —SITE BIORETENTION PER CITY OF STORM DRAIN LINE ccei RENTON STANDARD DETAIL 262.20 ON IE) Htl Hb CATCH BASIN O SHEET C5.52. CONTRACTOR SHALL C5.50 C5.50 Q PROTECT BIORETENTION AREA DURING 00 CONSTRUCTION TO PREVENT 0 CLEANOUT 1 S COMPACTION OR SILTATION. C5.52 d ® CONNECT TO EXISTING STORM 1� BIORETENTION ID STRUCTURE. CONTRACTOR SHALL CURB INLET 1 0 CONFIRM LOCATION AND ELEVATION OF C5.51 STRUCTURE AND CONNECTED PIPES AND NOTIFY ENGINEER OF ANY BIOPOD DISCREPANCIES. 5. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITHIN LESS THAN 18" CLEARANCE. 6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE TYPE S, UNED CORRUGATED POLYETHYLENE (LCPE) PER WSDOT STANDARD SPECIFICATIONS 9-05.19 UNLESS INDICATED OTHERWISE. DUCTILE IRON STORM DRAIN PIPE SHALL BE PER WSDOT STANDARD SPECIFICATIONS 9-05.15. R-417857 1.,� Y g tJFarah OMPLIANCE WITH CITY OF RENTON STANDARDS �'� GP ■d39 et'�, E WATER UTILITY DEVELOPMENT ENGINEERING 0 10' 20' 40' 04/01/2022 O msippo 04/07/2022 1 inch = 20 (L HORZ yp9t� �eQ 16015th Avenue, Suite 1600 0 2.5' 5'10, �O Rb'CLSRE6��q� Seattle, WA 98101 �s10Ne4 LPG 206.622.5822 1 inch = 5 R. VERT 03/11/2022 ""PR.coln AS NOTED °°°�NAD1w °°i � CITY OF SOLERA RENTON 2842 NE SUNSET BLVD "°' " RENTON, WA 98056 DATUM Plai-ing/Building/Public Works Dept. GRADING AND STORM DRAINAGE C5. F NER ONE INCH °""" NE SUNSET BOULEVARD PLAN AND PROFILEa s, 14 , NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Go T 7 O v 0 W H a LU J O U) SEE SHEET C5.14 FOR CONTINUATION \.. MIXED USE BUILDING B MIXED USE BUILDING A CB J35A, TYPE 1 NTH SUMP LLJ1I RIM=365.22 D 14 LF 8" SO 0 10.00% 8" IE 0UT=361.55 C5.41 -�I 15 LF 8" SO 0 6.53% 2 11I� ollii J Lu += LL W p'. W + Y +!' W N S N �A' W / W W l W W W W W �� CB J34A m''v�`"T 2 21 a RIM=364.60 5+00 �!j o 6+00 8" IE OUT=360.937 +00 5 55� 55 SS 4 '46'47'E 1083-01'��$�GI 55 N35'46I4]"E ID&3A .M S F SS S5� S SS SS S / (1083-39 REF 1) LNYIIIVG GB (10g339 REF 1) I CB #34 1 7 BIOPOD BPU-46IB CB #35 (1083.45 REE S Tp QDAMN (1013 4s REF 2) RIM=366.25 / I I I C5.53 8° IE IN-359.17 (NW) s0 so sBSD-sro/ sro sn-r--sn m sB� so 8" IE OUT=B356.97 (SE) s0 4o NE SUN$ET BOULEVARD (SR 900 a LF 8° SO 0I.DO% sa i ss Ss s S s ss ss A ss ss Ss - ss 375 375 CB !35 TYPE 2-48° STA. 8+19.91, 23.58' LT DRIVEWAY RIM=365.71 370 EXISTING CURB 18" IE IN=356.10 (NE) 370 - - -- --. --.- - --.- TO REMAIN - 8" IE IN=356 93 (NW) EXISTING CURB (S TO REMAIN - - - - v 365 �.- 65 -_ 12" yR.1 XIN --EL=359.07 _ STA. 6+65.8 360 -� - p _ 60 EXISTING GRADE AT ip OF ROAD '., '.. 88 LF 18° SD a 1.03% q25 LF 18° SD ®1.02X 355 -. 189LUF 18" SO 0-IA8% -..-..-..-..-..-.-..-... ...... ..... - 55 L. CB 4 TYPE 2-48° 350 STA.6TB TYPE 2- STA. 6+95.10, 23.35 LT _ 350 +07.08, 23.00' LT RIM=364.96 RIM=363.36 (EX) W IE IN=354.82 (NE) 18" IE IN=353.92 (NB) 8" IE IN=359.51 (NW) 345 18" IE 01 (SW) (EX)18" IE OUT=354.82 (SW) 345 � M OJ M OJ M n N n Y7 OJ O N C YJ O n OJ O O O N N M M `f < < Y7 Y7 YJ Y7 M Y7 Y7 N O O O O O O O O O O O O O 0 O O M M M M M M M M M M M M M M M M M M M 4+60 4+80 5+20 5+60 6+00 6+40 6+80 7+20 7+60 8+00 8+20 BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB INLET CURB INLET NUMBER ® AREA (SF) ELEV. ELEV. IE TO STA. ELEV. 21 647 364 364.60 357.78 CB #34 34.07+17'1' LL4T 365.10 Call 811 • two business days before you dig N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAF REVISION BY I DATE I APPR 11 0 0' zo' 40' lim 1 inch = 20 fE HORZ 0 2.5' 5' 10' 1 inch = 5 R. VERT M,. AS NOTED °" ° '°_^°°' �� DATUM 0 ::: ..;1 KEY PLAN� NTS NOTES: 1. ALL CATCH BASINS WITHIN THE RIGHT OF WAY SHALL BE CONSTRUCTED WITH VANED GRATE LOCKING UD, UNLESS NOTED OTHERWISE. 0 ROADSIDE INFILTRATING BIORETENTION PLANTER PER CITY OF RENTON STANDARD DETAIL 262.00 ON SHEET C5.50 CONSTRUCTED 'NTH THROUGH -CURB INLET AT UPSTREAM SIDE OF PLANTER CONNECT OVERFLOW TO CONVEYANCE IN ROW. CONTRACTOR SHALL PROTECT BIORETENTION AREA DURING CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. O3 ON -SITE BIORETENTION PER CITY OF RENTON STANDARD DETAIL 262.20 ON SHEET C5.52. CONTRACTOR SHALL PROTECT BIORETENTION AREA DURING CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. ® CONNECT TO EXISTING STORM STRUCTURE. CONTRACTOR SHALL CONFIRM LOCATION AND ELEVATION OF STRUCTURE AND CONNECTED PIPES AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 5. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITHIN LESS THAN 18" CLEARANCE. 6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE TYPE S, UNED CORRUGATED POLYETHYLENE (LCPE) PER WSDOT STANDARD SPECIFICATIONS 9-05.19 UNLESS INDICATED OTHERWISE. lq3ff 16015th Avenue, Suite 1600 Seattle, WA 98101 305.632.5611 www.kpff.com CITY OF =a ' FENTON viav Planning/Building/Public Works Dept. O N O 0 O N A LEGEND: o - - PROPERTY UNE/ROW UNE o ROW CENTERLINE O O ASPHALT N Q J o o CONCRETE CURB -360- MAJOR FINISHED GRADE CONTOUR 362 MINOR FINISHED GRADE CONTOUR CM -�- STORM DRAIN LINE M $C $b ■ ® CATCH BASIN C5.50 C5.50 O O 00 • CLEANOUT 552 IL 11 BIORETENTION ID ® CURB INLET @ BIOPOD R-417858 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah 04/01/2022 msippo 04/07/2022 O SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING AND STORM DRAINAGE NE SUNSET BOULEVARD PLAN AND PROFILE C5.16 58 14z NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 r\ T Hit W I- Q LU J 0 in 375 370 k14111 360 355 00112 MIXED USE BUILDING A o . , O vIN + ON In ao MCI g R IV x N 2 W W � I't n 9+00 —SD SD _ yam[ S CF 2 a 0 x Q IN I 1 ON P _ D W L_ m� CB 136A o y os�y`RIM=365.35 TING CB ?� 8IE OUT=361.68 o ZEMAIN o0 y° 10+00 _ Pis o F 8" SO 0 10.00% was fs �O CB 136 ssy ICit� ,^,p P�yy 00 NE SUNSET BID EVARD (SR 900�s,° °� sins ;9 fy o ss� ✓ EXISTING CB TYPE 2-48" CB 6 TYPE —48" STA. 9+07.94, 24.03' LT STA. 9+54.24, 25.46' LT RIM=365.73 RIM=365.75 -.-- --. " 18" IE-IN=357.05 (NE). 18" IE IN=357.28.(NE)(EX) PROPOSED 18" IE OUT=357.00 (SW) 8" IE IN=359.53 (NW) CURB CURB 18" IE OUT-35Z28 (SW)(EX) EXISTING CURB CUT PROPOSED CURB '.. -. DRIVEWAY PROPOSED CURB TO REMAIN 6" WM XINGI EXISTING GRADE STAB 8+79.96� AT, ¢ OF ROAD EL=361.52 _. _. 46 LF 18" SD ®0.50% 6 ,....... 134 LF 18" SO -0 0.50% 88 LF 18" SO 01.02% LI Cq cq cq cq cq cq c M M M M M M M M M M M 8+40 8+80 9+20 9+60 10+00 Call 811 • two business days before you dig I) N0. 10+40 CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CNIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION oz � y y 0 o p w- y SDI �o DI m ° 380 375 370 365 360 355 350 BY I DATE I APPR I 0 0 T 0 1 N a U KEY PLAN L* y NITS NOTES: LEGEND: o 1. ALL CATCH BASINS WITHIN THE RIGHT — — PROPERTY UNE/ROW UNE O OF WAY SHALL BE CONSTRUCTED WITH O VANED GRATE LOCKING UD, UNLESS ROW CENTERLINE O NOTED OTHERWISE. N ss ss ss- ASPHALT 0 ROADSIDE INFILTRATING BIORETENTION PLANTER PER CITY OF RENTON J so STANDARD DETAIL 262.00 ON SHEET o P CONCRETE C5.50 CONSTRUCTED 'NTH THROUGH —CURB INLET AT UPSTREAM SIDE OF PLANTER CONNECT OVERFLOW CURB VON TO CONVEYANCE IN ROW. CONTRACTOR s SHALL PROTECT BIORETENTION AREA —360— MAJOR FINISHED GRADE CONTOUR DURING CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. 362 MINOR FINISHED GRADE CONTOUR M ICE) ON —SITE BIORETENTION PER CITY OF —�— STORM DRAIN LINE M s f RENTON STANDARD DETAIL 262.20 ON ® CATCH BASIN $� $b O —sD sD SD SHEET C5.52. CONTRACTOR SHALL C5.50 C5.50 PROTECT BIORETENTION AREA DURING 1 5 00 00 CONSTRUCTION TO PREVENT °y COMPACTION OR SILTATION. CLEANOUT C5.52 d ss ss 11 BIORETENTION ID ® CONNECT TO EXISTING STORM STRUCTURE. CONTRACTOR SHALL 1 O CONFIRM LOCATION AND ELEVATION OF CURB INLET C5.51 STRUCTURE AND CONNECTED PIPES AND NOTIFY ENGINEER OF ANY BIOPOD DISCREPANCIES. 5. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITHIN LESS THAN 18" CLEARANCE. 6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE TYPE S, LINED CORRUGATED POLYETHYLENE (LCPE) PER WSDOT STANDARD SPECIFICATIONS 9-05.19 UNLESS INDICATED OTHERWISE. DUCTILE IRON STORM DRAIN PIPE NAF'cd 1cpff i4°M1� 0 10' zo' 40' Ii 1 1I = 20 % HORZ 47 16015th Avenue, Suite 1600 0 2.5' 5' 10' o RACISTSeattle, WA 98101 �9g(ONAL W6t'V 2W.622.5822 1 inch = 5 k. YIItT www.kpTf.cam 3/11/2022 M,. AS NOTED a4`°""'°'°"n°°' CITY OF Vaff' RENTON �� DATUM � caw,w Planning/Building/Public OF Dept. IF NOT ONE INCH R-417859 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah04/01/2022 11 msipp004/07/2022 O SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING AND STORM DRAINAGE NE SUNSET BOULEVARD PLAN AND PROFILE DI NO C5.17 59 14z 9 Vvi sq � v sso , p W 8" IE 01UP 30+00 £ Q Q' w W +._ + o I FUTURE + 2 F- Z e • SEE SHEET C5.13 FOR CONTINUATION 365 360 355 350 1 345 1 340 1 335 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. G V6 a 9 _ sl ce /21 � --- -- .,� C 1 - - �'-asa---- CB /22 4'BFNc, ., G MNGTON PL NE r SD- 32+00 w w w- } 26 LW 6" SD)"' YD - O 10'.BI) SD SD- 33+00 w w wig rr /`--VU CB #22A RIM=352.10 TO BE CLEARED AND GRADED AND STABILIZED ONLY 8" IE OUT=348.43 OF KEY PLAN NITS a NOTES: LEGEND: EX SDMH TYPE -60" SOLID LID STA 33+53.63, 8.93' .L.... 8 RIM=354.77 EXISTING GRADE AT + M + + 12" IE IN=342.62 (SW) OF ROAD/SAWCUT N o, AV ^ 36 IE OUT=342.64 (E) 39 LF 12" SO ®0.45% - z . "'i "' n '�" 36' IE OUT-342.64 (W),,,, _. STA. 31+30.34 STA. 31+40.00 - :PROPOSED GRADE _ a CIO� II w c N w n.............MTYPE J ---- STA. 30+50.64 STA. 30+60.00 STA. 31+00.00 EL=351.36 EL=351.49 AT FLOW LINE f N -- _-_- - EL=351.16 EL=351.12 : EL=351.12. _ - - - _ FOAM BLOCKING--- ----.,�, 2" WM XING AN 1' UTIL SEP--- 42" VM-XING..... .......... .... TA. 3�STA. 30+43.26 2" W1A RING EL=344.08 31+12.71 PROVIDE ETHAFOAM BLOCKING ./-STA. EL=347.47 SO ® 0.45%FOR LESS THAN 1' UTIL SEP 1F-12" SO 01.41XEXISTING SDMH TYPE -48" 2 PROVDE ETHAFOAM BLOCKINGSOLID LID 1 E P-4 " FOR LESS THAN 1' UTIL SEP m 2 CB 12 TYPE 2_ " STA. 30+38.39, 7,83' LT SOLID UD 144 LF 12" SO 0 0.45% ,;,u� SOLID LID 2-4 " .....RIM=350.59 ._ STA. ..30+85.27,-8.01' LT d n STA. 32+29.73, 8.34'-LT - -- SOLID UD --- -- -- --- 12 IE IN=347.35 (S) RIM=351.15 `�^ w RIM=352.58 STA. 32+70.21, 8.51' LT EX)12 IE IN=345.38 (W) (EX)12" IE IN=344.84 (SW) (EX)12" IE IN=344.18 (SW) RIM=353.07 EX)6" IE IN=345.38 (SE) 8" IE IN=344.84 (SE) 8" IE IN=345.86 (SE) - - 12" IE IN=344.00 (SW) - - EX)12" IE OUT=345.05 (NE) .;(EX)12" IE 00T=344.84 (NE) - - '.. EX 2" IE''. OUT=344.18 NE 12"'. IE OUT=343.80 NE - - Q, OJ no O a no OJ O < [O n O M [O O M O M M M M M M M M M 30+00 30+40 30+80 31+20 31+60 32+00 32+40 32+80 33+20 33+60 KEY TOP UTILITY CIA DEPTH TO TOP UTIL APP. IE BOT UTILITY CIA DEPTH TO BOT UTIL APP. IE VERT' CLEARANCE 10 STORM 12" 44" 345.08 1 WATER 1 6" 50" 344.08 0.50' O STORM 8" 70" 345.88 1 WATER 12" 76" 344.38 0.50' 03 WATER 12" 61" 347.46 1 STORM 8" 67" 346.29 0,50' Call 811 • twD business days before you dig N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR 1. ALL CATCH BASINS WITHIN THE RIGHT - - PROPERTY LINE/ROW LINE OF WAY SHALL BE CONSTRUCTED WITH VANED GRATE LOCKING LID, UNLESS - - ROW CENTERLINE NOTED OTHERWISE. ASPHALT ROADSIDE INFILTRATING BIORETENTION PLANTER PER CITY OF RENTON STANDARD DETAIL 262.00 ON SHEET o P - CONCRETE C5.50 CONSTRUCTED WITH THROUGH -CURB INLET AT UPSTREAM SIDE OF PLANTER CONNECT OVERFLOW CURB TO CONVEYANCE IN ROW. CONTRACTOR SHALL PROTECT BIORETENTION AREA -360- MAJOR FINISHED GRADE CONTOUR DURING CONSTRUCTION TO PREVENT 365 COMPACTION OR SILTATION. -362- MINOR FINISHED GRADE CONTOUR O3 ON -SITE BIORETENTION PER CITY OF -3101- STORM DRAIN LINE RENTON STANDARD DETAIL 262.20 ON • ® CATCH BASIN $a Sb 360 SHEET C5.52. CONTRACTOR SHALL C5.50 C5.50 PROTECT BIORETENTION AREA DURING CONSTRUCTION TO PREVENT CLEANOUT 1 5 COMPACTION OR SILTATION. C5.52 ❑1 BIORETENTION ID 355 ® CONNECT TO EXISTING STORM STRUCTURE. CONTRACTOR SHALL CURB INLET 10 CONFIRM LOCATION AND ELEVATION OF C5.51 STRUCTURE AND CONNECTED PIPES AND NOTIFY ENGINEER OF ANY BIOPOD 350 DISCREPANCIES. 5. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITHIN LESS THAN 18" 345 CLEARANCE. 6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE TYPE S, LINED CORRUGATED POLYETHYLENE (LCPE) 340 PER WSDOT STANDARD SPECIFICATIONS 9-05.19 UNLESS INDICATED OTHERWISE. DUCTILE IRON STORM DRAIN PIPE SHALL BE PER WSDOT STANDARD 335 SPECIFICATIONS 9-05.15. BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB CURB NUMBER ® AREA (SF) ELEV. ELEV. IE TO INLET STA INLET ELEV. 22 90 351.42 351.59 346.92 EX. SD MAIN 31+95.34, 13.D0 RT 351.09 23 76 351.93 352.10 348.43 EX. SO MAIN 31+95,34' 13.00 RT 352.60 R-417860 �j IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4�a of .A,ay�Edjq3ff SURFACE WATER UTILITY DEVELOPMENT ENGINEENING 0 0 JFarah04/01/2022 � msippo04/07/2022 O 1 inch = 20 R. I k Md7 36015th Avenue, Suite 1600 0 2.5 5 10 ISTBR `�Q. Seattle, WA98101 93tONAL W6c, 206.622.5611 1 Inch = 5 ft. VERT 3/11/2022 w mkpff.cam M". AS NOTED °" �"'°'°"'^"A CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 �� DATUM Planning/Binding/Public works Dept. GRADING AND STORM DRAINAGE C5.18 HARRINGTON PLACE NE PLAN AND PROFILE 60 1 s O N O O O N Z 1n O M O O O O N Q J M M M O O O _W Cc a 0 CB 50044 STOP" O POWER RIM 354.96 VAULT 8"GONG IE 3538 (SE)) [PER R-3076031 p CB #23 ENTRANCE - ASPHALT LU H -SS s W SS - 55�355-ST' 5 W - F --46-LF B`sD 010.00% w w w wow (SDYB) T�T`� RIM 35 Q h.�b :W/i01QED. 50 30 SD LU SO 0 7 ` _ 6 cN,l LLI Y � � - 355- �� O U w 4"STEEL .$ E EMPTY ��CC f 5 _ aY JVAvI. ae Mw C 91 Ne�y4 CB #23A RIM=355.14 7 8" IE OUT=351.47 7 x .1. I V FI � I, • hl 365 360 355 350 345 340 335 M un NW \ 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP I'm 11111 8'CPP IE 352,50 (N) - -[PER R-3076661 23 NORTH, RANGE 05 EAST, W.M. `N+ -0 N) CB 50037 8"CPP IE 348,00 (NW) o RIM 35502 8"CPP IE (S) - IS SD H 6"CONC IE 3539 (3 [PER R-307606] 076061 CB 50141 r 1 [PER R-307603] RIM 35491 S� ,T s iNAfi355-68 MULPPLE 8"CPP IE 35Z26 (S) R-30J603 TRASH CAN z[PE,e ee+•u " POWER LINES BARK�SHR C5.41 CB /24 TRANSfORMERR $ EXI T SD H Icv -W w 18LF8" s 6AR�, =Les P CB #25 �1A CB 25A �.-_vowER SS ss "s w _ m -- RIM=354.71 M_ w lE _. _ _ _8" ;q IE OUT- 1.34 _ 8" IE OUT=351.04 s a ® ,i�Tl�''STREfT�- 43+00 y A, -3s6 sp _ AREA AIN17�- ai- _ S0 RIM=355.81® 0.507< R �� R .7i WIN, ].. I II I(Jt.11� SEE SHEET C5.12 FOR CONTINUATION AT FLOW LINE STA. 40+55.20, 8.95' RT RIM=355A9 (EX)36" IE IN=343.07(W) 36" IE IN=343.07 (E) (EX- o g cli ul 0 � S o + v + on + r4i, a H J N W H M N W 73 LF 3C SD 0 -0.59% N W 73 LF 36" SO 0 0.59% PER STORM-TE IE OUT=354 -1 _ Saul �� err•' r•n' i2 Ia J�[drs O 0 m I 1 f 1 f f f f f• f 24 ' ' E11 R KEY PLAN `&-IE 35(�I1I� NTS I' NOTES: LEGEND: Z ? 1. ALL CATCH BASINS WITHIN THE RIGHT - - PROPERTY UNE/ROW LINE OF WAY SHALL BE CONSTRUCTED WITH ~I > VANED GRATE LOCKING UD, UNLESS ROW CENTERUNE NOTED OTHERWISE. ASPHALT "I• • t I s ® ROADSIDE INFILTRATING BIORETENTION PLANTER PER CITY OF RENTON STANDARD DETAIL 262.00 ON SHEET o - CONCRETE C5.50 CONSTRUCTED WITH 4 �16rc" THROUGH -CURB INLET AT UPSTREAM • CURB SIDE OF PLANTER CONNECT OVERFLOW SEE SHEET C5.20 FOR CONTINUATION TO CONVEYANCE IN ROW. CONTRACTOR SHALL PROTECT BIORETENTION AREA -360- MAJOR FINISHED GRADE CONTOUR DURING CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. -362 MINOR FINISHED GRADE CONTOUR ST SDMH. TYPE 2-60" JD UD CB 424, TYPE 2-60" SOLID LID GB 25 TYPE 2-60- SOLID LID I. 41+28.47, 6.96' RT STA. 42+35.540 6.80' RT STA. 43+42.98, 7.71' RT =355.90 STA.41+74.40 RIM=355.69-- RIM=355.43 IE-IN=351.57 (SE) ---EL=355.68 -- -- (EX)36" IE IN 345.70 (E) - -- --(EX) 36" IE-.IN=347.07 (E) IE IN=344.35 (E) PROPOSED GRADE 8° IE IN 349.57 (S) EXISTING GRADE AT �, 8° IE IN=349.40 (S) IE IN=345.50 (S) AT FLOW LINE (EX)36" IE OUT=345.70 (W) OF ROAD/SAWCUT (EX) 36" IE OUT-347.07 (W) IE Am351-(NE)--(NEB STA. 43+44.60 EL-355.18 - - IE W=35D.00 (NW) __._. ___. - _ IE OUT=343.50 (W) STA. 42+10.01 _ STA. 42+40.00 STA. 42+76.94 107 LF 36" SO 0 1 LF 3V SD LJ STA. 43+85.95, 8.20', RT RIM=355.32 24" IE W=347.56 (E)_ 6" IE IN=351.26 (SW) --. EEJEFFERSON PROFILES FOR NORTH -SOUTH UTILITY 6" IE IN=351.66 (SE)I ROSSINGS AT 12TH JEFFERSON INTERSECTION 6" IE IN=351.61 (NW) 12" IE IN=348.91 (N)! 36" IE UT=347.61 n OJ O O UV UV UVOJ n UV UV UV UV UV fs UV UV UV UV UV ,fl N U� •fl •fl •fl •fl •fl u7 M M M M M M M M M M M M M M M M M M M 40+00 40+40 40+80 41+20 41+60 42+00 KEY TOP CIA DEPTH TO APP. IE BOT UTIUTY CIA DEPTH TO APP. IE VERT. UTILITY TOP UTIL BOT UTIL CLEARANCE Qj WATER 12" 40" 1351.60 1 STORM 1 36"1 111" 1 346.59 1 4.01' 02 SEWER 80 1 80" 1 348.50 1 STORM 136"1 94" 1 344.36 1 1.14' Call 811 • two business days before you dig N0. 42+40 42+80 43+20 43+60 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR 365 3 O ON -SITE BIORETENTION PER CITY OF -w- STORM DRAIN LINE RENTON STANDARD DETAIL 262.20 ON ® $Q $b SHEET C5.52. CONTRACTOR SHALL CATCH BASIN CRIO C5.50 PROTECT BIORETENTION AREA DURING 360 CONSTRUCTION TO PREVENT CLEANOUT 1 5 COMPACTION OR SILTATION. C5.52 ❑1 BIORETENTION ID ® CONNECT TO EXISTING STORM 355 STRUCTURE. CONTRACTOR SHALL CURB INLET CONFIRM LOCATION AND ELEVATION OF C5.51 STRUCTURE AND CONNECTED PIPES AND NOTIFY ENGINEER OF ANY EJ BIOPOD DISCREPANCIES. 350 5. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITHIN LESS THAN 18" CLEARANCE. 345 6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE TYPE S, LINED CORRUGATED POLYETHYLENE (LCPE) PER WSDOT STANDARD SPECIFICATIONS 340 9-05.19 UNLESS INDICATED OTHERWISE. DUCTILE IRON STORM DRAIN PIPE SHALL BE PER WSDOT STANDARD SPECIFICATIONS 9-05.15. 335 BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB CURB NUMBER ® AREA (SF) ELEV. ELEV. IE TO INLET STA INLET ELEV. 24 78 354.63 354.80 350.96 EX. SO MAIN 40+59.54, 20.00' RT 355.30 25 57 354.84 355.01 351.34 EX. SD MAIN 101 0.00' RT 20.00' RT 355.51 26 80 354.54 354.71 351.04 EX. SD MAIN 42+60.95, 20.00 RT 355.21 R-417861 IN COMPLIANCE WITH CITY OF RENTON STANDARDS N 4�a of wA yEd SURFACE WATER UTILITY DEVELOPMENT ENGINEERING 0 0lq3ff JFarah04/01/2022 � msippo04/07/2022 O 1 inch = 20 1L HORZ M47 36015th Avenue, Suite 1600 0 2.5 5 10 o�RACIST8R�`{Q� Seattle,WA98301 6EEWTEMMEEI93(ONAL W6f 306.632.5811 1 inch = 5 R. V1RT 3/11/2022 w .kpffxom mm M„AS NOTED RIZ"'""' 1MV1°°' CITY OF SOLERA FENTON 2842 NE SUNSET BLVD °°®°"' Vaff RENTON, WA 98056 �� DnruM Planning/Bonding/Public Works Dept. GRADING AND STORM DRAINAGE C5.1 9 NE 12TH STREET PLAN AND PROFILE 61 4, O N O 0 O N Z 1n O M O O O O N Q J M M M 0 O O W a 00 v 0 v LU H Q W J O U) 375 370 365 360 355 350 345 340 335 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 21 LF 12" / 1.34% h / ROTATE AND RELOCATE EX TYPE 1 CATCH BASIN TO FLOWJNE. REMOVE EX 6" PIPE WEST OF CATCH BASIN. RIM= 354.36 EX. 6" IE OUT=352.85 (NE) L. n $ $ $ $ o EXISTING GRAD AT OF ROAD/S WCUT " s dv S n _._.$ $ ;R -__ $ ^ $ $ N N _. � ` i _.. � On + _. _._. E PROPOSED GRADER SOLID LID _. ,� M �+ M M m AT FLOW UNE STA. 82+60.23, 3.66' LT NE J v6�i J y h w N J N w n + RIM=355.59 rn w ro o 12 IE IN=349.93 (W) � n 12" IE OUT=348.92 (N) cHO o. 12" SO 01.DO% 6° WM XING �� tow ago n �,.. v"i + n ------ 66 LF -....STA + __ _._rn �I dil m � EL-361.49 - 5 CO w INC)ICI6" $D XING O 6" Wm XING �� 82+89.26 STA. 81+50.84 3+8EL=360.62SOUR LID_._ __ _ C7--TYPE -48-. -..._ _._.. _.-3" WM XINGSOLD STA. 80+29.01, 5.54' LT UD STA. 80+94.50, 2.81' LT(EX)18" STA. 81+97.49 365.74 356.8418" IE IN-35Z95 (NE) RIM=365.56EL IE (N(S 12° IE IN=359.60 (SW)(EX)18" 4" XING 9TYPE2-48* OT=357. IE OUT=357.95 (SW) 12"-IE OUT=359.60 (SE) - -- -- . STA. 81+88.82 .18° ELCI EXIS SOLID LID STA. 82+99.47, 9.68' RT RIM=355.39 12" IE'..IN=348.50 (S)... 24" IE',, OUT=347.67 I'I(W) tb YJ I� YJ tp tp VJ VJ M YJ r < N r r O OJ O> r r; YJ M M M M M CC>M M M CC> M 'TCM M M M M 80+00 80+40 80+80 81+20 81+60 Call 811 1, • business days before you dig N0. 82+00 82+40 82+80 CIVIL CONSTRUCTION PERMIT JON 103/12/211 JET CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 109/03/211 JET CIVIL CONSTRUCTION PERMIT RMUBMITTAL TJP 01/12/22 JSF CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 03/11/22 JET REVISION BY DATE APPR 375 370 365 360 355 350 345 y�I KEY PLAN NTS NOTES: LEGEND: 1. ALL CATCH BASINS WITHIN THE RIGHT OF - - PROPERTY LINE/ROW UNE WAY SHALL BE CONSTRUCTED WITH VANED GRATE LOCKING LID, UNLESS ROW CENTERLINE NOTED OTHERWISE. ASPHALT O2 ROADSIDE INFILTRATING BIORETENTION PLANTER PER CITY OF RENTON STANDARD DETAIL 262.DO ON SHEET C5.50 o o CONCRETE CONSTRUCTED WITH THROUGH -CURB INLET AT UPSTREAM SIDE OF PLANTER CONNECT OVERFLOW TO CONVEYANCE IN CURB ROW. CONTRACTOR SHALL PROTECT BIORETENTION AREA DURING -360- MAJOR FINISHED GRADE CONTOUR CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. 362 MINOR FINISHED GRADE CONTOUR O3 ON -SITE BIORETENTION PER CITY OF -so- STORM DRAIN LINE RENTON STANDARD DETAIL 262.20 ON H4 $b SHEET C5.52. CONTRACTOR SHALL ■ Q CATCH BASIN PROTECT BIORETENTION AREA DURING C5.50 C5.50 CONSTRUCTION TO PREVENT COMPACTION OR SILTATION. • CLEANOUT 1 5 ® CONNECT TO EXISTING STORM STRUCTURE. C5.52 BIORETENTION ID CONTRACTOR SHALL CONFIRM LOCATION AND ELEVATION OF STRUCTURE AND CURB INLET �� CONNECTED PIPES AND NOTIFY ENGINEER C5.51 OF ANY DISCREPANCIES. El BIOPOD 5. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITHIN LESS THAN 18" CLEARANCE. 6. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE TYPE S, LINED CORRUGATED POLYETHYLENE (LCPE) PER WSDOT STANDARD SPECIFICATIONS 9-05.19 UNLESS INDICATED OTHERWISE. DUCTILE IRON STORM DRAIN PIPE SHALL BE PER WSDOT STANDARD SPECIFICATIONS 9-05.15. 340 s . �� 335 F.`X ox NAsyvF'EA 0 10 20 40 1 Ind1 = 20 fL HORZ 16015th Avenue, Suite 1600 9BBd9 0 2.5 5 10 o RACISTSeattle, WA 98101 83+20 10NAL 'V 2N.622.5822 1 inch = 5 ft. VERT w .Icpff.cam 3/11/2022 M,. AS NOTED HAND III °" � HAD III CITY OF ' RENTON DATUM Planning/Building/Public Works DeptIF �� NOT ONE INCH SCALEcaw,w BIORETENTION BOTTOM BOTTOM OVERFLOW OUTLET CONNECTED CURB CURB NUMBER ® AREA (SF) ELEV. ELEV. IE TO INLET STA INLET ELEV. 27 54 364.73 364.90 360.33 CB #37 82+04.59, 16.50' LT 365.40 28 147 356.22 356.39 351.69 CB #38 82+32.610 16.50' LT 356.89 ON -SITE 82 392 365.00 365.17 351.94 BIORET #25 N/A N/A OVERFLOW ON -SITE 83 376 355.43 355.60 351.16 BIOORET #27 VERFLOW N/A N/A R-417862 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah04/01/2022 msippo04/07/2022 01 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 GRADING AND STORM DRAINAGE KIRKLAND AVENUE NE PLAN AND PROFILE SRI OWNING NO C5.20 62 14z Z V) O M O O O O N Q J LM M M O O O I 00 00 v 0 v LU F- LU J O U) g s NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 7�% " , i I o SO TO REMAIN I q1� w � � �I I 3 N N I ; s LEGEND: PROPERTY LINE -- ROW LINE ROW CENTERLINE PROPOSED ASPHALT PROPOSED CONCRETE STORM LINE ■ © CATCH BASIN • CLEANOUT HIM IF 22 LF E==1I �cc f•fr :• tt L '+ •r 0 1.10% E f f f •f L STRUCTURE " 2-54 `O f r r 0 t v .!' rr , f r A / c1 LF 12°' 1.00 m _ a tD L8" 8 TYPE 2 `s- 345.81 IN=341.00 (SE) E IN-340.47 (NE) E OUT=340.47 (NW) 14426 NW 0 Z° ° P V �o o �� aes o I �I �I V • '.LF _ee . 1+00 CURB -360- MAJOR FINISHED GRADE -362- MINOR FINISHED GRADE BIORETENTION PLANTER L:-:-:-J CURB INLET ® BIOPOD uu uu 0 + o 0 0 + o I N U STORM CHAMBERS, SEE SHEET C5.60 FOR ENLARGEMENT CB#26, TYPE 2-54° SOLID LID RIM=349.67 12" IE IN= 340.75 (NE) FRAME & SOLID LID COVER 6" IE OUT=341.75 (SW) MARKED "DRAIN" WITH LOCKING BOLTS HANDHOLE STEPS to OR LADDER O co 18 LF 12" SO 0 7.84% O O ROOF DRAIN POC ELEV. 345.72 �_ 12" IE=342.19 O SHEAR GATE WTH CONTROL N C5.31 ROD FOR CLEANOUT (ROD BENT AS REQUIRED FOR VERTICAL J 12" RISER ALIGNMENT WITH COVER) CLEANOUT RIM=350.88 IE=341.47 12"0 12"0 ELEV. 340.75 _ z co oA co M PIPE SUPPORTS, O 00 REFER TO NOTE 3 00 12" SECTION OF PIPE 1- ATTACHED BY 1" GASKETED BAND TO " d ALLOW REMOVAL 1/2"0 ORIFICE I SUNSE-f LVD � i 2+QQ NOTES: 1. CONTRACTOR SHALL VERIFY LOCATION AND ELEVATIONS OF EXISTING UTILITIES AND NOTIFY ENGINEER OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION. 2. CONTRACTOR SHALL ADJUST ALL EXISTING MANHOLE/CATCH BASIN RIMS TO FINISH GRADE GRADE WITHIN AREAS AFFECTED BY THE PROPOSED IMPROVEMENTS, UNLESS NOTED OTHERWISE. 3. ALL STORM DRAINAGE PIPE 12" OR LARGER SHALL BE TYPE S, LINED CORRUGATED POLYETHYLENE (LCPE) PER WSDOT STANDARD SPECIFICATIONS 9-05.19 UNLESS INDICATED OTHERWISE. DUCTILE IRON STORM DRAIN PIPE SHALL BE PER WSDOT STANDARD SPECIFICATIONS 9-05.15. 1 CIVIL CONSTRUCTION PERMIT JON 03/12/21 JET I 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JET 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 01/12/22 JSF owu MDR/TJP Call 81 1 4 CIVIL CONSTRUCTION PERMIT RESUBMI TAL TJP 03/11/22 JSF KSA/JEP • two business daysCHE before you dig `"@MNF N0. REVISION BY DATE APPR F------- - J s d9�q 9� 3+00 FLOW RESTRICTOR NOTES: 1. ALL METAL PARTS SHALL BE CORROSION RESISTANT METAL. GALVANIZED METAL SHALL BE ASPHALT COATED (TREATMENT 1 OR BETTER). 2. FRAME AND LADDER OR STEPS SHALL BE OFFSET SO THAT: A. CLEANOUT GATE IS VISIBLE FROM TOP. B. CLIMB -DOWN SPACE IS CLEAR OF RISER AND CLEANOUT GATE. 3. PROVIDE 3"X.090 GAGE SUPPORT BRACKETS ANCHORED TO CONCRETE WALL (MAX. 3' D.C.). 4. LOCATE ELBOW RESTRICTORS TO PROVIDE MINIMUM 2' CLEARANCE FROM STEPS, LADDER, SIDE OF VAULT, OR INLET PIPES. Y 3 T4R� p4 WA 36015th Avenue, Suite 1600 0 10 20 40 oAO,kdt•�yf¢e60`�y6' Seattle, WA 98101 93tONAL W60 206.622.5811 1 inch = 20 feel a Jcpff.c•m 3/11/2022 HAND III AS NOTED "4`°""'°'°"n°°' CITY OF 111%' FENTON AT FOP SZ11 DATUM Planning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCOACRINCLY KCRS, FIGURE R-417863 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah 04/01/202: c I I msippo04/07/2022 01 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 STORM DRAINAGE PLAN OWNING NO C5.30 63 14z 00 T NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Q W J O U) Z Lo O co O O O O N Q J CM M co O O O 00 MT LL .1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 C) 7 59' ROW C) � I 29.5' 29.5 I LU F- 8.5 LANDSCAPE 8.5 LANDSCAPE H 5.0 / 6.0 10.0 TRAVEL LANE 10.0 TRAVEL LANE 6.0 / 5.0 SIDEWALK BIOREIENTION PARKING OR PARKING OR BIORETENTION SIDEWALK LANDSCAPE I LANDSCAPE 1.5% PER PLAN 2% 2% PER PLAN 1.5% iiiii}ir?� ------ ------ irk/,riiii!i ------ /��/��/��iA�iA�/A�iAA�a\ , iAAi ASV AAiAAiAAiA�iA�i��iA�/A�/ice �i�/%/i /i�%�AN� Q CEMENT 3 3 CEMENT � CONCRETE CONCRETE LU CS 42 SUBGRADE SHALL BE FIRM AND C5.42 J SIDEWALK UNYIELDING FREE OR ORGANICS SIDEWALK 4" HMA CLASS 1/2" O e CEMENT CONCRETE TRAFFIC AND COMPACTED TO 95% MAX. CEMENT CONCRETE TRAFFIC e U) C5.42 CURB & GUTTER 6" CRUSHED ROCK DRY DENSITY PER ASTM D1557 CURB & GUTTER C5.42 BASE COURSE (MODIFIED PROCTOR) 8.5 CEMENT 3 CONCRETE C5.42 SIDEWALK eCEMENT CONCRETE TRAFFIC - C5.42 CURB & GUTTER a t Call 811 two business days o before you dig c NO. SCALE: 1" = 4' C5.1�0, C5.12 59' ROW LANDSCAPE I LANDSCAPE - PER PLAN 2% I 2% PER PLAN SUBGRADE SHALL BE FIRM AND 4" HMA CLASS 1/2' UNYIELDING FREE OR ORGANICS AND COMPACTED TO 95% MAX. 6" CRUSHED ROCK DRY DENSITY PER ASTM D1557 BASE COURSE (MODIFIED PROCTOR) NE 11TH STREET % CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION SCALE: 1" _ BY I DATE I APPR C5.1�3, C5.14 8.5 3 CEMENT —/ C5.42 CONCRETE SIDEWALK - CEMENT CONCRETE TRAFFIC e CURB & GUTTER C5.42 lcpff 36015th Avenue, Suite 1600 o� dCI3TeR^"`{Q Seattle, WA 98101 93tONAL ' 2N.622.5822 3/11/2022 www.kpff.com ME HAND III AS NOTED a4`°N'� HAD IINOI A111111111111111116 CITY OF ' FENTON � viav � DATUM � caw�w Planning/Building/Public Works Dept. IF HOIN ONE INCH R-417865 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 ROAD SECTIONS 141 OWNING NO C5.40 65 14z Z CM M M O O O 00 a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Go Hit I O V 0 LU H Q W J O W 12' SIDEWALK 1.5% CEMENT CONCRETE @42 SIDEWALK 100' EXISTING ROW of 30 N SIDE— 7.5't LANDSCAPE N 6.5' PARKING W 12' DRIVE AISLE 6.5' PARKING WALK (VARIES) 24.5'1 (VARIES) O T o I 1 T I N VARIES VARIES SEE PLAN SEE PLAN -- — — CEMENT 7 CONCRETE C5.44 MONOLITHIC CURB 10" VEHICLE CONCRETE - PAVEMENT 6" CRUSHED ROCK BASE COURSE 50' EXISTING ROW I EXISTING TO SAWCUT I REMAIN MATCH EX ------------------------------- SUBGRADE SHALL BE FIRM UNYIELDING — FREE OF ORGANICS AND COMPACTED TO 95% MAX DRY DENSITY PER ASTM D1557 (MODIFIED PROCTOR) CEMENT @744 CONCRETE MONOLITHIC CURB 1.5' ROW DEDICATION 1 1, NE SUNSET BOULEVARD YNc11mm PL o ! 0 r00� F •b 13' TRAVEL LANE 8.5' LANDSCAPE 5' w /BIORETENTION SIDEWALK EXISTING TO SAWCUT I I REMAIN I I MATCH IX 15 � 2% ] F— ____ /77/Alw� CURB & 1 CEMENT 3 CONCRETE C5.42 .4" HMA CLASS 1/2" GUTTER C5.42 SIDEWALK 6" CRUSHED ROCK BASE COURSE HARRINGTON PLACE NE ESIDENTIAL ACCESS ROAD SCALE: 1" = 4' 3I & IH• I I 0.5' 5' SIDEWALI I I 1.5% CEMENT CONCRETE SIDEWALK C5.15 �C5.17 20' 2% SUBGRADE SHALL BE FIRM UNYIELDING ­N' FREE OF ORGANICS AND COMPACTED TO 4" HMA CLASS 1/2" 95% MAX DRY DENSITY PER ASTM D1557 6" CRUSHED ROCK (MODIFIED PROCTOR) BASE COURSE NE 12TH STREET - GREEN STREET (COLLECTOR ARTERIAL ROAD) %F1 SCAI F 1" - 4' r9 ro 60' ROW �o I I 8.5' LANDSCAPE/ 6' 10' BIORETENTION PARKING OR I LANDSCAPE PER PLAN SAWCUT MATCH EX EXISTING TO I REMAIN CURB & �111,111/1.` NNA i.vi.vI, i,ii,.i i,.ii,.i ,.ii,.i GUTTER SUBGRADE SHALL BE FIRM UNYIELDING 1 4" HMA CLASS 1/2" FREE OF ORGANICS AND COMPACTED TO 7 6" CRUSHED ROCK 95% MAX DRY DENSITY PER ASTM D1557 BASE COURSE (MODIFIED PROCTOR) KIRKLAND AVENUE NE (RESIDENTIAL ACCESS ROAD) SCALE: 1" = 4' 1 CIVIL CONSTRUCTION PERMIT 1 JON 103/12/211 JSF ZLN CIVIL CONSTRUCTION PERMIT RESUBM1 AL I TJP 109/03/211 JSF .......... Call 811 li • two business days before you dig N0. CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR AS NOTED RIZCNTL� 1H"D°�n901 � � DATUMIF NOT ONE INCH lq3ff 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 www.kpff.com AVIIIIIIIILCITY OF ' RENTON Planning/Building/Public Works Dept. J 9.5' ROW DEDICATION F IB z F Ix I�w 81 LANDSAPE/ 6' I� --- -- 1`5% BIORETENTION PLANTER CURB &e GUTTER C5.42 Lo O M O O O O N Q J 00 CEMENT a CC CONCRETE C5.42 d SIDEWALK R-417866 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD "' RENTON, WA 98056 MC5.41 ROAD SECTIONS 66 is NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 INNI O act W 1— Q W J O V! FACT or Ours la R I-R. 1$e TRADE, L F IJOE- R ROADWAY 0 IT CEMENT CONCRETE TFUr1CFRB CURB AND GUTTER FACE OF ADJACENT CURB fit? tJ3 PANA WnENVAER LK124 FAE ENTRANCE ,jaP , r �6YLIYAY I`6F DEPRESSED CURB SECTION ATSIDEwAJNRAMPS 1 Fr R iaREMMOLDED INTIFILLT E FULL -DEPTH E%PANSIONJOINT CEMENT I3"R. } 6—j1F�ED OBIANSIDEWALK NONE CTF VARIES t L�J RIES i fi�TOD 6' IOW TRUER D CEMENT CONCRETE PEDESTRIAN CURB AT SIDE W ALS RAMPS um L.wDINaS FPCEaFAoInCFncOBs SEE VEPRESET) CURB DETAIL, Top OF -� 1- m rs-R. nvnvwav DEPRESSED CURB SECTION FOR r:OMUFRESIDENTIAL RCI nPlVIEWAYS SEE FEEE ONLY lmrz FACE OF CURB 6 In R. _sta LCHFACE OF ADJACENT CURB I }—Y11'1111�—TOP OF SURFACE GLTEB N. a POAOWAY i yr _ B. CEMENT CONCRETE T TRAFFICQURBJ DEPRESSED CURB B DETAIL AT REEIDENTRAL OR COMMERCIAL DNVMAVs ANOAl1EV9, ENERLL NOTES: n, s..wnean Pane JDEMoe,6um,are e.Pan:Ion and wn,.—.[Impel;: Rj rroannonlomee.n ps rvo JvyiL.a/e-U�yymmmeuepmnnm: 3� Fw MPlessee MonollNk Onvcay Curd6Gunor Begbn.Sm BNneeN p4e1W.P PUBLIC WORKST III CEMENT CONCRETE CURBS DEPARTMENT• CEMENT CONCRETE CURBS NTS rs,/1 Call 811 • business days before you dig CEMENT CONCRETE CURB CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION NTS BY I DATE I APPR SA AS NOTED R4`°"'� xb 9°°n°a, �� DATUMIF ACT ONE INCH Al ErvU�0.v%UEmi _ nn I!Oxlx<, la rJ%irr n 5Al WIN [S/ M Y9� WRIT WISEOEWE Toy of cw MRCA°V TO CURB r m PrArlind AN) ON in ADJOCCENT TO CURB � I .uotwFv eFORsonux NI eaaw[ nr(xlnrrw.l w"Uon n w [ p® ' Vd- uARATCALWALL SF: mw[iz� T ADJACENT TO CURB ANDDR�ATIND ORwuL y�—1 FORSION THAOTODECT: eeDe�AmeeENT TD wiTr:oEFuWALI VICE NOTE In_n i L All XORRL Finland WHARF� N r.d tnormm.wl.Tm, esxdM 'ADJAOEdT TO SUFFER SERPFORCLARB uOEa J \l i NOTES _f AI uYe FWeN Nae r ®�\ V 7 AnN re xi"oFw"'t".urva. Mn. nd Ind wNRr B..""B` a cn rtiE n \ i HE✓ Fl,aom,,, .xa6xm xooF came WINDS Nil en.®and mmar ^°33, N,�M c mand TO aNmAcnwv BlVa m area I mEty.a. JOINMANDFINISH ET AIL f, Nor Cernern Cal 11 not renu For mbmneee NOTESeee pem NEmrn nw6a }I) rtna[e $TO PLACE! M I.2. WROOT IXO[ N J •i SmN uncr�e Curb - plan Fl0ld "� ) Paved MrhreS THUS, WRIPIY [NIII amx, ry ..Ilii E FI1LLLEPM i WnIERI 4,00 . STO PI 102.1 ae, eOW_nble. Fwsuarw RNI PUBLIC YORKS I CCEMENTT_'GONGRETE DEPARTMENT BrOEWACKF CEMENT CONCRETE SIDEWALK NTS C5.40, C�1 kpff 1601 SUL Avenue, Suite 1600 Seattle, WA 98101 206.622.5611 www.kpff.cam AVIIIIIIIIIL CITY OF ' FENTON Planning/Building/Public Works Dept. R-417867 IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 ROAD DETAILS NauruDRANANG AN C5.42 67 14z Z V) O M O O 0 O N Q J CM M M O O O I 00 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 T Q NET F— LU J O U) /—EXISTING ASPHALT 2.0' MIN. NEW CURB PAVEMENT (SEE NOTE 2) & GUTTER SAWCUT (SEE NOTE 2)� n =Law ARTERIAL STREET MINIMUM 1 HMA (a B) (S JI`( (BEE NOTE 1),), O OVERERIME; ` 6" CRUSHED ROCK a�,ao lo! T�tFFT MINIMUM 1 A' HMA m ). O Clan B) TI (SEE NOTE 1), OVER 8" CRUSHED ROCK NOTES: 1. MUST MATCH EXISTING THICKNESS IF GREATER. 2. SAWCUT SHALL BE POSITIONED 1' - 0' BEYOND EDGE OF DAMAGED PAVEMENT. 3. THE INTENT OF THIS DESIGN IS TO DESCRIBE PAVEMENT PLACEMENT AT THE GUTTER FACE. SEE STANDARD PLAN FOR CEMENT CONCRETE CURBS. PUBLIC WORKS CURB AND GUTTER DEPARTMENT REPLACEMENT DETAIL CURB AND GUTTER REPLACEMENT NTS Call 811 • two business days before you dig N0. E CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CNIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR IN. INEEN,11I EI ! MI I EE 1 I Ali CONCIEFTE €, .a EHE, IT HIM I L III, .. r ., ,. (� va., IEINEIIC�FTI-, CON - WMMp WE:LI ,,"ENCIENVIIIII .Eaa.€�.,n.•wa•«.E_JT. T= 1 w»E Mreor—� .14 PI T— In MEE Man 1IT11 CMI II FINE:nv - SOMMICme s...sm.swESMs SID. PLAN - IO6.1 •� PUBLIC WORK? CEMENT CONCRETE DRIVEWAY LPP CEO. DEPARTMENT ENTRANCE - TYPE R1 CEMENT CONCRETE DRIVEWAY ENTRANCE NTS R-417868 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4�a of "",ay`�dff DEVELOPMENT ENGINEERING O msippo 04/07/2022 gay 36015th Avenue, Suite 1600 P�R"CISTP.N�`{A� Seattle,WA98101 93(0NAL 1W' 306.622.5811 3/11/2022 w .RpR.cam NNI S AS NOTED °Z°"�" HAD On III CITY OF SOLERA 2842 NE SUNSET BLVD °° K viav RENTON RENTON, WA 98056 �� DATUM A Planning/Building/Public Works Dept. C5,`t3 IF NOT ONE INCH II "`° LY ROAD DETAILS Carr' es 14, O N O T O O CV Z LO O co O O 0 O N Q J LM M M O O O I 00 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. OO Nit I Q LU F— LU J O Tn CEMENT CONCRETE SIDEWALK %Y L GRADE BREAK (TYP) DEPRESSED MONOUTIIC URB & GUTTER SEE DETAIL THIS SHEET) TYPE C28 — ISOMETRIC VIEW (COMMERCIAL, WITH BUFFER) 1 WHEN A DRIVEWAY TMEXCEEDS 1 FULL DEPTH EXPANSION JOINT AI3/6• JONTNA FlLLERCT ALONG THE DRIVEWAY LANE UNES (SEE SM. PLAN 102). CONSTRUCT EXPANSION JOINTS PARALLEL WITH THE CENTERLINE AS REQUIRED AT 15' MAXIMUM SPACING MEN DRIVEWAY MIDTHS EXCEED 30' 2. SEE SM. PLAN 102 FOR SIDEWALK DETAILS. 3. CURB AND GUTTER MOM, OTHER CURB DESIGNS MAY BE SPECIFIED. SEE SM. PLAN 101 FOR CURB DETAILS. 4. STREET STANDARDS = RENTON MUNICIPAL CODE (RMC) TT£ IV DEVELOPMENT REGULATIONS CHAPTER 6 STREET AND UTILITY STANDARDS SECTION 4-6-060 STREET STANDARDS DRIVEWAY STANDARDS — RENTON MUNICIPAL CODE (RMC) TITLE IV DEVELOPMENT REGULATIONS CHAPTER 4 CITY—WIDE PROPERTY DEVELOPMENT STANDARDS SECTOR 4-4-080 PARKING. LOADING AND DRIVEWAY REGULATIONS 5. THE DRIVEWAY RAMP LENGTH IS NOT REQUIRED TO EXCEED 15% WHEN APPL)ANG THE 15' MM. LENGTH, THE RUNNING SLOPE OF THE DRIVEWAY RAMP IS ALLOW1iD TD EXCEED &OX USE A SINGLE CONSTANT SLOPE FROM BOTTOM OF RAMP TO TOP OF RAMP TO MATCH INTO THE SIDEWALK OVER A HORIZONTAL DISTANCE OF 15'. 6. FIXED OBJECTS INCLUDING STREET TREES AND STREET UNIT POLES SHOULD NOT BE LOCATED CLOSER THAN 10 FEET FROM THE DRIVEWAY EDGE. 1. THE EXPANSION JOINTS (SEE SM. PLAN 102) SHALL BE SPACED AS SHOWN IN THE CORRESPONDING ISOMETRIC MEW. e. SLOPES SHALL COMPLY WITH THE REVISED DRAFT GUIDELINES FOR ACCESSIBLE PUBUC RIGHTS —OF —WAY JULY 26, 2011. SLOPES MALT BE BUILT TdTHIN +/— 0.3% OF SLOPES SHOVM ON THE STANDARD PLANS. 9. CURB RETURNS FOR ANY TYPE C—MAX DRIMEWAY MAY BE APPROVED ON A CASE —BY —CASE BASS CURB OME N THIS SHEET CUMBETNL r1/2' R. �IOP Ci Y—e• e' MOM DRIVEWAY UNCATINNAL. EXPANSION mn SHALL BE FULL DEPTH DEPRESSED MNOUIHIC CURB At GUTTER DETAIL OF ADJACENT CURB 1• fl. EPRESSED CURB DETAIL AT RESIDENTIAL N COMMERCIAL 10. SEE RMC 4-6-06O.F.2 FOR SIDEWALK WIDTH. 5' MINIMUM TYPICAL. 11. ALL RAMPS & LANDING EDGES SHALL BE SEPARATELY FORMED. R=ReMdenual, C=Cmnmencld f i Number of Lonee 1 (MAX-4 Lone Commercial) B—Buffer (Planting Strip). Blank —No Buffet CEMENT CONCRETE DRIVEWAY S1D PI9N — BUC WORKSDEPAEENTRANCES - NOTES AND DETAILS APPROVED: CEMENT CONCRETE DRIVEWAY ENTRANCE 5 NTS F Ot c3 10 g a • Call 811 • two business days o before you dig 4 FEEL � E ON THE DRIASNAY AEPRENECH IS N�� We ISTIFF OTHERWISEME 4. Too t IN VMN nml COMENTCONCRETE D aim �w"�i .vAramws Reamv..w n�mma., �o<aFrw��.uaemM � \ ,,,�uaP.ma�uv.aaaee�m ... w O �cm TIME / TYPE R1B — ISOMETRIC VIEW (RESIDENTIAL, WITH BUFFER) FOR NOTES STD. PLAN 1042 CEMENT CONCRETE DRIVEWAY SM PLAN — 104.3 4 S'e 4 PDUH�LIICC NET ENTRANCE - TYPE FIB 8 pppROVED: _ CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL N0. I REVISION NTS BY I DATE I APPR AS NOTED RIZONT' NUN IRE NET ^°°' DATUM AT Eu IF MET ONE INCH GRADE — POINT 1"R CEM. CONIC SCORE LINE -4 a - 3 V d Q o G a. lq3ff 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 WWw.kpff.com AVIIIIIIIIIIIACITY OF ' RENTON Planning/Building/Public Works Dept. 'viv/\i, I— THICKENED COMPACTED EDGE SUBGRADE NOTE: "HE MUST BE 6" FROM FINISHED ROADWAY GRADE UNLESS OTHERWISE SPECIFIED NTS R-417869 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 ROAD DETAILS SWEDENUFAMING NO C5.44 69 14z 0 N O 0 0 O N Z V) O M O O O 0 N Q J M M M 0 0 O I M00 LL NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. cO T Q W 1— FQ LL LU J 0 U) DocuSign Envelope ID: 6EECIES6602A-0E IA-B436 A317AA638878 m 40> FIF ANO VPNEO GM HE 7 1 2.4 e_12 OR24 OWN I BAROOP FOR A HE GET IC EMTENT(SPAO EQUALLY) SEE NOTE 1 ALTERNATIVE PRECAST BASE SECTION PIPE ALLOWANCES PIPEEMATERVAL INSIDE DIAMUER REINFORCED OR HUNG CONCEPTS IF ALL METAL PIPE IF CASSR 12 BID SPEC ALL DO SOLD WAIT ABC CFO BASIC SUM GAN IF ARCANE WALL FAKE - CORRUGATED POLYETHYLENE STORM, AGREE NOTES: AL PRECAST PS(PLACED INN ACCORDANCE NU IIEOR wI PE MESH HAVING n MIN SUN AREAOF 0 12 SQUARE INCHES PER LADY MALL BE USED WITH ME MIN MUM REDO RED REFEAR SHOWN IN THE ATTERNATICE PRECAST BASE SECTION MOREMESH SHALL N07 SE PLACED IN THE KNOCKOUTS AS AN AMCCE EREt?AiDv rtp ADJUSTMENTSEc Iroi. www MESH HAVING A MINIMUM EA OF 012 RUNWAY INCHES PER FEET MAY BE USSO 2 DUE KNOCKOUT DAMETER SHALL H07 US GREATER III KNOCKOUTS SHALL HAVE A WALL THICKNESS MINIMUM GAP BETWEEN THE KNOCKOUT WALL AGO THE OUTSIDE CE ME PIPE AFTER THE PIPE IS INSTALLED IT LL THE GOP WITH JOINT MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION He 3 3, ME MAXIMUM DEPTH FROM THE FINISHED MADE TO ME LOWEST PIPE INVERT $HALL BE 5 FEET 4 ME FRAME AND GRATE MUST BE INSTALLED WITH THE FLANGE DOWN 5. ME PRECAST BASE SECTION MAY HAVE A IF .OR DR .THE WEELLS MAY eE ELOPED AT A RATE OF ?AV6 ME OPETUNG SHALL BE MARCURED AT THE TOP OF THE FRECAND BASE SECTION 7 ALL PICKUP "WE$ SHALL BE SHOUTED FULL AFTER THE INLET HAS BEEN PLACED USE GROUT TUBE 2 FOR STANDARD SPECIFICATION ANON SHRINK APPLICATIONS SK Dll) cEwnH 8 ALL GRACE RINGS AND CAMINGS SHALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD MODIFICATION EaLrolrv?sAPPLY ASKS . UISERS. ANDR'D FRAMES 9, MORTAR SHALL BE MIXED AND APPLIED PER MANUFACTURER S DIRECTIONS. ,woE By 10 FRAME MODEL BE ANSI TO PAVEMENT DETERMINED WITH A STANDARD EDGE OF SUFFICIENT MERGED RIED PUBLIC WORKS .,,.. STD. PLAN -200.00 � DEPARTMENT CATCH BASIN TYPE 1 C'xZ 9/28/2018 1 DATE NTS :45 AI Call 811 • business days before you dig DocuSign Envelope ID'. 6EECF566-602A-0E4A-B436 A317AA638878 CATCH BASIN FRAME AN D RANGE GRATE PER 'To PLAIN 204 OF ,. ONTwsECCls SECTION SECTIONS MORTAR, BYPI. SEE NOTES P MIN ISMAK FLAT $LAB MY US OF OR PAY SEE NOTE 6 TYR SUBLUS OR . TACTICS - irr. 1SMO, GRAVEL SACKFUL FOR E zavS MELIFICATHONSE IwFLUCau T INTEGRAL BASE PRECAST PRECAST WITH RISER NON STEPS WHEN HEIGHT IS OR LESS, 2 THE SECTION! OF THE PRECAST CATCH LOS IN My AS ELOPED TO FACILITATE CLEAN ING a THE RECTANGULAR FRAME MAN GRATE MUST BE INSTALLED WIN ME FLANGE DOWN THE CASTINT THEN TMENTSECTION$ WHEN FRAME MAY BE CONNECTING4 KNOCKOUTS SHALL HAVE A WALL THICKNESS OF 2' BETWEEN THE KNOCKOUT WALL AND ME OUTSIDE OF ME PIPE AFTER THE PIPE IS INSTALLED FILE THE CAN WITH JOI HIT MORTAR IN ACCORDANCE PAT IT STANDARD 5 ALL GRACE RINGS, RUSEMS AND CASTINGS SHALL BE SET IN MORTAR iN ACCORDANCE "IN STANDARD SPECIFICATION ERA � TEW UPS GTRR LUCK NSADAPTER OR OBNTWTHCORRUADPIP AN EVISPI No A IRE USE A FABRICATED CARD CRULAR OF THE SAW E MATERIAL AS THE CONNECTING PIPE 7 MORTAR SHALL BE MIXED AND APPLIED FOR MAN FRACTURE A S DIRECTIONS 9 FRAME SHALL BE ADJUSTED TO PAVEMENT PEACE BY PARKING LOU I FRAME I S FLUSH WITH CLOCK ENT AS LENGTH 9 ALL MORTAR JOINTS STUFF BE TRIMMED FLUSH AND REMAIN VISIBLE UPON COMPUITION CATCH BASIN DIMENSIONS CATCH BASIN DUMMETER MIN WALL THICKNESS MIN BASE THICKNESS m�mum MOCKBOUTSBA MINIMUM DISTANCE BETWEEN KINCLABOUTS BUY RE R BY w OF — AT RE — - vAS 12 �o- TAPE nr E SEE +z' PIPEALLMMCEs CATCHEMBI UP 30 ARE SE SO SEE AT US IF AS IF ABC w NET AS 54 RE AS TV Do 72 AN AS OF CARRUGATED ENE STORM SEWER PIPE WD. SPEC. 905.20) BID SPEC Y5EN) 'STD SPEC RAN 1$1 STD. PUN -201.00 • PUBLIC WORKS CATCH BASIN TYPE 2 PS DEPARTMENT GAZ 9/28/2018 EVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION NTS BY I DATE I APPR DOcuI Envelope ID'. AW WD3S-AOEF-041F8140 2CDB48E878CA E ELEVATION FOR CODE OVERFLOW STRUCTURE PER BID PLAN IN 18 SIDEWALK FORECASTING, xEASID �xxELEVAnauR x DESIGNER SHERI SEE B PLAIN PouDINGsysnFvwATEasrO oDUNLESS SPECIFIED DTHEIRROSE EE DRIVEWAY OR PER TOP SPEC MIN BE AIDE PAVEMENT II F---:_. �1. oEPTx r� u T 11 II=I II IIJI-3i lIJ C F4' DEPTH ARSONIST MOO CHIP MULCH ANSI TO STORM WIN — 12- MIN MOVE SEASONAL HIGH SIORETEENTION SOIL SEE NOTE SCARIFIED AND PecTEDSMIx166M: SEE NOTES 1FAR 1 uewaDEt I AVOID COMPACTION OF EXISTING ELEGANCEBELow BASIN. 2 SCARIFY DE TOADEPTH OF a INCHES MINIMUM IMMEDIATELY PRIOR TO PLACEMENT OF eIORETENnoN BOIL MIX GSSUNAIR :� j MODERATE S. IF MIN. NIORSEMAN BOIL MIX ONNOTED ADD CARS TOTOP OFPOxDIxcAREA . KERSTETTER SOIL MIX TO MEET AM PERU SODA. DO NOT USE FILTER BRIC THE IL MIX 5 MAXIMUM LONGITUDINAL SLOPE (ATTENDUDIRECnax OF TWO) OF MORETENncx SWALER SHALL BE 6%PHERE NOT CONFLICTING SHOT REQUIRED CLEARANCES OR UTILMEN FACED MAY BE LOCATED IN BINDERETENTION REDUCE BOTTOM WI THE TO 9 r 111 EPA AND INCREASE $1 US SLOPE TO 1 5H 1 V ADJACENT TO TREE TREES TO BE LOCATE D ONLY SETS DE OF LINE A FOR LINED FACILITIES GENEML NOTES: CONTRACTOR1 MINIMUM UTILITY SELTSBALS AGE PROTECTION MEASURES MUST CONTARM TO CURRENT CITY STANDARDS BID PLANS 265 0 SEE 10. AND 265 SO AND OTHER UTILITY DEFENSES REQUIREMENTS COORDINATE WITH CITY ENGINEER IN THE EVENT OF UTILITY CROSSINGS OR CONFLICTS • RMA PLACEMENT, GOADING AND COMPHOLIDATION SHALL NOT OCCUR WHEN THE PER 19 EXCESSNELY GET OR PARE BEEN US OF PRECIPITATION WITHIN 4B HOURS PR10R TO PLACEMENT EXCESSIVELY WET IS OPENING AS TERIAL ME GENERAL TOOLLA AND INSTRUMENTS DI e[G A auMAYBE27% EREEVIL snouoUR EBxo MORE nA FROM A NO HIGHER ER II E.. DO NOT DUMP MATE N DIRECTLY FROMSELY WITH A CONVEYOR BELT OR WITH AN EXCAVATOR RTRUCKER INTO ELLVISIBLE I COPACT SSNUE WATER IN ME IG NONMECRUlmn mm ACTTIiON METHODS NL PEACE See ac. ENGINEER ONSOLIOAnONI TO m%ATTV) OF THE MAXIMUM DRY DENSITY PER MOI PROCTORTEET,ASM OtERG1 TOR AS RELATED BVETHE ENGINEERER • SEE CONSTRUCTION PLANE FOR SPECIFIC PROJECT REQUIREMENTS PUBLIC WORKS BIORETENTION SECTION AI DEPARTMENT (NO UNDERDRAIN) Martin Pastucha BIORETENTION PLANTER NO UNDERDRAIN 9 NTS - AS NOTED RSPI'AL, M IXU/I °' OKI AT AT SZES DATUM IF ENT ONE INCH BLAME �c�LY lcpff 3601 SUR Avenue, Suite 1600 Seattle, WA 98101 306.622.5811 www.Npff.cOm % CITY OF Re FENTON Planning/Building/Public Works Dept. R-417870 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING 01 DIFarah 04/01/2022 msippo 04/07/2022 GTE SOLERA 2842 NE SUNSET BLVD ° ® "' RENTON, WA 98056 �C5.50 STORM DRAINAGE DETAILS SP, 70 14, O N O TPP O O N Z O co O O O O N Q J M M M O O O 00 B1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Go T O SIT W I— Q Ii LU J O in DocuSign Envelope In 6EECIEESELSO AAE4A-B436 A317AA638878 MATCH MATCH WIDTH wom 1 e0 ME MIN A STREAMBAEES i(wC � JDES L MILAN SEE EnM .I'PJ PERSPECTIVE Cm OTTE UP MIN TAPER GUTTER AT CITED CUT TO MATCH GUITTER SLOPE UPSLOPE ADD PLAN LURE .._.._.. T SEE STD PLAIN 262 M£dt Been REATMEM OUTSIDE IN LET AREA. 2 NLETCURB CUT MOTH SHALL BE 24 M GUTTER STORES 1F ON GUTTER SLOPI 5%. SHALL ES WBSLES PERwspOT FW LIPS COBBLE PAD TO BE a THICK. PAUL 11 SIDESLOPES.TAPERNG To 12FACILITY' WIDE AIDEDWESOTTOM. o. COMPACT SiPERETENTiLAN SOIL Mix UNDER COBBLES TO Boa MAX STANDARD ANCESTOR DENSITY psiM OMAN GENERAL NOTES: I BOND NEW CURB AND GUTTER TO EXIS71NG CURB AND GUTSIER PYTH EPDXY AND DKONEX CONNECTION, IF RETROFITTING INTO EXISTING CUBBLINE REFER TO STE PLAN IN 10 FOR EXPANSION JOINT DETAIL 2 SEE CONSTRUCTION PLANE FOR SPECIFIC PROTECT REQUIREMENTSUNLESS AU INT51 55TOFoPUlNNG262ru30 PUBLIC WORKS PR o: BIORETENTION - CURB CUT INLETS GAZ 9/28/ 018 1 DEPARTMENT .,. DATE ORETENTION - CURB CUT IN Call 811 • business days before you dig Docusign Envelope ID: A970703e-AOEF441F8140-2CM48E874LR PER WELL FACE IISO SEE NOTE 3 5 MAX E NOTE ETYP.I CATCH PARK ADJUSTMENT SETTLED AD REQUIRES DESUNERTIOSSAWYELEARATIGN DESIGN GN G NGWS- I FRAM A AND ENSURE EVEN. iBEIS LTTED O CFOUNDRYOMP�FTSTO MDSH MSTMDARD PLAIN B-3) I SUED GRATE TO OR BEFORE IRONEQUAL SEE oM0 SPEC E CAi ONG 11512) 2 MINIMUM STREAMBED COUPLE DIAMETER SHALL BE DANGER THAN MAXIMUM CAPE CORNING S ALL GUESSIDE RINGS AND COAL WAS $HALL BE SET IN MORTAR IN ACCORDANCE WITH STANDARD SPECIFICATION HE a THEN APPLY MRSEETANY TO INSIDE 4 WHEN CONNECTINGNLP N USE A PPICTERSHOP WITH CORRUGATED PIPE TG EQUAL)MENCOMCUSUSTOAEUSTNOE USE A FABRICATED CALVIN OF THE MATERwAERCONECINGPIPE . GENERAL VANOTES: 1 PLANT CING N FACILITY TO ALLOW MAINTENANCE ACCESS To STRUCTURE2 121NCHMIN CLEARANCE WITHIN OPPEREFLOWSTRUCTURE SPACE BE PROVIDED FOR MAINCENANCEACCESS 3 OVERFLOW PRESS MUST BE LOCATED AT AN ELEVA71ON HIGHER THAN FEE STORM ORMIN HYDRAULIC GRADE LINE To PREVENT BACKFUGHM INTO THE SOMETENI FACILITY OVERFLOW STRUCTURE STALL BE LOCATED WITHIN 10 FEET OF ROAD EDGEACCESS UNLESS APPROVED OTHERWISEOVERFLOW STRUCTURE MAY BE LOCATED IN W� SLOPES PUBLIC WORKS BIORETENTION- OVERFLOW OUTLET AM VIR)DEPARTMENT Martin Pastucha uR STRUCTURE VAISIV N.P3.^.4F'9. D DATE BIORETENTION - OVERFLOW OUTLET 11 CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL N0. I REVISION BY I DATE I APPR AS NOTED RIZONEL, ""o°°° MMI DATUM AT NI F II AS INCH DocuSign Envelope ID: 6EECEE86602A-0E4A-B436 A317AA638878 ----------- AL„HONDEoNEN. a`— SEE BELOW ___—__----___'I. II I I I Y 0 q Y I I I nsC815i I I IWOOD PER MULCH /` OLD OM SID SEE CONSUL N 2Szm� L pMIN S N _ 1 _TREE SSE-oERAL- OR LANDSCAPING Jr PING IURie �u a �4 OR TRANSITION ZONE CAP T 11 BICRETEURTION SOIL MIX NOTES: \- SURPRISE AND UNCOMPACTED SUED E 1 WHERE NOT CONCOCTING EXTRA REQUIRED CLEARANCES BE UTILITIES TREES KABLY BE LOCATED IN SIDESTEPPED REDUCE EATTOM YAOTH TO v MAT AND INCREASE SIDE SLOPE TO I 5H IV ADJACENT TO FARE TREES TO BE LOCATED ONLY OUTSIDE OF LINER FOR LINED FACILITIES GENEN L NOTES: 1 ALL PLANTS STEEL BE SELECTED RUTH A MAXIMUM MATURE HEIGHT NOT GREATER THAN X INCHES ABOVE THE TOP OF THE FACILITY WITH THE EXCEPTION OF TREES BAD ACCEPT SHRUBS 2 ASSETS P-ANS2PI AND SEA 20 FOR SECTION VIEWS OF BASEETENTION FACILITIES 3 MAE THE CITY OF RENTON SURFACE WATER DESIGN UAL (RENTON swoM) TABLE C 26A FOR A ELECTION OF APPEARED WATER TOLLEANT PLANTS AOI SPECIES ARE ALLOWED WITH CITY APPROVAL 5 PLENTS ALI TO STREET DRIVEWAY OR SIDEWALK SMALL BE SELECTED AND SURVEY TO ALLOW ACCESS to So NP e. PSSHAPEµN SPACED TO ENSUREPEDESTRIANS ACCESS AND UNIMPEDED FLOW FROM INLETS OUTLETS AND 7 CONTINUE I LOCH FOR A MINIMUM OF 2 FEET PACT THE TOP OF DARK ELEVATION OR UNSTABLE LANDSCAPE ESERAING IF FACILITY IS EXPLABLENT TO TURF 8 PLANPING DESIGN SHOULD MINIMIZE COMPACTION OF APPAREL PLANTS SEES RING SOIL SPUN MAKER FOR WRVE IE.G..CP.iRpSS)RR ANNVK REPoA MARM ACCESS Es.PERMITTED TABLE: PLANTING ZONES ZONE PLANI SHRUBS O WATER)7 PAT CAN TAXPAYER STANDING FACILT)V60TTOM SHRUBS (PLANTS O COUNT RECASTS ONGESEARRONAL STANDING NOINp LOWER SLOPE TO TOP OF PO WATER) OGROUNDCOVERSESHRUBS UPPER SLOPE I SIDEWALK DEALS OOO ACCENT SHRUB (SELECTAPPPRie PRATE SIT RUB PS SIDEWALK GOE E I LOWER SLO)EAcwn BOTTOM OMM TREE UPPER SLOPE,SEE NOTE I PUBLIC WORKS BIORETENTION PLANTING - DEPARTMENT SECTION VIEW IORETENTION - OVERFLOW OUTL KITC lcpff 3601 Sun Avenue, Suite 1600 Seattle, WA 98101 306.632.5811 www.kpif.com V CITY OF ' FENTON Planning/Building/Public Works Dept. PR D'srD� P-B GAZ 9/28/2018 1 ��mmldm- DATE AN R-417871 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING ElFarah 04/01/2022 Oil msippo 04/07/2022 01 AND SOLERA 2842 NE SUNSET BLVD K' RENTON, WA 98056 AN N STORM DRAINAGE DETAILS SUCH71 14. Z LSE) O M O O O O N Q J M M M O O O 00 IY E7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. MQ LL LU J O TAB LE:COMP08TORNOATIONOR IDIO_ _�.PMCENTPASSING TABLE: ARBORIST WOOD CHIP MULCH GRADATION SIEVE SURE PERCENT PASSING GFUGH IN PERCENT US NO 4 OT03OPERCENT DOcuSign EnveloRMID'. 3B1BMD34EOA476C-ADB34329FFEOC198 MME� AGGREGATE FOR SIOMT�ION EDGE I AGGREGATE FOR LOCATED ION SOIL MUST BE FREE OF WROGIC TABLE: MINERAL AGGREGATE GRADATION WASTE (CARTER OR ANY OFFER DOETERAYS MATERIAL AND ALL URGE SUE PERCENT RAISING AGGREGATE PASSING THE NO AND GRAPH SIZE MUST BE NON PLASTIC PAUNCH 10OPERCENT MINERAL AGGREGATE MUST BE ANALYZED By AGLACCAREGULTED Ll NOVEL THE SIEVE SIZES NOTED IN LEE TABLE TO THE GATT AND MUST MEET THE U EL NO 4 NO 70 1 OF RE SPENT REGO RED (AGAINST IONS US NO 10 75 TO 90 PERCENT us NO 100 4 TO 10 PERCENT us TO RAW 2 TO 4 PERCENT —1 COMPOST RECYCLED PLANT WASTE COMPRISED OF YARD DEBRIS CROP RESIDUES ANN SULKING AGENTS AND MEET THE DEFINITION OF COMPOSTRO MATE REST IN WERE 173 GARY 00 COMPOST SHALL FOR A THAT HAS NO AS BU� FREE WATER OR WE PRODUCED WHEENORE HANO NGExi THEMATERILS. COMPOST GRALL HAVE AN ORGANIC MATTER CHATENT OF 40 PERCENT TO 65 PERCENT BY DRY WEIGHT A CARBON TO NITROGEN RATIO ARBORlXT WELL CHIP MULCH $MIT BE PS PP ROATELv vTO BE ALONG THE ERLONGEST A ENSION) DER ON D FROM TIN GRINDING OR SHREDDING OF THE ABOVE -GROUND PGRUDAVE OF TREES TMAYCLANTRANWOOD WOOD PUBLIC WORKS BIORETENTION SOIL MIX, COMPOST, MBe dSe DEPARTMENT AND MULCH SPECIFICATIONS actin BIORETENTION SOIL MIX NTS I Call 811 • two business days before you dig N0. 3M_US1gr164 COxCFE CUM, FIRE STEP PLAN IO, BOUNDARIES xoLOT FOR OF RANGING AGE�OF SAN, TOO � FREEBORN1 ­ TIED CORETENTINGLI SOIL MIX HAVE IT40N ZONE SOIL SEE NOTES a AND 4 NOTES: 1 THE BOULEVARD MINIMUM SETBACKS SHALL BE PROVIDED FOR FACILITIES WITH SLOPED SIDES ADUARGAILET To CURB 12 2 FOOT MIN FROM FACE OF CURB TO TOP OF SLOPE ADJACENT TO MINOR APPLERIAL AND COLLECTOR ARTERIAL STREET 1 3 1 FOOT M IN FROM FACE OF CURB TO TOP OF SLOPE ADIRDENT TO NO" ARTERIAL STREET OR FAKING LOT WITH NONFLURN CURB 2 THE RAILROADS MINIMUM SETBACKS SHALL BE PROVIDED FOR FACILITIES WITH SLOPED SIDES ADJACENT TO FLUSH CURB UP 40 CURB 21 SCOPE MIN FROM EDGE OF TARDPWAY OR PAVEMENT TO TOP OF SLOPE )PLANNING TO DGMEAMAY OR PAVEMENT 1 FOOT M IN FROM EDGE OF S DEBRIS OR LANDSCAPING TO TOE SING ADVAGENT TO ADDEGUALK OR ZSCOMPACT TwwsmOx ZONE PER ET LATELY BUT IDCOBBOm%MAXL STANDARD PROCTOR DENSITY ONTO FOR)NG. E PUTED ZONE SOIL STRALL BE FOREFTENTION SOL MIX OR AMENDED COL PER IS MINIMUM SHORETENTON 9OL eT6 ISN 36t.E0 TO TOP GE PONDING DEPTHRLrvOIE 5. GENERAL NOTES: 1 SOIL AMENDMENT ISCREARIFY R TILL swG ETO NNCH DEPTH. PLACE CINCHES OF TOPSOIL ON SURFACE AND TILL INTO SNCHES OF SITESUIL SCARIFICATION DOES NOT APPLYTOLINEO PRACTICE TOPSOIL SHALL HAVE A MINIMUM ORGANIC MATTER CONTENT OF INE D 2 SEE CPLAN BE D FOR CUM CUTS E. FOR FACILITIES WITHuR TIPSILY PROVIDE D HER ANCHOR PER CANNOT SPEOFIcnnOrvs Rla ER)4 BE E CONSTRUCTED PLANE FOR EFEEC PIC PROJECT REQUIREMENTS PUBLIC WORKS SIORETENTION - EDGE TREATMENTS DEPARTMENT BIORETENTION - EDGE TREATMENTS CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION NTS BY I DATE I APPR 1 8:48 S NOTED R"D::'� xb 9°°n A°N AT AN a DATUM IF UP ONE INCH DONSign EnvelcpelD. 381BMD34EOA4760-ADB34329FFEOC108 CA FLAT FACE GOTHIC VDIA TA SIX T o-srzOOA Izl sren6 WE socwErxROCAP n OPENPmxxmE EW IA.LRxFADIwwrsNas Oxne OR FLAT CIRCLE PLAIN VIEW FRAME SECTION CAST IRON FRAME ROD EDDR, SEE C IS OFFER HE ASPHALT SEE NOTE 4 eLruv,vE:nIXED, GOOD MATR a 'RAIN COLLECTOR, OR PE. NEE NTOOVERFLOW STRUCTURE AN STORM SPUR D:E;` PAveE TEN DLEA NNXnT RISER 2 MOVE DESIGN MOSLEM PER WENT ELE ELEa.AGREEINGU ES PRWSOOTzu4 COMPACTED NOUN OR GRAVEL a mE RDRAixs 09 CLEANOUT RISER SEE NOTE 2 — -1 TRIBES mn 1- 7AO. COVER SECTION EDGED SUGGEST JUNK CAP OR SIMILAR CLEAROUT RISER LOCATED WITHIN BIORETENTION FUNDING AREA MECHANICAL PLUG OR CONTINUED CONNECTIONTYPICAL CLEAHUIS CONFIGURATION O NOS:1 DIAMETER TO BE PINCHES MINIMUM WAGNERx ury SIX5 2 CLEANGFUT RISER SHALL BE SAME MATERIAL AN CONNECTED UNDER�IN FOOTING CLARK COLLECTOR OR ROOF AGAIN COLLECTOR PIPE T FRAME AND COVER SHALL BE Ill PRODUCTS ACCEPT AND GRONAPT OR APPROVED EQUAL COVER TO BE BACKING WITH ALLEN HEAD BEST MARKED 'STORMY OR 4 FOR CLEGINCULD FULLY OR PARTIALLY WITHIN UNPAVED AREAS OUTSIDE OF MORIETENTION POINDING ARGA, DEPT 8 THICK 2 ADS SQUARE CONCEPTS COULAR AROUND FRAME CONCRETE CLOSE SHALL HAVE A MINIMUM COMRES41VE ETREGTH OF AND PER GENERAL HOTES1 CLEANGAUTS FOR UNDERIERAIR FOOTING DROUNCOLECTOR AND ROOF DRANDPOLLECTOR PIPES SHALL BE EMETALLED AT A MINIMUM OF EVERY INCEET AT EVERY GO DEGREE OR SECOND 45 DEGREE BEND AT THE END OF EVERYCOLLECTOR PIKE, ADD AT EACH END OF AN ENGINEERING ARE NOT CONNECTED TO AN OVERELOWSTILLACTURE CLEGUNUCHERS SHALL BE INSTALLED TO ALLOW FOR MAINTENANCE ACCESS TO ALL PIPES ,. CLEANprrN SHALL NOT BE LouTR WITHIN THE STREET TRAVEL LANE. UNLENNOTHERWISEAPR v l UNLESS Tx:nwIsBN6IS nM xrsl STDEPUN 226.013 99 PUBLIC WORKS .mw.eex: DEPARTMENT STORM SYSTEM CLEANOUT artin PaslUCha B� FAR STORM SYSTEM CLEAN ITI 36015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 W W W.NPTf.cam CITY OF ' FENTON Planning/Building/Public Works Dept. NTS m R-417872 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY s"iDEVELOPMENT ENGINEERING JFarah 04/01/2022 msippo 04/07/2022 ON SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 STORM DRAINAGE DETAILS �NG BY C5.52 72 14z O N O 0 O O N Z Lfi O M O O O O N Q J M M M O O O I M00 LL E7 00 I\ T Fit SAATCHI Q ien lLan e,Nlpnry wIBEFFEEN TwhnaM Flw Wulal PW Fev Raklal BEING 1 Naa Lacy Sim 1 C mRFbv Capeua RUPEE FAR RI F�LQ. EwgyGULO-i LL W J O U) V/ V/ I I xLETmwav I I F- y INLET �sIofDRORx —► O IN DWVN[MYN CEVILE 1'9 Y' 1'�1P LEFT END VIEW NTS XEB I I xLETWINEST I I I II IIL—�H I I II II a IBBET I I II I REca«i"Xoen P Xx. II I I �► 0 DMIX DOWN DEVICE 1'd 0' 1'-IP LEFT END VIEW NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. WWWWAIVA ELEVATION VIEW PLAN VIEW ELEVATION VIEW BONUSES MARROWBONE APPIPPEDTOWERSEENGRANEEN A III HIGH "I IA,PEPANE4 PRESENT, GAINI BURGER, I ENTRY DNA 111 SPEMANATHEYEA WATUL BYPASS AT AND GREEN YAN IRA CONGREGATION PREFORIENT HEATED I FAST RUN GUTTY POLITY THETE HE 'THERAPY O.PW^eMTMpm 15+4uYW0 YNrywm W W Wn Wm O,yv ♦ , vx NOTE•E PROPOSITIONED, THERESUAGANNEST * ENRICHED * STATUTE YALL THIS 4Af�B =:YYyISTµ NYWN rp®WR ®.°"° OPOD 18 NTS 1 CNIL CONSTRUCTION PERMIT JON 103/12/211 JSF 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 09/03/21 JSF 3 CNIL CONSTRUCTION PERMIT RESUBMITTAL TJP 01/12/22 JSF Call 811 4 CIVIL CONSTRUCTION PERMIT RESUBMI TAL P O3/11/22 JSF LZ two business days before you dig N0. REVISION BY DATE APPR SEE SPECIFIC DATA M%N Sb CrantaUGHT Earn e, Ry.O Ommum emvwN RUN ITS II II iIEE a ZININwkTi oNiDRGINE, m o UMNDOWN +-+P P LEFT END VIEW ■ ■ I NTS ■ ELEVATION VIEW BODES ■ ■ I NTS ■ ELEVATION VIEW BODES AT BRUNEI 1111 POLLUTANTRETAGAGRAT PROURTANTEGUEETHENTATEARtINGATUATER DRUENCESPERPLANSCUREPHAT CONTAMINATED w5ibsy*m IST9HD40 LNNo'+XWW ianwyryu FUNNY HEA NA EWMGa+19 mJWOFAR ANSI R-417873 IN COMPLIANCE WITH CITY OF RENTON STANDARDS 4�a of EA,4y�4rV }O N SURFACE WATER UTILITY DEVELOPMENT ENGINEERING u lcpff JFarah04/01/2022 msippo04/07/2022BE M49 36015th Avenue, Suite 1600 o�RACi3TER�`{Q� Seattle,WA98101 93(ONAL306.6II.5622 3/11/2022 w Hkpff.cnm SEE SNATO) III AS NOTED "'L��"ED'ATUMPo' CITY OF SOLERA 2842 NE SUNSET BLVD SURFACE. "' ' RENTON �� DATUM RENTON, WA 98056 SUNSET GO Planning/Building/Public Works Dept.C5.53 "LE 1LL88a18LY STORM DRAINAGE DETAILS SUNSET 73 14, NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I O V W F_ Q W J O C7 D FLOW CONTROL STRUCTURE, SEE SHEET G5.30 12—INCH OUTLET MANIFOLD (TYP) i� N BUILDING AT GRADE (TYP) 0 ITOR ROW p v v v p m g GENERAL NOTES (PER STORMTECH., 1. STORMTECH REQUIRES INSTAWNG CONTRACTORS TO UNDERSTAND THE LATEST "STORMTECH MC-3500 CONSTRUCTION GUIDE" PRIOR TO BEGINNING SYSTEM INSTALLATION. 2. STORMTECH OFFERS INSTALLATION CONSULTATIONS TO INSTALLING CONTRACTORS. CONTACT OUR TECHNICAL SERVICE DEPARTMENT OF LOCAL STROMTECH REPRESENTATIVE AT LEAST 30 DAYS PRIOR TO SYSTEM INSTALLATION TO ARRANGE A PRE -INSTALLATION CONSULTATION. OUR REPRESENTATIVES CAN THEN ANSWER a QUESTIONS OR ADDRESS COMMENTS ON THE STORMTECH CHAMBER SYSTEM AND INFORM THE INSTALLING CONTRACTOR OF THE MINIMUM INSTALLATION REQUIREMENTS BEFORE BEGINNING THE SYSTEMS CONSTRUCTION. CALL 860-529-8188 TO SPEAK TO A TECHNICAL SERVICE REPRESENTATIVE OR VISIT WWW.STORMTECH.COM TO - RECEIVE A COPY OF OUR CONSTRUCTION GUIDE. 3. STORMTECH REQUIREMENTS FOR SYSTEMS WITH PAVEMENT DESIGN: MINIMUM COVER IS 18" NOT INCLUDING N PAVEMENT; MC-3500 MAXIMUM COVER IS 8.0' INCLUDING PAVEMENT. FOR INSTALLATIONS THAT DO NOT INCLUDE PAVEMENT, WHERE RUTTING FROM VEHICLES MAY OCCUR, MINIMUM REQUIRED COVER IS INCREASED TO 301. 10. 4. THE CONTRACTOR MUST REPORT ANY DISCREPANCIES WITH BEARING CAPACITY OF THE SUB -GRADE MATERIALS TO THE DESIGN ENGINEER. 1 5. AASHTO M288 CLASS 2 NON -WOVEN GEOTEXTILE (ADS601 OR EQUAL) (FILTER FABRIC) MUST BE USED AS INDICATED IN THE PLANS. Call 811 • business days before you dig 4 CHAMER SYSTEM EDGE/UMITS(TYP) CHAMBER (TYP) STONE PLACEMENT BETWEEN CHAMBER ROWS AND AROUND PERIMETER MUST FOLLOW INSTRUCTIONS AS INDICATED IN THE MOST CURRENT VERSION OF "STORMTECH MC-3500 CONSTRUCTION GUIDE'. BACKFIWNG OVER THE CHAMBER MUST FOLLOW REQUIREMENTS AS INDICATED IN THE MOST CURRENT VERSION OF "STORMTECH MC-3500 CONSTRUCTION GUIDE". THE CONTRACTOR MUST REFER TO "STORMTECH MC-3500 CONSTRUCTION GUIDE" FOR A TABLE OF ACCEPTABLE VEHICLE LOADS AT VARIOUS DEPTHS OF COVER. THIS INFORMATION IS ALSO AVAILABLE ON THE STORMTECH WEBSITE: WWW.STORMTECH.COM. THE CONTRACTOR IS RESPONSIBLE FOR PREVENTING VEHICLES THAT EXCEED STORMTECH REQUIREMENTS FROM TRAVELING ACROSS OR PARKING OVER THE STORMWATER SYSTEM. TEMPORARY FENCING, WARNING TAPE AND APPROPRIATELY LOCATED SIGNS ARE COMMONLY USED TO PREVENT UNAUTHORIZED VEHICLES FROM ENTERING SENSITIVE CONSTRUCTION AREAS. THE CONTRACTOR MUST APPLY EROSION AND SEDIMENT CONTROL MEASURES TO PROTECT THE STORMWATER SYSTEM DURING ALL PHASES OF SITE CONSTRUCTION PER LOCAL CODES AND DESIGN ENGINEER'S SPECIFICATIONS. STORMTECH PROJECT WARRANTY IS LIMITED. CONTACT STORMTECH FOR WARRANTY INFORMATION. a 2.s 5 61 1 inch = 5 feel CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION I BY I DATE I APPR SEE SHEET C5.30 v v p � p 5.6' DN 4.8' 12-INCH INLET MANIFOLD (TYP END CAP (TYP) LEGEND .SI STORM DRAINAGE PIPE STORM MANHOLE ❑® CATCH BASIN / INLET FLOW DIRECTION AS NOTED a':mow NON I HD III OKI DATUM IF NOT ONE INCH lq3ff 36015th Avenue, Suite 1600 Seattle, WA 98101 2N.622.5822 w .Icpff.cam AV%L 1[=CITY OF ' FENTON viav Planning/Building/Public Works Dept. SITE NOTES: 1. STORMWATER CHAMBER SYSTEM SHALL BE LOCATED PER PLAN IN RELATION BUILDING GRID LINES DEFINED BY OTHER. 2. DIMENSIONS LOCATING THE CHAMBER SYSTEM ARE PERPENDICULAR BUILDING GRID LINES. 3. THE CHAMBER SYSTEM IS DESIGNED TO INFILTRATE INTO THE SOILS BELOW THE SYSTEM. PROPOSED CHAMBER SYSTEM ELEVATIONS: p FINAL FINISHED GRADE VARIES (347.25' MIN) v TOP OF STONE 347.51' TOP OF CHAMBER 346.51' 12" INLET MANIFOLD INVERT 342.88' TO NON ISOLATOR ROWS 12" INLET MANIFOLD INVERT 342.88' TO ISOLATOR ROWS 12" OUTLET MANIFOLD INVERT 342.88' BOTTOM OF CHAMBER 342.76' BOTTOM OF STONE 342.010 ADDITIONAL NOTES: 1. ALL CHAMBER SECTIONS AND END CAPS SHALL BE STORMTECH MC-3500. SEE DETAIL B ON SHEET C5.61 FOR MC-3500 TECHNICAL SPECIFICATIONS PER STORMTECH. 2. ALL FILL SHALL MEET THE REQUIREMENTS SPECIFIED IN DETAIL D ON SHEET C5.62. FILL SPECIFICATIONS ARE PER STORMTECH. 3. MANIFOLD SYSTEM SHALL BE CONSTRUCTED USING 12 INCH DIAMETER PIPE AND PERFORATED UNDERDRAIN SHALL BE CONSTRUCTED USING 6 INCH DIAMETER PERFORATED PIPE. 4. CHAMBER SYSTEM FOOTPRINT SHALL BE NO LESS THAN 2,102 SQUARE FEET. 5. CHAMBER SYSTEM BOTTOM AND SIDES SHALL BE LINED WTH A PVC LINER PER DETAIL D ON SHEET C5.62. LAYOUT NOTES: SYSTEM INCLUDES 33 CHAMBERS AND 6 END CAPS INSTALLED WITH 9-INCH THICK ROCK BASE 12-INCH THICK ROCK COVER. TOTAL MINIMUM COVER SHALL BE AT LEAST 18 INCHES. SYSTEM VOLUME (INCLUDING PERIMETER ROCK) SHALL BE 6,182 CUBIC FEET. R-417874 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah 04/01/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD ° ® "' RENTON, WA 98056 C5.60 STORMWATER CHAMBER SYSTEM LAYOUT C, 74 4, Z to O co O O O O N Q J M M M O O O 00 T EC a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Go Hit I O W 1— Q W J O C7 COVER PIPE CONNECTION TO END CAP WITH ADS GEOSYNTHETIGS 601T NON -WOVEN GEOTEXTILE FLEXSTORM PURE INSERT INLET MANIFOLD TO NON ISOLATOR ROLLS 2' SUMP INSPECTION & MAINTENANCE MC-3500 CHAMBER 12" (300 ITT) HDPE ACCESS PIPE REQUIRED USE FACTORY PRE -CORED END CAP PART: MC35001EPP24BC OR MC35001EPP24BW STEP 1) INSPECT ISOLATOR ROW FOR SEDIMENT A. ALL ISOLATOR ROWS A.1. REMOVE COVER FROM STRUCTURE AT UPSTREAM END OF ISOLATOR ROW A.2. USING A FLASHLIGHT, INSPECT DOWN THE ISOLATOR ROW THROUGH OUTLET PIPE i) MIRRORS ON POLES OR CAMERAS MAY BE USED TO AVOID A CONFINED SPACE ENTRY ii) FOLLOW OSHA REGULATIONS FOR CONFINED SPACE ENTRY IF ENTERING MANHOLE A.3. IF SEDIMENT IS AT, OR ABOVE, 3" (80 Turn) PROCEED TO STEP 2. IF NOT, PROCEED TO STEP 3. STEP 2) CLEAN OUT ISOLATOR ROW USING THE JETVAC PROCESS A. A FIXED CULVERT CLEANING NOZZLE WITH REAR FACING SPREAD OF 45" (1.1 m) OR MORE IS PREFERRED B. APPLY MULTIPLE PASSES OF JETVAC UNTIL BACKFLUSH WATER IS CLEAN C. VACUUM STRUCTURE SUMP AS REQUIRED STEP 3) REPLACE ALL COVERS, GRATES, FILTERS, AND LIDS; RECORD OBSERVATIONS AND ACTIONS. STEP 4) INSPECT AND CLEAN BASINS AND MANHOLES UPSTREAM OF THE STORMTECH SYSTEM. NOTES Gcb111117N1III Inv LII ur AI oEOSYNTHETICS 315WTM WOVEN GEOTEXTILE BETWEEN FOUNDATION STONE AND CHAMBERS 8.25' (2.51 m) MIN WIDE CONTINUOUS FABRIC WITHOUT SEAMS 1. INSPECT EVERY 6 MONTHS DURING THE FIRST YEAR OF OPERATION. ADJUST THE INSPECTION INTERVAL BASED ON PREVIOUS OBSERVATIONS OF SEDIMENT ACCUMULATION AND HIGH WATER ELEVATIONS. 2. CONDUCT JETTING AND VACTORING ANNUALLY OR WHEN INSPECTION SHOWS THAT MAINTENANCE IS NECESSARY. MC-3500 ISOLATOR ROW DETAIL - MODIFIED Call 811 • twoC business days before you dig CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO. I REVISION BY I DATE I APPR VALLEY 86.0" STIFFENING RIB CREST INSTALLED S7IFFENING CREST WEB RIB LOWER JOINT CORRUGATION 1 1 1 1 1 1 FOOT L UPPER JOINT CORRUGATION r/dyWdyWdyW�WW6T7W�WWdT! BUILD ROW IN THIS DIRECTION o 900„ ACTUAL LENGTH 45.0" 45.0° 22 2" 1 INSTALLED 1 i— 77.0" 75.0" NOMINAL CHAMBER SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 77.0" X 45.0" X 86.0" CHAMBER STORAGE 109.9 CUBIC FEET -{ I 25,7" F MINIMUM INSTALLED STORAGE* 178.9 CUBIC FEET WEIGHT 134 lbs. NOMINAL END CAP SPECIFICATIONS SIZE (W X H X INSTALLED LENGTH) 75.0" X 45.0" X 22.2" L END CAP STORAGE 14.9 CUBIC FEET B MINIMUM INSTALLED STORAGE' 46.0 CUBIC FEET WEIGHT 49 Ibs. 'ASSUMES 12" STONE ABOVE, 9" STONE FOUNDATION AND BETWEEN CHAMBERS, 6" STONE PERIMETER IN FRONT OF END CAPS AND 40% STONE POROSITY G L T— OUTLET MANIFOLD STUBS AND INLET MANIFOLD STUBS CONNECTED TO ISOLATOR ROWS AT BOTTOM OF END CAP FOR PART NUMBERS ENDING WITH "B", INLET MANIFOLD STUBS AT TOP OF END CAP FOR PART NUMBERS ENDING WITH "T" PART # STUB C MC35001EPP12T 12" P-4—1 MC35001EPP128 — 1.35" MC-3500 TECHNICAL SPECIFICATIONS PER STORMTECH - MODIFIED BY KPFF AS NOTED a':mow NON I HD III � � DATUMIF NOT ONE INCH lcpff 16015th Avenue, Suite 1600 Seattle, WA 98101 205.622.5811 www.kpff.com = CITY OF ' FENTON viav Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah 04/01/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD " °°"' RENTON, WA 98056 "C5.61 STORMWATER CHAMBER SYSTEM DETAILS. O N O T O O , N Z Ln O M O O O O N Q J M M M 0 O O 00 MT LL NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I O W H Q LU J O C7 k MATERIAL LOCATION DESCRIPTION AASHTO MATERIAL CLASSIFICATIONS COMPACTION / DENSITY REQUIREMENT ITNALFIL4 FILL MATERIAL FOR LAYER 'D' STARTS FROM THE TOP OF THE 'C' LAYER ANY SOIL/ROCK MATERIALS, NATIVE SOILS, PREPARE PER SITE DESIGN ENGINEER'S PLANS. PAVED a TO THE BOTTOM OF FLEXIBLE PAVEMENT OR PER ENGINEER'S PLANS. CHECK PLANS N/A INSTALLATIONS MAY HAVE STRINGENT MATERIAL AND OR UNPAVED FINISHED GRADE ABOVE. FOR PAVEMENT SUBGRADE REQUIREMENTS. PREPARATION REQUIREMENTS. NOTE THAT PAVEMENT SUBBASE MAY BE PART OF THE V LAYER INITIAL FILL FILL MATERIAL FOR LAYER AASHTO M145' BEGIN COMPACTIONS AFTER 12" (300 mm) OF C' STARTS FROM THE TOP OF THE GRANULAR WELL -GRADED SOIL/AGGREGATE A-1, A-2-4, A-3 MATERIAL OVER THE CHAMBERS IS REACHED. EMBEDMENT STONE ('B' LAYER) TO 18" MIXTURES, <35% FINES OR PROCESSED COMPACT ADDITIONAL LAYERS IN 6" (150 mm) MAX c AGGREGATE. OR UFTS TO A MIN. 95% PROCTOR DENSITY FOR WELL (450 mm) ABOVE THE TOP OF THE GRADED MATERIAL AND 95% RELATIVE DENSITY FOR CHAMBER. NOTE THAT PAVEMENT MOST PAVEMENT SUBBASE MATERIALS CAN AASHTO M43 PROCESSED AGGREGATE MATERIALS. ROLLER GROSS SUBBASE MAY BE A PART OF THE 'C' BE USED IN UEU OF THIS LAYER. 3, 357, 4, 467, 56, 57,, VEHICLE WEIGHT NOT TO EXCEED 12,000 Ibs (53 W). LAYER. 8, 10 DYNAMIC FORCE NOT TO EXCEED 20,000 Ibs (89 M). EMBEDMENT STONE: FILL SURROUNDING B THE CHAMBERS FROM THE FOUNDATION 'C' CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' NO COMPACTION REQUIRED. STONE ('A' LAYER) TO THE LAYER 3, 3579 4, 467, 5, 56, 57 ABOVE. FOUNDATION STONE: FILL BELOW A CHAMBERS FROM THE SUBGRADE UP TO CLEAN, CRUSHED, ANGULAR STONE AASHTO M43' PLATE COMPACT OR ROLL TO ACHIEVE A FLAT THE FOOT (BOTTOM) OF THE CHAMBER. 3, 357, 4, 467, 5, 56, 57 SURFACE. ' ' PLEASE NOTE: 1. THE LISTED AASHTO DESIGNATIONS ARE FOR GRADATIONS ONLY. THE STONE MUST ALSO BE CLEAN, CRUSHED, ANGULAR. FOR EXAMPLE, A SPECIFICATION FOR #4 STONE WOULD STATE: "CLEAN, CRUSHED, ANGULAR NO. 4 (AASHTO M43) STONE'. 2. WHERE INFILTRATION SURFACES MAY BE COMPROMISED BY COMPACTION, FOR STANDARD DESIGN LOAD CONDITIONS, A FLAT SURFACE MAY BE ACHIEVED BY RAKING OR DRAGGING WITHOUT COMPACTION EQUIPMENT. FOR SPECIAL LOAD DESIGNS, CONTACT STORMTECH FOR COMPACTION REQUIREMENTS. Call 811 • twoC business days before you dig BEGIN/END LINER AT TOP OF STONE -�, PERIMETER STONE (SEE NOTE 6) EXCAVATION WALL (CAN BE SLOPED OR VERTICAL) ADS GEOSYNTHETICS 601T NON -WOVEN GEOTEXTILE ALL AROUND CLEAN, CRUSHED, 1 LAYER OF ADS GEOSYNTHETICS NON -WOVEN ANGULAR STONE IN A & B LAYERS7I, / GEOTEXTILE BEWWEEN COVER STONE AND C LAYER. n 6" MINEND3500 CAP S� ADE SOILS— J/ MIN (SEE NOTE 4) PVC UNER (SEE NOTE 8) 3 1. MC3500 CHAMBERS SHALL MEET THE REQUIREMENTS OF ASTM F2418-16a, "STANDARD SPECIFICATION FOR POLYPROPYLENE (PP) CORRUGATED WALL STORMWATER COLLECTION CHAMBERS" CHAMBER CLASSIFICATION 451 DESIGNATION SS. 2. SC-310 CHAMBERS SHALL BE DESIGNED IN ACCORDANCE WITH ASTM F2787 "STANDARD PRACTICE FOR STRUCTURAL DESIGN OF THERMOPLASTIC CORRUGATED WALL STORMWATER COLLECTION CHAMBERS". 3. "ACCEPTABLE FILL MATERIALS" TABLE ABOVE PROVIDES MATERIAL LOCATIONS, DESCRIPTIONS, GRADATIONS, AND COMPACTION REQUIREMENTS FOR FOUNDATION, EMBEDMENT, AND FILL MATERIALS. 4. THE GEOTECHNICAL ENGINEER IS RESPONSIBLE FOR ASSESSING THE BEARING RESISTANCE (ALLOWABLE BEARING CAPACITY) OF THE SUBGRADE SOILS AND THE DEPTH OF FOUNDATION STONE WITH CONSIDERATION FOR THE RANGE OF EXPECTED SOIL MOISTURE CONDITIONS. 5. PERIMETER STONE MUST BE EXTENDED HORIZONTALLY TO THE EXCAVATION WALL FOR BOTH VERTICAL AND SLOPED EXCAVATION WALLS. 6. ONCE LAYER 'C' IS PLACED, ANY SOIL/MATERIAL CAN BE PLACED IN LAYER 'D' UP TO THE FINISHED GRADE. MOST PAVEMENT SUBBASE SOILS CAN BE USED TO REPLACE THE MATERIAL REQUIREMENTS OF LAYER 'C' OR 'D' AT THE SITE DESIGN ENGINEER'S DISCRETION. 7. MINIMUM COVER OF 18 INCHES REQUIRED TO BOTTOM OF PAVEMENT. FOR UNPAVED AND TEMPORARY INSTALLATIONS WHERE RUTTING FROM VEHICLES MAY OCCUR, COVER SHALL BE INCREASED TO A MINIMUM OF 30 INCHES. B. CHAMBER SYSTEM BOTTOM AND SIDES SHALL BE UNED WITH A NON —REINFORCED 30 MIL PVC LINER. LINER SHALL BE BETWEEN PERIMETER STONE/BOTTOM OF STONE AND SUBGRADE SOILS. STORMTECH MC-3500 FILL MATERIALS NTS (PER STORMTFDH - MOI)IFIFD BY KPFFI CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR AS NOTED a':mow Nm9°°n°°, DATUM AT Eu IF NOT ONE INCH lcpff 36015th Avenue, Suite 1600 Seattle, WA 98101 2015.622.5822 www.kpff.com = CITY OF ' FENTON viav Planning/Building/Public Works Dept. R-417876 IN COMPLIANCE WITH CITY OF RENTON STANDARDS SURFACE WATER UTILITY DEVELOPMENT ENGINEERING JFarah04/01/2022 msippo04/07/2022 01 SOLERA 2842 NE SUNSET BLVD ° ® "' RENTON, WA 98056 C5.62 STORMWATER CHAMBER SYSTEM DETAILS CHI 76 14, Aw t1Q O M O O O O N Q J CM M M O O O 00 MT LL AnA2 00 T Q W J.l Q W J O C7 00 T n N I a i OD N T I� N I PROPOSED. SUNSET SHELL C-STORE REDEVELOPMENT -„ —w SHQ,WM_EOR_REFEIRENCE ONLY �� IIIIL F I LEGEND PROPERTY LINE — — — — RIGHT OF WAY LINE CENTERLINE ss SANITARY SEWER © SANITARY SEWER MANHOLE FLOW DIRECTION ARROW [ SEWER STUB • WATER N GATE VALVE CONCRETE THRUST BLOCK Y HYDRANT MECHANICAL JOINT / CAP —Fs— FIRE LINE BLOW OFF so STORM LINE Call 811 • two business days before you dlg N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 1/4, ®I !ON 9,, WN$ P 23A RT °E k BY I DATE I APPR 0 25 50 100 Immmmmilm 1 inch = 50 feet M,. AS NOTED °" 1° I I �� DATUM lcpff 36015th Avenue, Suite 1600 Seattle, WA 98101 205.622.5811 w .kpff.cam = CITY OF ' FENTON viav Planning/Building/Public Works Dept. S-417801 W-417801 R-417877 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING mO sippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 COMPOSITE UTILITY PLAN C6.00 77 143 A O M O O 0 0 N Q J CM M M O O O 00 MT LL .1 NW 4 Q\C: THE NW I1A AN1�sTHE NE 11A OF THE KII I I T ON cl WNS P 23��?�/��R717 11 05 EAST, W.M. OO mry \ P 2 9 \ do �LJ�"c _sD�ysro ows • ® HY1(Nf ,9 + s ,�°�v� '�,9RE HYDRANT Hit p22 _ s �\ S 4 a" Ns Ft Tn y�r m m 2�s - s _ _.- V `a'•a t>` o r - - ` �,s? 32+00 �o eq�' � o. � � s °'s a m ---- r 31+00 — STREET l 'a� gAocO'sea' - - - �T Q —x,. .%.,.� _ E LLJ mOs � � /� z a o2 m o G Z •�, oo $ ��2� J�i2�s`P�°� oms _ _ 05 '. + �e 2 5os .�_ - �F -` JUNCTION BOX T DEDICADON \ \'k �_ n% .�sX°o NMSSNB I2" STREET LIGHT STREET LIGHT AX STREET LIGHT STREET LIGHT Q °92 STREET LIGHT STREET LIGHT j�'� y M BLOW OFF so LU / �5 co (Tm) CO (TYP) Co (TYP) O FUTURE BLOCK C o �vS \ STREET LIGHT BLOW OFF BLOW OFF FUTURE BLOCK D \\' b "v STREET LIGHT STREET LIGHT a 1 BLOW OFF FIRE ,� STREET LIGHT HYDRANT FIRE HYDRANT ^> j N FIRE HYDRANT STREET LIGHT FIRE HYDRANT STREET LIGHT W +. STREETLIGHT I CO O STREET LIGHT Ic STREET LIGHT STREET LIGHT NET ss A .... � -. ,. _. -... - FIRE s � 25.0 N � s sD r s .., :.. sD s HYDRANT x o00 0 10+0� a �` s STREET LIGHT mm 611, �. oo, s ss Ss s ss ss ss s ss ss Ss TRANSFORMERS 1 9.5' _. � , • .._ ... .. � W , STREET FDC STREET LIGHT STREET LIGHT w� LIGHT STREET LIGHT STREET LIGHT � I TRANSFORMERS STREET LIGHT FIRE HYDRANT STREET LIGHT PIV YT -ss s „ z oo STREET LIGHc`NIT _ d -I`.. o N �� STREET LIGHT MIXED USE MIXED USE STREETLIGHT BUILDING A FIRE HYDRANT t BUILDING B A ME a � --- _ FDC �6 °q 1 yJa�,S-=a FIRE HYDRANT o m \l ✓ m. o _ STREET LIGHT .. 1 o 2 tl 20' ACCESS AND UTILITY FIRE HYDRANT FIRE HYDRANT 222' ROW oSy°—o EASEMENT DEDICATION Ix w- as as - + + w- w _ b _ - ll n L- w q`�F om 111, '0 ON 1+00 2+00 3+00� 4+00 5+00 0+00 1 7 00� 0 9 �j0 10+00 Iw+ 3 < 5s- 'S' s5 o I - H { --+.. - _H—,-T. o uI un _ STREET LIGHT D " STREET LIGHT >�u "STR ETILIGHT i"'"" - E ...STREET GHT PROPOSED. SUNSET SHELL ., s?��oA�� / sow sD �J I ou-STREET LIGHT sc i sD so- sD - SD — PROPOSED m° sD s D C-STORE REDEVELOPMENT moo° I I I i BOU VARO SR 900 `i mu,m _ o✓°�� yam ss oti ss —w s-- SHQMLEOR_REFEIRENCE ONLY w m0- c 02 ga.00.�:.m 2°a�^,� o .per yo s>' b ob s s °2 cP c c��`? m P°m � °OZ c�O P CEO 2 ° in 2'c^ J m `P° o �os s 5' s P o2 dom P Ps ✓ .m g � � F� mac+ � � °o sz o�-' m � s s® w i^°m2m so o's' eso s� e ss s-.',✓�+ ✓. P s o� mo sd ✓ v° e >�a `✓m s°x� � �'"Woss '✓ �m os:°s ✓�� smam:b,✓ `od �„ �ti� s Ln s O 0 O O / O N Q J Cr M M i co 0 \O O l co _ ��ss`/S���T �2`,�yho iL�° ✓saPfi i9f� ✓'fi ° t .n� ✓° �L"i �Tso`s9�e° °� �5J-� ✓ �.n� `�� °✓o � x" ✓ °,�.s_ 2�rLms'm.L � � smF,r � "kr s °' �yw,. � a s gym, ��. ��, _ ! � ✓ ��� m ._ LEGEND NOTES: PROPERTY LINE sD STORM LINE 5-417802 1. FINAL POWER PLANS TO BE PROVIDED BY 8 — - - — RIGHT OF WAY LINE ® PSE AT A LATER DATE AS A CONDITION HEX CONDITION 17 REMAINS APPLICABLE BUT STREET LIGHT OF APPROVAL. WILL BE DEFERREDDDUE TO PSE LAG TIME. CENTERLINE CURRENT PLANNING PROJECT MANAGER SHALL W-417802 ❑ TRANSFORMERS REVIEW AND APPROVE PRIOR TO INSTALLATION ly1� SS SANITARY SEWER OF THE TRANSFORMERS. R-41 7878 N ® SANITARY SEWER MANHOLE IN COMPLIANCE WITH CITY OF RENTON STANDARDS A w WATER Ro s r° I DEVELOPMENT ENGINEERING O 1cpff msippo 04/07/2022 o N GATE VALVE M49 16015th Avenue, Suite 1600 0 25 50 100 o�RACiSTBR{Q� Seattle, WA 98101 IF CONCRETE THRUST BLOCK 9etONAL 26.622.5322 1 inch = 50 feet www.kpff.cam E 3/11/2022 DATE HYDRANT 1 CIVIL CONSTRUCTION PERMIT JON 03/12/21 JSF - rmnrm ,w.q 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL UP 09/03/21 JSF ZLN M,. A$ NOTED P14Xf'LL NOI 1B8i21B°� CITY OF SOLERA Fs FIRE LINE 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL Tip 12/14/21 JSF owu TJP/MDR 2842 NE SUNSET BLVD °°®°" Call '� RENTON i "" KSA/cEP RENTON, WA 98056 OWNING NO BLOW OFF • two onruM before you crc@MNFAT Planning/Building/Public Works Dept. C6.01 NO. REVISION BY DATE APPR USE SURFACE MOUNTED UTILITY PLAN 78 143 Go T 7 s \\ � ysi 0 w H Q � LLI J O N s, (n o as ' a. 1 In I O EXISTING 12" DI INI WM (565 ZONE) T a NET rNN.In N A CL 1 -- F_ ° pm a 2 9�" T'P00 1 W F N EXISTING 12"x6" TEE _ (MJxFL) WITH 12" PLUG ' AND THRUST BLOCKING.% s N\I o: y02p0 12°9 BEs�ZONE) s 2 °Oyu 6 r. o�13 L�,o 0 0`<02 I SHOWN —N w- NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. —so—PPo�PT'^ . 5D� _ - FUTURE 12° 'NM_ �c' �c <^1 m° EXISTING 12" - - 9H' v °a ( ) ypro `s •_ (565 ZONE) '�'� '''' - - - �, % ���: EXISTING 16 [ WM 565 ZONE �_ ��� Fom Zo�Tv m° � 11 A aw%_ <,�'- s \'i ,a WM (565 ZON c q�m+ \ 9yvPse -TO 12 _ WM TO _ - - 33+00- s \ v +o p N TON Yo \\\ ,,, EXISTING bA - -- - - �T EXI NG 13 Wi'(565 ZONE) '�o+oo - RRI 50 # \ WM (565 ° w s. �� ZmFy A 2�i , -' .n 2�'� P HIos tea' ti° "' °oa��• . A..�S o s _ — �' I 1.5ROW � - 1 DEDICATION \ EXIST 8° W (435 ZONE) TO HYDRANT BE REPLACED WITH NEW EXISTING HYDRANT TO FUTURE BLOCK C >E 12"W (565 ZONE) WHEN BE REMOVED, HYDRANT s \ TRACT D IS REDEVELOPED SEE SHEET C6.15 3 `F CHI so 3 � II FUTURE BLOCK D UGHT POLE AND BASE (TYP.) N 3 HYDRANT HYDRANT HYDRANT HYDRANT HE fit A �w— ss ® ®® r In MIXED USE BUILDING A FDC 6° FIRE SERIII VICE -~ r��� SANITARY SEWS cis COMMERCIAL ON MECHANICAL ROOM MIXED -USE BUILDING A WATER SERVICE - 4" DOMESTIC AND SANITARY SEWER CONNECTION COMMERCIAL WATER SERVICES MIXED -USE BUILDING B - SANITARY SEWER CONNECTION 4" DOMESTIC WATER SERVICE MIXED -USE BUILDING B z 5 MIXED USE FIRE HYDRANT - SANITARY SEWER CONNECTION MIXED USE , B U I L D N G A MECHANICAL ROOM - - BUILDING B SANITARY SEWER MIXED—USECONNECTIDN 6 "' SANITARY SEWER BUILDING 8 MIXED(CONNECTION NG A6° FIRES FDCCE : 6 IS u L r I � EXISTING WATER LINE EXISTING 12' DI S TO BE REMOVED �so.,� se ��,.� WM (565 ZONE) nD HY AN r rYfs NOTES: Oi CONNECT TO EXISTING WATER MAIN. O2 CONNECT TO EXISTING SEWER MAIN. O3 CAP SEWER AND WATER UTILITIES FOR FUTURE EXTENSION 4. ALL WATER FITTINGS AND VALVES WITH MECHANICAL JOINT (MJ) END(S) SHALL HAVE A WEDGE -TYPE RETAINER GLAND EQUAL TO MEGALUG SERIES 1100. 5. CONCRETE THRUST BLOCKS REQUIRED ON ALL WATER FITTINGS PER COR STD PLANS 330.2 AND 330.3 6. 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. 7. WATER MAIN PIPE DEFLECTION SHALL NOT EXCEED ONE HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE. 8. WATER MAIN SHALL BE CLASS 52 DUCTILE IRON PIPE WITH POLYETHYLENE ENCASEMENT. ��n, l LEGEND PROPERTY UNE — - - — RIGHT OF WAY LINE CENTERUNE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW C SEWER STUB Call 811 Obefore tw0 business days you dlg N0. .;� I >E i/ rJI _ o n — —— � -i>� } 1 s�-�s � T�'m.r NE SUNSET BOULEVNRD In-1� SD so D • — c s ' s 7 J C6.17 RANT a° o :T d Ws'� 6.'�g P,iv °`Eb Co2JsO°iS� �P °S2 `1a�° 0 0o s o °,� m "s S s,00 o assv .° Aso Cs oyn fir 'P 2oN inW p � a gOooZ°�so�F� coin,%', -+ems Poi�o.p `1�s s ao o✓ ° ai^ sss � ors ✓� mo{ J''�� � o � �s g °✓ o �s�^i `'s d"s9°-o°$ p '� �ii�C` ✓os � `'CC �os� B �y ✓ loss` �� ss� ✓� �JI. CNIL CONSTRUCTION PERMR CIVIL CONSTRUCTION PERMR RESUBM17AL REVISION w WATER N GATE VALVE CONCRETE THRUST BLOCK HYDRANT [ MECHANICAL JOINT / CAP FIRE LINE —fs— BLOW OFF sD STORM LINE BY I DATE I APPR Y 3 lq3ff 'QR�e4 gay 16015th Avenue, Suite 1600 0 25 50 100 °�'rACISTeR�`{4� Seattle, WA 98101 93(ONAL W6c, 2N.622.51II 1 inch = 50 feet 3/11/2022 www.kpff.cem M,. AS NOTED RIZONLLL "'°'°"n°°' CITY OF ' FENTON DATUM Planning/Building/Public Works Dept. IF HOI ONE INCH EXISTING 10" Cl /' !\ WM (565 ZONE) y r qV J S-417803 W-417803 R-417879 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022 O JStowell 04/04/2022 01 WATER UTILITY agafour 04/07/2022 SOLERA 2842 NE SUNSET BLVD ° ® "' RENTON, WA 98056 �C6.02 WATER AND SEWER PLAN OVERVIEW C, 79 43 A M M M O O O II M00 LL a 0000 III O V LU F- NW 1/4 OF T� 1/4 AND THE E 1/4,QFjHE NW 1 4 TION 9, TOWNSHIP 23 N(R H, RANGE P Zf�o AV sp—FIRE HYDRANT syh °hoc m°}so \ qo ye B _ I//�� - — \��-__„o �?_.... \ \ _31RIN(�iT P32+00 m _ _ 33+0HN 0 o 30+ 1510 UP FIRE HYDRANT FUTURE BLOCK C / \\ j FIRE HYDRANT / �\\\\\\\\9 I I\\ FUTURE BLOCK D \\\ % '`k�� I FIRE HYDRANT \\ i FIRE HYDRANT / FIRE HYDRAN�\ \\ \I i//I— L— \\ I IL \ I o0 r1- \—� I JEFFERSON AVENUEINE .. 31 SS— SS�S SSo SS 54 \ SS SY SASS S§��55 \ FDA (BUILDING B) \ \\\\\ % / FIRE HYDRANT O / /n\\ \� MIXED USE / ` /\BUILDING A M `/iA E D USE FIRE HYDRANT LD I N G B /I .- } N % I \\\\DC FOR BUILDING A / s f \ I me v`i+QQ.. 2+00 ��r� 3+0 '-,p<r I A 1 4+00 j � A 5+ ` I 6+00 -55 SS —SS IRE HYDRANT. ! SEE SHEET C6.17 FOR DETAILS ° ° A I , N� 8U SB B I�LEVA D i IN —w SS w A 5 A `7'u` � s � �` y :2✓'Z s, b `? \ � O�j. o f` oZZo s2 PZC'O '9 \ °b oCZo 26��Ci0 oos O sy EXISTING FIRE HYDRANT \ s / syo fy3gs g=� `'s ss�s� s s ® g \\ � // as �V `C� �y`Zr z° so �ssa �'°�or� °��� so �s J� sod A I fy �' ° � ° LEGEND Ce PROPERTY LINE NOTES: — — — — RIGHT OF WAY LINE 1. EXISTING HYDRANTS WILL REQUIRE INSTALLATION OF A STORZ ADAPTER 8 PER CDR 310.1, IF NOT ALREADY EQUIPPED CENTERLINE w WATER N GATE VALVE CONCRETE THRUST BLOCK HYDRANT MECHANICAL JOINT / CAP E � FDC 1 CIVIL CONSTRUCTION PERMIT JON 03/12/21 JSF ZUJ � BLOW OFF 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 09/03/21 JSF 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Tip 12/14/21 JSF owu Tip/ r ss SANITARY SEWER LINE , Call 811 °°'^' KSA, • two business days sB STORM LINE before you dlg °"rc@MNF B NO. REVISION BY DATE JAPPRjSF I / I I j I Lk ° DD 9+00•1I 10+00 '�-H' , I_ NEW FIRE HYDRANT._—��sw°s SEE SHEET 06.17 FOR DETAILS \` II EXISTING FIRE HYDRANT NI A mow; i�s M O O S-417804 W-417804 R-417880 Y 5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 9�49 36015th Avenue, Suite 1600 0 25 50 100 o�RACI3TeR�`{4� Seattle,WA98101 93tONAL W6c, 206.622.5611 1 inch = 50 feet www.kpff.com 3/11/2022 HAND III M„AS NOTED °ZCNT�HAD '°O/Im, AVIIIIIIIIL CITY OFSOLERA 2842 NE SUNSET BLVD °° K am RENTON �� DnruM RENTON, WA 98056 Planning/Building/Public Works Dept.IF H011 ONE INCH C6.03 SINNEE "` FIRE PROTECTION PLAN 80 43 M M M 0 0 O 00 00 mFssso 1 0 \ ro r o �o � %o s s \ I� O STA. 11+38.69, 34. 7 oy a�`'o +, \h ` TEMPORARY BLOW OFF PER CDR STD Po -�, s 33 LF 12" DI WM WITH 4' EXISTING,12"DI ' I (1) DEADMAN BLOCK, SEE DETAIL 20, LU WM (565 Z6 (1) CA H B° ' 3&TA. 11+28.690 34.50' LT 8" IE=332.64 \ STA. 11+06.67, 1.78' LT a�+xm 45' BEND (MJ) ySCI ogsaoyc y STA. 11+0344, Y. 1) CONCRETE BLOCKING 15.0 45 BEND (MJ)` Q W J O C7 00 � Q 1 6 XISTING 12 x6 TEES(MJxF N NTH PLUG do THRUST BLOCKIN d REMOVE PLUG/BLOCKING'AND (r CONNECT NEW MATER MAIN F- DIRECTLY TO EXISTING TEE' PROVIDE TESTING AND FINAL CONNECTION DETAILS IN LINE WITH 'v STD PLAN 300.5 °y aD 'p;% EXISTING HYDRANT - I` �q 0, TO BE REMOVED, SEE s r ° O° " "'3� DEMOLITI PANS L e(r iy 9ss 0' d 355 350 345 340 335 330 325 320 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. LT STA. 11+53.39, 2.00' LT 102 (1) 12"1 (FLxFL) > M R UTILITY (1) 12" GATE VALVE (FLxMJ)i. ' 5 EASEMENT (1) 3041GATE VALVE (FLxMJ) STA. 11+75.27, 2.00' LT I J) (1) 12" FLxMJ ADAPTER FIRE HYDRANT ASSEMBLY (1) CONCRETE BLOCKING PER CDR STD PLAN 310.1 STA. 11+62.65, 2.00' LT (1) 12"x6" TEE (FLxFL) r (1) 12`x3°aTEE (MJxFL) (1) 12" GATE VALVE (FLxMJ) r 0 15.0' (1) 6` GATE VALVE (FLxMJ) N (1)R3'a'GATE VALVE (FLxMJ (1) 12" FLxMJ ADAPTER (1) CONCRETE BLOCKING (1) CONCRETE BLOCKING er-- x "Ik 12" DI D '2 o. 10 LF 12" DI WM +0 w I N 31 LFs"DI WM 1 LFS612DI r SSMH 2 s c + f (1).12"x12" TEE (FLxFL) SSCO (2 12" GATE VALVE (FLxMJ) SS 8° IE = 33i1.51 a (1) 12" FLxMJ ADAP 0 2N0% ER C (1) CONCRETE BLOCKII C 3" DOMESTIC,W"A'TER C6.18 ERER CDR S PLANCE P3204. DCVA BACKFLOW LOCATED WITHIN MECHANICAL ROOM, SEE MEP FOR DETAILS. +JEFFQRSONEwUE NE P a , •O to 0 sB' SD p m sD o J 179 LF 12"DI WM m U ps 7----5 x 4 55 SO ? W 1 V N • • •1 ME _ ME 15'+� MECHANICAL TRANSFORMER " I '' ROOM (TYP) STA. 12+36.LT \ TA. 11+85.56, 2.00' LT ARE HYDRANTT ASSEMBLY `3f COMMERCIAL WATER SERVICE C (1) 12"x6" TEE (MJxFL) PER CDR STD PLAN 310.1 MIXED USE BUILDING B PER CDR STD PLO 320.4. C6.18 (1) 6" GATE VALVE (FLxMJ) (1) WAN TEE (MJxFL) RPBA BACKFLOW LOCATED WITHIN (1) CONCRETE BLOCKING (1) 6" GATE VALVE (FLxMJ) MECHANICAL ROOM. SEE MEP FOR DETAILS. (1) CONCRETE BLOCKING 10+00 10+40 10+80 11+20 11+60 12+00 12+40 KEY TOP UTILITY CIA DEPTH TO TOP UTIL APP. IE BOT UTILITY CIA DEPTH TO BOT UTIL APP. IE VERT. CLEARANCE Q WATER 12" 46" 335.59 STORM 8" 71" 334.13 0.79' Q WATER 12" 49` 336.64 STORM 18" 770 335.31 1.33' Q3 WATER 12" 49" 337.25 STORM 8" 69" 335.92 0.67' ® WATER 12" 49" 340.22 STORM 8" 82" 337.80 1.75' Call 811 • two business days before you dlg N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 12+80 BY I DATE I APPR 13+20 13+60 0 10 � 40 1 inch = 20 fE HORZ 0 25 5 10 1 inch = 5 R. YERT COME AS NOTED "",, a ""° °°n°°' OKI DATUM IF NOT ONE INCH KEY PLAN NITS REFER TO SHEET C6.30 & C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET C6.02 AND C6.10 FOR SEWER AND WATER NOTES NOTES: 0 CONNECT TO EXISTING WATER MAIN. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE TO CONFIRM SIZE, LOCATION, AND ELEVATION IN FIELD AND CONFIRM ANY DISCREPANCIES WITH ENGINEER. O2 CONNECT TO EXISTING SEWER. PRIOR TO CONSTRUCTION, CONTRACTOR SHALL POTHOLE TO CONFIRM SIZE, LOCATION, AND ELEVATION IN FIELD AND CONFIRM ANY DISCREPANCIES WITH ENGINEER. CAP SEWER AND WATER UTILITIES FOR FUTURE EXTENSION. O3 EXTEND AND CAP SEWER AND WATER MAIN FOR FUTURE EXTENSION. CONTRACTOR SHALL MARK THE LOCATION OF THE UTILITY STUB WITH ABOVE GROUND STAKE AND FLAG. ® SEE SHEET C6.02 FOR ADDITIONAL WATER AND SEWER NOTES. OS REMOVE EXISTING SANITARY MANHOLE. © POLY PIGGING STATIONS PER CDR STD. PLAN 300.6 AT CONNECTION TO EXISTING WATER MAIN. 7. PLACE ETHAFOAM PAD BETWEEN PIPE CROSSINGS WITHIN LESS THAN 18" CLEARANCE. LEGEND PROPERTY LINE/ RIGHT OF WAY LINE CENTERUNE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB w WATER N GATE VALVE CONCRETE THRUST BLOCK Y HYDRANT r MECHANICAL JOINT / CAP —�— FIRE LINE BLOW OFF 1% PIV S-417805 FDC W-417805 14+00 R-417881 lcpff IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022 JStowell 04/04/2022 16015th Avenue, Suite 1600 Seattle, WA98101 WATER UTILITY 205.622.5812 w .Rpffxonn agafour 04/07/2022 ' IIIIIII CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 Planning/Building/Public Woks Dept. WATER AND SEWER C6.10 JEFFERSON AVENUE NE PLAN AND PROFILE 81 43 1 1 55 50 45 40 35 30 25 R O N O O O N A 1n O co O O O O N J CM M M O O O DO T ., 0000 7 O V W I- Q o � o W o0 J O ^o U U N W S W N CV Z J W S N T � N I Ir 00 N r; N I 365 360 355 350 345 340 335 4R, NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 91 TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C6.13 FOR CONTINUATION Hit I STA. 16+59.56, 2.00' LT FIRE HYDRANT ASSEMBLY 76 LF 12"DI WM SD 1 I STA. 14+16.66, 1.99' LT STA. 15+16.66, 2j310.1 ' PER COR STD PLAN 310.1 :,I} '1� s FIRE HYDRANT ASSEMBLY FIRE HYDRANT AS(1) 12"x6" TEE (MJxF -jl '. II STA. 16+97.371 2.00 LT s PER COR STD PLAN 310.1 PER COR STO PLA(1) 6" GATE VALVE (FL dX11 -- =STA. 22+28600, 0. (1) 12"x6° TEE (MJxFL) (1) 12'x6" TEE(FL XFL) STA. 15+89.97, 8.03' RT (1) CONCRETE BLOC NG w f (1) 12"x12' CRO (FLxFL) (1) 6" GATE VALVE (FLxMJ) (1) 6' GATE VALVE SEWER CONNECTON (4) 12" GA ALVE (FLxMJ)(1) CONCRETE BLOCKING 1 CONCRETE BL(1) 8°x8°z8° TEE(1)12"GATEVALVE(FLq„r sOe ' " SSMH4 sD so D s 9 so sD sD 'sD so sD - D so r- sc sc o0 98 LF 12"DI - ' 0 141 LF 12"DI WM " 6 LF 72" DI WM '-� . , -h �, • 203 F R2� r N _ wh 16+,� w `'mow. + o w _ , it "' w>� - w _ 1ftOC w r o+D V J PERSON AVENUE NE II� ti W >& a. ss ss ssss S IS SS 86 SS ' o SS+ .. • •' >� S SS SS w N SQ jj a� SSMH I 'sro x x ^a`�x.• �w Q` "@ O x I czi v' ° o - SSCO _ s V v 1 I ' NO GATE VALVE TOBE L W I CONSTRUCTED� NHERE. +� OGATE VALVE TO BE V ^ •. I N p va `ONSTRU`TEDHEFE / \ MIXED USE BUILDING A MIXED USE BUILDING B SS 8IE = 336.05 tt 0 2.DO% I ` _Q� �-�� z n SEE SHEET C6.14 FOR CONTINUATION SSMH 0, 48 ',. STA. 17+07.34, 8.00" RTI. H ,, I, RIM=353.66 STA. 14+15.00, 8.01' RT 8" IE IN=336.32 (NE) _. _RIM=347.43 __. ----__ ----__ ----- _ 8" IE IN=336.32 (NW)._-. 80 IE 3 (NE) EXISTING GRADE AT OF ROAD 8" IE IN=336.32 (SE) i� OUT 33. (S 8° IE OUT=333.95 (SW),.. 8" IE OUT=336.22 (SW) PROPOSED GRADE AT OF ROAD '- - 4.50%. _. __--�- 203 LF if DI WM _ DIL., WM TIN 98 LF 120 01 WM STA. 17+44.98 EL=344.90 L, 12"x6" TEE (MJxFL) 12 x6" TEE (MJxFL) 12"1 TEE (MJxFL) 12"x.2" CROSS.(FLI 12" SO XING ®274R_. -.._ -ST _ __ 6 _._ _. _._ STA. 16+08.05- STA. 16+59.56 STA. 76+87.47 STA' 16 _.... 97.34 202 LF 8" C900PVC SS EL=342.41 STA. 14+72.8 EL=344.51 EL=342.00 EL=347.57 EL=343.84 EL= 47 8 -341.18 18" SO XING 8" SD XING 8" SS XING 12° SO XING 12" SO XING 1'172 LF 8" C900 PVC SS 0 0.75% 7STA.5+89.97 KEY PLAN NTS REFER TO SHEET C6.30 k C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET 06.02 AND 06.10 FOR SEWER AND WATER NOTES 365 LEGEND 360 - - - - PROPERTY LINE/ RIGHT OF WAY LINE - CENTERLINE SANITARY SEWER 355 ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW 350 E SEWER STUB w WATER N GATE VALVE 345 CONCRETE THRUST BLOCK Y HYDRANT 340 r MECHANICAL JOINT / CAP PsFIRE LINE 335 BLOW OFF �I PIV EL=335.32 ' 330 FDC 5-417806 M N N0 M M, W-417806 m m m 01 CHIco OR NIB N0oCO L < < < iv�j �µpan r� an Ed CHO Ed CCC O M < M FHB LLS ILJ 'n ,n In M 1[J LLS In In In In 'n H, IlJ M~� M~� ,n M Ho Ho �M Y] Eli M M M �M MM MM M �M MM MM MM �M MM M M M M R-417881 14+00 14+40 14+80 15+20 15+60 16+00 t Call 811 3 two business days o before you dlg c NO. 16+40 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 16+80 BY I DATE I APPR IN COMPLIANCE WITH CITY OF RENTON STANDARDS 17+20 17+60 4�aotWAlqjft c(d DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 to 20 40 msippo 04/07/2022 O JStowell 04/04/2022 O /1 1 inch = 20 R. HORZ k sta<v � �. I6015th Avenue, Suite 1600 o d'LSeattle, WA 98101 a zs s o �93fONAL NAL WATER UTILITY zD6.6zz.sezzsR I IRcn = n w s Ir 3/11/2022 agafour 04/07/2022 HAND III ZL M„ AS NOTED a°"L "'° IINIV ' CITY OF SOLERA CROWN' TJP/MDR ;R 2842 NE SUNSET BLVD ° ® " RENTON RENTON, WA 98056 CROWN, KSA/CEP DATUM ° NO MNPATIFU ZEE Planning/Building/Public works Deft. WATER AND SEWERC6.11 ;SF "` JEFFERSON AVENUE NE PLAN AND PROFILE 82 43 EL=335.32 ' 330 FDC 5-417806 M N N0 M M, W-417806 m m m 01 CHIco OR NIB N0oCO L < < < iv�j �µpan r� an Ed CHO Ed CCC O M < M FHB LLS ILJ 'n ,n In M 1[J LLS In In In In 'n H, IlJ M~� M~� ,n M Ho Ho �M Y] Eli M M M �M MM MM M �M MM MM MM �M MM M M M M R-417881 14+00 14+40 14+80 15+20 15+60 16+00 t Call 811 3 two business days o before you dlg c NO. 16+40 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 16+80 BY I DATE I APPR IN COMPLIANCE WITH CITY OF RENTON STANDARDS 17+20 17+60 4�aotWAlqjft c(d DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 to 20 40 msippo 04/07/2022 O JStowell 04/04/2022 O /1 1 inch = 20 R. HORZ k sta<v � �. I6015th Avenue, Suite 1600 o d'LSeattle, WA 98101 a zs s o �93fONAL NAL WATER UTILITY zD6.6zz.sezzsR I IRcn = n w s Ir 3/11/2022 agafour 04/07/2022 HAND III ZL M„ AS NOTED a°"L "'° IINIV ' CITY OF SOLERA CROWN' TJP/MDR ;R 2842 NE SUNSET BLVD ° ® " RENTON RENTON, WA 98056 CROWN, KSA/CEP DATUM ° NO MNPATIFU ZEE Planning/Building/Public works Deft. WATER AND SEWERC6.11 ;SF "` JEFFERSON AVENUE NE PLAN AND PROFILE 82 43 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C6.15 FOR CONTINUATION STA. 20+79.93, 34.50' LT 0 TEMPORARY BLOW OFF PER COR STD 340.2 STA. 21+39.05, 2.71' LT FIRE HYDRANT ASSEMBLY 203 LF 12°DI V4.1 122.54 TA. 19+42.27, 34.50' LT 33 LF 12° DI VRd WITH 4' COVER PER COR STD PLAN 310.1 1 ^ 1j.. IJ BEND (MJ) (1) DEADMAN BLOCK, SEE DETAIL 20/C6.35 (1) 12°x6" TEE (FLxFL) 1 ell.�1 STA I2 +STA. 19+02.01, 34.50' 1) CONCRETE BLOCKING (1) CAP (MJ) (1) 12" GATE VALVE (FUMIJ)45- 11.25' BEND (MJ)IR VAC AT HIGH (1) 6" GATE VALVE(1) �(B DC (1) CONCRETE BLOCKINOINIT ON 12° WM (1) 12" (FLxMJ) ADAPTERSTA. �)+ 5. (1) CONCRETE BLOCKING 1 45' BEND (M 39 LF 12°DI WM356 I \ d I(1) CONCRE BL� a e 15' UTILITY EASEMENT 1, /I SSMH ry5 MIXED -USE BUILDING A L SSCO SS 8" IE = 342, 0 2.00% KfLfl 116NI K 1101 K 1111 Kl:1.7 o 136 LF 12"DI WM SSMH #6 1?t N"Ayyk EE NE T •- _�30 LF 12"DI WM �tinn w ` bi V ST . 21+11.93 �� STA. 20+79.93, 2.71' LT -- SSCO (1) 1" IRR METER 12°A2" TEE (FLxFL) AND DCVA BACKFLOW ' SS 8° IE = 347.66 (3) 12" GATE VALVE (FLzMJ) (1) 1° IRR POINT OF 0 2.00% (1) CONCRETE BLOCKING CONNECTION 18+20 18+40 18+80 19+20 19+60 20+00 KEY TOP DIA DEPTH TO APP. IE BOT UTILITY DIA DEPTH TO APP. IE VERT. UTILITY TOP UTIL BOT III CLEARANCE Oj WATER 12" 41" 351.38 STORM 1 12" 116" 346.12 4.26' 0 WATER 12" 64" 351.60 STORM 12" 70" 350.00 1.60' Call 811 Obefore tw0 businessdays you dlg N0. 20+40 CIVIL CONSTRUCTION PERMR CIVIL CONSTRUCTION PERMR RESUBM17AL REVISION 20+80 BY I DATE I APPR 21+20 5 LF 12"DI WM I—SIA,l21 dd• ti[n Z 1\ KEY PLAN STA. 21+8 .64 NTS 45' BEND ( J) (1) CONCRE BLOCKING 22+38 I s�BL I CONNECT TO EXISTING 8°x8" CROSS 0 3 LF 12°DI WM \ CONNECTION PER CDR STD PLAN 300.5 O ty \ REMOVE EXISTING 8" MJ PLUG FROM 8" GV co 00 _ �_ 55 55 �ONNEG15T0-8`GV-ss ss ss ss ss 1 i -- 45' BEND (MJ) O (1) CONCRETE BLOCKING 0 N "CI (1) 12"x8° REDUCER (MJxMJ) SEAS WM (2) DI SPOOL J - 5 ZONE) (1) 8" SLEEVE (Ml Z EXISt G 16°CI VRd INE) < Fy 370 REFER TO SHEET Cl & Cl FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET C6.02 AND C6.10 FOR SEWER AND WATER NOTES Ch I co 365 0 LEGEND 000 — — — — PROPERTY LINE/ RIGHT OF WAY LINE EL 360 CENTERLINE SANITARY SEWER 355 ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB 350 • WATER N GATE VALVE 345 CONCRETE THRUST BLOCK Y HYDRANT 340 r MECHANICAL JOINT / CAP Fs FIRE LINE BLOW OFF 335 PIV • FDC S-417807 21+60 22+00 22+40 W-417$07 R-417883 IN COMPLIANCE WITH CITY OF RENTON STANDARDS �'� oy NA,ayvFc�d DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 10 20 40 - lcpffmsippo 04/07/2022 O JStowell 04/04/2022 O 1 inch : 20 k. HORZ gay I6015th Avenue, Suite 1600 0 2.5 5 10 RA�RecISrexB�`�y6' Seattle, WA98101 WATER UTILITY 93tONAL Who 3W.633.5622 '� 1 Inch ` 5 ft.�T 3/11/2022 w .kpff.cam agafour 04/07/2022 M„AS NOTED °�°"`�"""°'°"^°°' AIIIIIIIII CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 �� DnruM Planning/Building/Public Woks Dept. WATER AND SEWERC6.12 JEFFERSON AVENUE NE PLAN AND PROFILE 83 43 0000 T 7 C) 6ti , PS E LU �� o� -0�(:��1c I 120 VA LL J 20+00.00 NE 11TH 30+00.00 HARRING 00 n N I F- W N n N I SEE SHEET C-6.15 FOR CONTINUATION EkXISTING 8 D I II °I 1435, ZONE) s LLJ 25 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. SEE SHEET C6.12 FOR CONTINUATION I ( STA. 21+43.10, 33.35' LT 240 LF 12" DI WM- TEMPORARY BLOW OFF 1I PER COR STD 340.2 52 LF 12° DI NM N1TH 4' COVER UTILITY (1) DEADMAN BLOCK, SEE DETAIL 20/06.35 EASEMENT STA. 22 8.18, 0. - SS Be IE = 337.68 (1) CAP (MJ) =STA. 16+97.3 2.05' L q 0 2.00% (1) 12"x12" CROS FLxFL) 30 LF 12" D WM SSCO _ (4) 12D GATE VALVE ( MJ) CONTRACTOR TO OTHOLE r !-- AND FIELD VERIFY MISTING 15.0' 4 - GAS LINE INVERT. SSMH A7 $ ET= •.. S2 Q 1L N 1 T s 15 LF 12' DI WM ♦ 109 LF 1 " DI�WM 21+00 N- war`, E 11TH STHL T -16 a CAP- END -OF -SEWER- BEFOT --HARRINGTON-CENTEV STA. 1g+971 EXISWM 1OE) WM 565 ZONE ffffff+++J��jjjj OSTA.20+00.00 I2' o 45 DEGREE BEND I(MJ) (1) CONCRETE BLOCKING d� REMOVE EXISTING 12" 9J F?F AND BLOWOFF. I CONNECT NEW 12""WATER MAIN PER CDR ST) PLAN 300.5 1I 365 360 355 350 345 340 335 330 3 15 0' I 83 LF 12" DI WM e :4T . 2 D---_- SD----� + Tcn + I (�.... +:: �h P�. of _o e a D" TA. 0+33.6310.0 SSCO 45' BEND (MJ) 15.0' 15.0' SSMH4 (1) CONCRETE BLOCKING N - ARRINGTON PL NE STA. 30+11.30, 21.31' RT L _ UTILITY EASEMENT NE 11TH STREET STA. 20+19.89, 11.85' LT STA. 21+43.10, 33.33' RT O3 D (1) 12"02° TEE (FLxFL) SS 8" IE = 337.36 TEMPORARY BLOW OFF GATE VALVE (FLxMJ) 0 2.00% CDR STD 340.2 STA. 21+43.09, 0.00' 52 L ° DI WM W1TH 3' COVER (1) 12"x12" CROSS (FLxFL) (1) DEADM LOCK, SEE DETAIL - 30 LF 12° DI WM 3Sp (4) 12" GATE VALVE (FLxMJ) (1) CAP (MJ)� P ; � o 0 wa D + D • L N V P e f y W e W J P f x gall n. SD Z N a o ME I f •P II, Z03 � o h .`S5 w L L� APP I SEE SHEET C6.11 FOR CONTINUATION SSMH A. 48" STA. 17+07.34, 8.00' RT SS.,, H 7 48" I,. L,. RIM=353.66 '.. '.. '.. STA. 21+33.181 10.00' LT 8" IE IN=336.32 (NE) I.. RIM=352.04 8"..IE IN=336.32-(NW) PROPOSED GRADE AT OF ROAD 8° IE IN=337.21 (NE) 8° IE IN 336 (SE) 8' IE IN 336.47(SW) 8° IE OUT-3332 6.22 (SW). EXISTING GRADE AT q OF ROAD 80 IE OUT=337.11 (SE) g - - - - -��, -- _... MATCH EXISTING - ------'�- - - ------ - --- STA. 21+64.04 - - - - - EL=349.67 Be SO XING _ 75LF 12" DI WII 83 LF 127 DI WM 15 LF 12" DI WM 109 LF 12° DI WM 1 _. _. 12"x12° STA. 21+26.02 STA. 22+28.18 30 LF 12° I WM EL 348.96 12°x12" (FLxFL) EL=347.81 1„ z STA. 20+33.63 18"''. SO XING '',, STA. 21+43.10 '', STA. 22+18.08 . EL 344.35 EL=345.20 EL=342.99_-. F - 45e BEND (MJ) -- 12" SO XING _. 18" SO RING (1) CONCRETE BLOCKING 105 LF Be C9D0 PVC SS 0 0.75% CONNECT DIRECTLY TO '',. 12°x12" (FLxFL) _. .EXISTING 12" WATER MAIN STAB-20+19.89 STA. 20+00.52 ',, EL=344.27. 45' BEND (MJ) 120 SO XING EL=344.84 '',, ',, SEE SHEET',, C6.15 SEE SHEET I..C6.15 m Opp `t M c Of m M T 1n oo ^ r N V V FIB M M M M Nt M 20+00 20+40 20+80 21+20 21+60 22+00 22+40 1 CNIL CONSTRUCTION PERMIT JON 103/12/211 JET 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL TJP 09/03/21 JET CNIL CONSTRUCTION PERMIT RESUBMITTAL TJP 12/14/21 JSF Ca 811day a3 two busillness s before you dig N0. REVISION BY DATE APPR 365 360 355 350 345 340 335 330 2 KEY PLAN NTS KEY TOP DIA DEPTH TO APP. IE BOT UTILITY CIA DEPTH TO APP. IE VERT. UTIUTY TOP UTIL BOT UTIL CLEARANCE Q1 WATER 1 120 1 490 348.05 1 STORM 1 8" 1 73" 1 346.55 1 0.50' REFER TO SHEET C6.30 k C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET 06.02 AND C6.10 FOR SEWER AND WATER NOTES LEGEND - - - - PROPERTY LINE/ RIGHT OF WAY LINE - CENTERUNE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB • WATER N GATE VALVE CONCRETE THRUST BLOCK Y HYDRANT r MECHANICAL JOINT / CAP ES FIRE LINE BLOW OFF PIV • FDC S-417808 W-417808 R-417884 MEOW IN COMPLIANCE WITH CITY OF RENTON STANDARDS WA,4y��4C� i4°M1�"o N DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 10 zo aDIT msippo 04/07/2022 O JStowell 04/04/2022 O 1 inch = 20 11 HORZ sell, I6015th Avenue, Suite 1600 o RACISTBR� Seattle, WA 98101 0 25 5 m �9NfONAL'` WATER UTILITY 306.6II.6622 1 inch - 5 H-YERTH-PERT 3/11/2022 w JcpTf.cam a0afour 04/07/2022 ' M". AS NOTED °" "'°'°"^°°' CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 �� DnruM Planning/Budding/Public Works Dept. WATER AND SEWERC6.13 NE 11TH STREET PLAN AND PROFILE 84 43 O N O O O N Z LO O co O O O O N Q J LM M M O O O ao a 00 7 O V LU Q W J O U) 00 n N I Er W N T ri N I NVV 1/4 OF THE NW 1/4 AND THE NE 1/4 O_ F THE NVV 114 SECTION 99 1 MIXED USE BUILDING A STA. 22+99.76, 0.00 SS 8" IE = 338.21 (1)6" GATE VALVE (FLxFL) SSCO ®2 00X g" �� EXISTING 12' DI WM (56 ZONE) ne I oHJ ,SSMHD#10. p. °I — 1• D, °S CONNECT (3) 12" C N ss ss - ss ss ss ss ss ,.. I25+'00 `ft�a e 0(1) CONCI g82 LF 12" DI WM 78 LF 12" Dla o0 11T STREET D 12D CONTRAC' ¢" 23 00 2 CONFIRM N= w r DD N EXISTING . a ENGINEER z W So SD Sn--, SD S% �CONNECTI JW � 5 p Q D M LJ� M m " I o wm na D D D 24+62.98, 15.35' R A STA. 23+83.62 ---SSCO STA. (1) 1" IRR METER AND DCVA BACKFLOW SS 8° IF = 338.79 FIRE HYDRANT ASSEMBLY (1) 1" IRR POINT OF CONNECTION 0 2.00% PER CDR STD PLAN 310.1 D MIXED USE BUILDING B (1) 12"x6" TEE (MJxFL) 3 (1)6" GATE VALVE (FLxMJ) •, a, ,� 8 j (1) CONCRETE BLOCKING w I 375 370 365 360 355 350 345 340 335 AT ¢ OF AT CL OF 78 LF 12" DI WM STA. 24+22.77, 1 UNE 0 I PROVIDE ETHAFOAM STA. 23 BLOCKING FOR LESS i EL=353. Lj THAN 1.5' UTIL SEP 3 'A� 80 SS CONNECTII —12" GATE VALVE (FLxFL) STA. 24+02. STA. 22+99.96 '.. IE=338. EL=348.2$ _... 180 LF 8" C900 PVC SSI,0 0.75% STA, 24+31.78 EL=359.17 8" SO XING 23+20 23+60 24+00 24+40 Callness da811 two busiys • before you dlg N0. IN AREAS OF FILL, NEW ROADWAY SUBGRADE SHALL BE FILLED AND COMPACTED'.. BEFORE EXCAVATION STA. 8" SS CONNEC STA. 24+17.79 CONNECT TO EXISTING 12" WM IN SUNSET BLVD 24+80 EXISTING ST( STA. 1 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 25+20 380 375 EXISTING 370 BY I DATE I APPR 355 350 345 340 335 \ IP 23 NORTH, RANGE 05 EAST, W.M. WATER MAIN(6) POTHOLE AND LOCATION OF NO NOTIFY CONSTRUCTION. R STD. PLAN / ry93C'S6 .y. 2 KEY PLAN NTS KEY ETO DEPTH TO APP. IE BOT UTILITY CIA DEPTH TO APP. IE VERT. U TU ry TOP UTIL BOT UTIL CLEARANCE 101 WATER 12" 50° 1 349.11 1 STORM 1 8" 1 71" 1 347.82 1 0.75' REFER TO SHEET C6.30 & C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET C6.02 AND C6.10 FOR SEWER AND WATER NOTES LEGEND PROPERTY LINE/ RIGHT OF WAY LINE CENTERUNE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB • WATER N GATE VALVE CONCRETE THRUST BLOCK w HYDRANT f MECHANICAL JOINT / CAP PSFIRE LINE BLOW OFF A PIV • FDC S-417809 W-417809 R-417885 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Q� oy NA,ayvFc�d �4°M1� fro N DEVELOPMENT ENGINEERING WASTEWATER UTILITY 0 0lcpff msippo 04/07/2022 O JStawell 04/04/2022 O 1 inch = 20 fE HORZ 49 I6015th Avenue, Suite 1600 0 25 5 10 osa.Rd'L'isreR�`{4� Seattle, WA 98101 93fONAL ' 26.622.5822 WATER UTILITY 1 Inch =slit. VERT 3/11/2022 w .kpff.cam agatour 04/07/2022 M". AS NOTED RIZ"`"""°'°"'^°°' CITY OF SOLERA RRI FENTON 2842 NE SUNSET BLVD RENTON, WA 98056 �� DnruM Planning/Building/Public Woks Dept. WATER AND SEWERmC6.14 "` ° NE 11TH STREET PLAN AND PROFILE 85 a3 00 7 O V = LU " H r LL.I SO . 0 o U) _ + 0000 a I T � N I • a + X �� I AAAA SEE SHEET C-6.13 FOR CONTINUATION W N n N I 365 360 355 350 345 340 335 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. T PL HE,= 3 `� _-- i qS�TA 33+1727, 1.52 T STING 16" Cl a'1 NC ' asa- _ _ _ 2 4 BFNCE HYDR T ASSEMB Y' / EXISTING 8" Cl TR _ - - - - - - _ _ G �\ (435 ZONE) WM (565 ZONE) 1 - 12' ' TEE FLxFL -:`6 LF 12" DI WM ti TA. 30+32.21, 2d 4' RT �0p�16 �4 Tx�A,1 19LF 12" DI WM 2 LF 8" DI WM i 63 LF 1 ' DI WM HARRINGT 6 K Nt�"� 4'la 6" AA VALVE (FL 1J) 46 LF 12"/DI h so SO So so so Sro o 'jE - B c, s s f O 12° MJ) ADAP R (1) CONCRETE BLOC G 31+DO 32+00 33+00 °y 34+00 N Irse'e zs alQN RF R_I�TF I(IfKING__� 1 w w w w wr�-w w� _ v INGJON -PLACE N w � �y 1 REMOVE EXISTING HYDRANT"�o AFTER MAIN HAS BEEN STA. 33+61.41' RT \� STA. 32+18.97, 1.76' RT ABANDONED BY CITY CREWS. 22.5* .5' B D STA. 31+14.93, 2.02' RT (1) 12"x2" TAPPED TEE (MJxFL) REMOVE VALVE AND VAL " \ o (1) CONCRETE BLOCK 0 ' (1) 12"x2" TAPPED TEE (MJxFL) (1) 2" GATE VALVE BOX FOR HYDRANT V STA. 3333+70 STA. 3.25, 2.19' RT (1) 2" GATE VALVE (1) CONCRETE BLOCKING 11.25' BEND (MJ F HYDRANT ASSEMBLY (1) CONCRETE BLOCKING (1) CONCRETE BLOCKING (FOR FUTURE WATER SERVICE PER COR STD. PLAN 310.0 (FOR FUTURE WATER SERVICE TRANSFER TO EXISTING METERS) \ o \ (1) 12"A" TEE (MJxFL) 6 1 TRANSFER TO EXISTING METERS) CONNECT TO EXISTING WATER MAIN > ✓ o (1) 6" GATE VALVE (FLxMJ) (1) 8"x8" TEE (FLxFL) (1) CONCRETE BLOCKING (3) 8" GATE VALVE (FLxMJ) vi STA. 31+07.65, 2.03' RT (1) 8' DI SPOOL (1) 12" GATE VALVE (FLxFL) (1) 12"x8" REDUCER (MJxMJ) +u` (1) CONCRETE BLOCKING s h CONTRACTOR SHALL POTHOLE AND CONFIRM DEPTH AND LOCATION OF EXISTING UTILITIES AND NOTIFY ENGINEER PRIOR TO CONSTRUCTION CONNECTION PER CDR STD PLAN 300.4. CONNECT TO EXISTING 8° L, WTJ IN NE 12TH STREET L, 8"x8" TEE (FLxFL) STA.33+8T.6T - L. L. EL=350.26 EXISTING GRADE AT OF ROAD 'I. 'I. ',. I,. 6.,. LF 12" DI WMM 9 LF 12" DI WM PROVIDE. ETHAFOAM BLOCKING FOR LESS THAN 1 1 ------------ --- i ',. '.. -SEP - 12 LF 12" DI WM - ----. 63 LF ----. -_-_-. 12" DI WM ----. ----. ----. 120 DI WM --- 'a ----. --_-__ --- 209 IF STA. 33+62.5 ryry 26 LF 12" DI WM 12"x6" (FLxFL) EL=349.55 rl 2 LF 8° B STA. 33+17 27 22.5' BEND (MJ) DI WM 1 OUR ----.. -------------- --_-_- -_-_-_ ---.--.EL=34858 T CONCRETE BLOCKING O --. ----. --_- 12" GATE VALVE (FLxFL) ELA349.984.07 STA. 31+07.65 PROVIDE ETHAFOAM BLOCKING 3 12"x8" MJxMJ 12"x12° (FLxFL) EL-344.83 FOR LESS THAN 1.5' UTIL SEP REDUCER STA. 30+10.63 12"x6" (MJxFL).__ EL=334.25 STA. 30+30.60 STA. 30+43.25 2 --PROVIDE ETHAFOAM BLOCKING ----- ---- ---- ----- ---- --- - STA. 33+70.45--- TORE 24" ---- SEE SHEET C6.13 EL=344.05 EL-344.11 FOR LESS THAN 1.5' UTIL SEP EL=349.88 WM XING 45' BEND (MJ) LOW POINT 11.25' BEND (MJ) I STA. 33+72.01 (1) CONCRETE BLOCKING '.,. (1) CONCRETE BLOCKING'... EL=346.37 nM O, UO w m IV IV m 'M� o CD p p Zµo x M 29+80 30+00 30+40 30+80 31+20 31+60 KEY TOP UTILITY CIA DEPTH TO TOP UDL APP. IE BOT UTILITY CIA DEPTH TO BOT UDL APP. IE VERT. CLEARANCE Oj STORM 12" 44" 345.08 WATER 6" 50" 344.08 0.50' Q2 STORM 8" 70" 345.88 WATER 12" 76" 344.38 0.50' Q3 WATER 1 12"1 61° 1 347.46 1 STORM 1 8" 67" 346.29 0.50' Call 811 • two business days before you dlg N0. 32+DO 32+40 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION 32+80 BY I DATE I APPR KEY PLAN �� NTS REFER TO SHEET C6.30 & C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET C6.02 AND C6.10 FOR SEWER AND WATER NOTES NOTES 1. THE NEW 12" WATER MAIN SHALL BE INSTALLED, TESTED AND ACCEPTED AND THE EXISTING SERVICES ALONG HARRINGTON PLACE NE SHALL BE TRANSFERRED TO THE NEW 12" WATER MAIN PRIOR TO ABANDONMENT OF THE EXISTING 8° WATER MAIN. 2. THE CONTRACTOR SHALL COORDINATE THE TRANSFER OF EXISTING WATER SERVICES TO THE NEW 12" WATER MAIN WITH CITY WATER CREWS UPON ACCEPTANCE OF THE NEW 12' WATER MAIN. SERVICE TRANSFER WILL BE DONE BY CITY WATER CREWS AFTER THE NEW 12" WATER MAIN IS ACCEPTED AND OPERATIONAL. 3. THE EXISTING FIRE HYDRANT SHALL REMAIN IN OPERATION UNTIL THE NEW 120 WATER MAIN AND FIRE HYDRANT ARE ACCEPTED AND OPERATIONAL. THE EXISTING FIRE HYDRANT, HYDRANT VALVE, AND VALVE BOX SHALL BE REMOVED AFTER ABANDONMENT OF THE EXISTING 8" WATER MAIN. THE REMOVED FIRE HYDRANT SHALL BE SALVAGED TO THE CITY WATER SHOPS. THE GROUND WHERE THE HYDRANT IS REMOVED, SIDEWALK, CURB, AND ROADWAY SHALL BE RESTORED TO MATCH EXISTING CONDITIONS. LEGEND PROPERTY LINE/ RIGHT OF WAY LINE CENTERLINE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB • WATER N GATE VALVE CONCRETE THRUST BLOCK Y HYDRANT r MECHANICAL JOINT / CAP FsFIRE LINE BLOW OFF �f PIV 33+20 33+60 34+00 . FDC 5-A 17810 Y 6. `;� oe "ANniFEd i4°M1� ' 0 10 20 ao 1 Bch = 20 f. HORZ 1601 5th Avenue, Suite 1600 �d'Cpff 0 25 5 10 o�RACxSTBR�`{Q� Seattle, WA 98101 93(ONAL W6f 3N.633.5822 1 inch = 5 ft. VERT 3/11/2022 w .kpff.cnm M" AS NOTED °' � `^ °'�CITY OF % FENTON �� DATUM Planning/Building/Public Works Dept. 365 360 355 350 345 340 335 CD Ld W-417810 R-417886 IN COMPLIANCE WITH CITY OF RENTON STANDARDS lsippo 04/07/2022 N% WATER UTILITY 4p Igafour 04/07/2022 SOLERA 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 WATER AND SEWERC6.15 H NRRINGTON PL NE PLAN AND PROFILE 86 43 A to O co O O O O N Q J LM M M 0 O O 00 a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION INNIN.W D 3" DOMESTIC WATER SERVICE. v ,° 4 4 MIXED -USE BUILDING A C618 PER CDR STD. PLAN 320.4 AND 3" COMMERCIAL WATER D 360.5. DCVA BACKFLOW SERVICE PER COR STD. PLAN C6.18 O LOCATED WITHIN MECHANICAL 320.4 AND 360.5. RPBA ✓` ROOM, SEE MEP FOR DET BACKFLOW LOCATED WITHIN MECHANICAL ROOM, SEE MEP LU HYDRANT MEC ANIC_ FOR DETAILS A FDC 6" FIRE OOM ° E ° ®, WATER ER E Q4 • •tee '—f- 4 LU If If O • • �/ ° 4 44 'c cvEtD /s� EXISIING 10" CI -IE aD �so WM (565 ZONE) w 3. ow, r �i ss p0 CUT IN VAL BY CITY F RCES) STA. 81+31.31, 34.50' LT A'° SGy w ms '(1) 1ONE" TEE (MJxFL) (1) GATE VALVE (FLxMJ) ,os `rFj. s h 1) CONCRETE BLOCKING 0 2-10" SLEEVES (NU) �o �O o o rA o CUT -IN VALVES ((BY CITY F FN mz h g O1 STA. 81+50.84, 34.50' LT N s a o a s FIRE HYDRANT ASSEMBLY o -� 8 ° "7 h i z so PER CDR STD. PLAN 310.1 (1) IONA" TEE (FLxFL) (1) 6" GATE VALVE (FLxMJ) CIF „}+ ss CIE (1) 10" GATE VALVE (FLxMJ) E9 (1) 10" (FLxMJ) ADAPTER (1) CONCRETE BLOCKING 2-10" SLEEVES (IOU) CONDI ,V CINV CUT -IN 12" DI CONCF OF APPROVAL. 2-10" D 9E LOCATED MAY FROM VING TO REDUCE CONFILICTS WITH a t • Call 811 • two business days o before you dig c NO. '2 KIRKLAND ACE NE CUT -IN VALVES (BY CITY FARCES) STA. 81+97.49, 34.50' LT 1 -- (1) 10"O'TEE (FLxFL) (1) r4CATE VALVE (FLxMJ)..I (1) 10" GATE VALVE (FLxMJ) (1) 10" (FLxMJ) ADAPTER (1) CONCRETE BLOCKING 2 10 `SLEEVES ES (BY CITY F RCES) 2¢50' LT _n{ QALV1<�FLxMJ) 6APTER VALVE (MJ) DOL ,BLOCKING ^ / :EVES (MJ) CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL CNIL CONSTRUCTION PERMIT RMUBMITTAL CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. (°. ,soIo) 0 0 20 40 1 Inch = 20 fL HORZ 0 2.5 5 10 inch = 5 ft. VERT AS NOTED °" NNO IM °°' DATUM AT R�u IF HIC ONE INCH KEY PLAN y�� NTS REFER TO SHEET C6.30 k C6.31 FOR CITY OF RENTON SEWER AND WATER NOTES REFER TO SHEET 06.02 AND 06.10 FOR SEWER AND WATER NOTES lcpff 16015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5811 www.kpff.cam AV%L 1[=CITY OF ' FENTON viav Planning/Building/Public Works Dept. LEGEND IIIIIIIf If If 4IIIIIf PROPERTY LINE/ RIGHT OF WAY LINE CENTERLINE SANITARY SEWER ® SANITARY SEWER MANHOLE FLOW DIRECTION ARROW SEWER STUB • WATER N GATE VALVE CONCRETE THRUST BLOCK Y HYDRANT L MECHANICAL JOINT / CAP PsFIRE LINE BLOW OFF PIV • FDC S-417811 W-417811 R-417887 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING O msippo 04/07/2022 WATER UTILITY "R agafour 04/07/2022 ' SOLERA 2842 NE SUNSET BLVD °°®°"' RENTON, WA 98056 WATER AND SEWERC6.16 KIRKLAND AVE NE PLAN 87 14, Z LO O co O O O O N Q If J M M M O O O 00 a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 T Q Q W J 0 U) 00 IN".. NET IFIIIN N a 7 a 00 N n N a 0 Q i NEW HYDRANT U v / DtX1NT - 77 C REMOVE � EXISTING TINE P P�-P PP " P P--SD SD S i"Vi`T "3 SD SD SD \,-<> / w w w I / w [ w H.— EXISTING 12" DI WM / STA. 4+30.49, 17.90S IT (565 ZONE) FIRE HYDRANT ASSEMBLY j PER CDR STD PLAN 310.1 i/ (1) 12"x6" TEE (MJI / (1) 6" GATE VALVE (FLxMJ) i (1) CONCRETE BLOCKING NE SUNSET BOULEVARD (SR 900) FIRE HYDRANT DETAIL LEGEND PROPERTY LINE g — - - — RIGHT OF WAY LINE CENTERLINE SANITARY SEWER ® SANITARY SEWER MANHOLE N FLOW DIRECTION ARROW [ SEWER STUB t CIVIL CONSTRUCTION PERMIT 'I 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL Call 811 3 CNIL CONSTRUCTION PERMIT RMUBMITTAL • business days before you dlg NO. REVISION c P CPOVHYDRANT '7 P E EXIS G 6" LINE AND TEE. PRO E NEW 12" CAP P W TEE _ — — — — — 100 o o„„ o o„" i(S NEW FIRE HYDRANT ASSEMBLY PER COR PROTECT STD PLAN 310.1 EXISTING LINE 10 LF 6" WATER MAIN STA. 8+80.07, 21.25' LT EXISTING 12" DI WM PROTECT EXISTING 12" GATE (565 ZONE) VALVE AND FITTING NE SUNSET BOULEVARD (SR 900) NIIIIIIIII w WATER N GATE VALVE CONCRETE THRUST BLOCK HYDRANT [ MECHANICAL JOINT / CAP FIRE LINE —fs— BLOW OFF sD STORM LINE BY I DATE I APPR gi:»-usm,���»r_n� I"-5' P `STA. 8+80.07, 28 72' LT ' LT- . 6" CONNECTION TO EXISTING MAIN (1) 12"x6" TEE (FLxMJ) (1) 6" GATE VALVE (FLxMJ) (1) CONCRETE BLOCKING 'QR�e4 N�I. gay 36015th Avenue, Suite 1600 0 2.5 5 10 °�RdCISTeR�`{0� Seattle, WA 98101 93tONAL W6c, 306.622.5811 1 inch = 5 feet 3/11/2022 www.kpff.cam M,. FOOD III AS NOTED a4`"°"`'�'L. "'°'°"n°°' CITY OF ' RENTON LL DATUM IF NET ONE INCH SOMEcaw,w Planning/Building/Public Works Dept. S-417812 W-417812 R-417888 IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/07/2022msippo 04/07/2022 `%l WATER UTILITY agafour 04/07/2022 CITE SOLERA 2842 NE SUNSET BLVD HEI, RENTON, WA 98056 DINANING NO C6.17 ENLARGED WATER PLANS s"' 88 43 Z O M O O 0 0 N Q J CM M M O O O ao .11 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I Q W F— LU J O Tn 00 NET INNH. N I X F- 00 n N I NE JEFFERSON AVENUE / SEE SHEET C6.10-\ .yeti /—SEE SHEET C6.10 DEADMAN BLOCK, SEE DETAIL 20/C6.35 i I I I I I I I n I A p, O O DEADMAN BLOCK, ; SEE DETAIL 20/06.35 0 D D 0 DEADMAN BLOCK, DEADMAN BLOCK, SEE DETAIL 205 i i SEE DETAIL 20/06.35 0 LEGEND PROPERTY UNE - - — RIGHT OF WAY UNE CENTERLINE SS SANITARY SEWER © SANITARY SEWER MANHOLE A* FLOW DIRECTION ARROW [ SEWER STUB � I o D yl 4" POINT OF CONNECTION, SEE SHEET C6.10 MECHANICAL ROOM VAULT DETAIL C 1'=5' C6.01 w WATER N GATE VALVE CONCRETE THRUST BLOCK HYDRANT [ MECHANICAL JOINT / CAP —rs— FIRE UNE -40 BLOW OFF STORM UNE 2 Call 811 two business day $ Flubefore you dlg N0. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AF REVISION BY I DATE I APPR VAULT = 5' AIL lcpff 36015th Avenue, Suite 1600 0 2.5 5 10 0� dCIgpBR'N"`�Q: Seattle, WA 98101 93tONAL ' 306.6II.6622 1 inch = 5 feet 3/11/2022 www.kpffI M,. AS NOTED HAND III aa,,,w HAD A00IIII6CITY OF ' FENTON viav �� DATUM Planning/Building/Public Works Dept. IF NOT ONE INCH � caw,w 01 S-417813 W-417813 R-417889 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IEVELOPMENT ENGINEERING O msippo 04/07/2022 WATER UTILITY agafour 04/07/2022 01, SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 �C6.18 ENLARGED WATER PLANS se 4s 0 N O 1- 0 O N Z LO O M 0 O 0 0 N Q J NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Hit I Q 0 LU H Q W J O W O NET T INNH� N I i■ a W N T ri N cL CITY OF RENTON WATER UTILITY NOTES AND SPECIFICATIONS 1. ALL WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON 18. PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE LIMITED TO 8:30 AM TO 3:30 PM ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT AT (425) 430-7301. THE POLICE DEPARTMENT, FIRE DEPARTMENT, AND 911 SHALL BE NOTIFIED 24 HOURS IN ADVANCE OF ANY WORK IN THE RIGHT OF WAY. 3. 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. FOR UTILITY LOCATES CALL 48-HOUR LOCATORS 800-424-5555. 4. AN APPROVED TRAFFIC CONTROL PLAN IS REQUIRED TO BE SUBMITTED AT THE PRE -CONSTRUCTION MEETING. 5. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/ 1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 6. ALL WATERMAIN PIPE IS TO BE CEMENT LINED DUCTILE IRON PIPE CONFORMING TO AWWA C110 AND C111 OR LATEST REVISION, THICKNESS CLASS 52. CEMENT MORTAR LINING AND SEAL COATING SHALL CONFORM TO AWWA C104 OR LATEST REVISION. PIPE JOINTS TO BE PUSH -ON OR MECHANICAL JOINT. BEDDING TO BE CLASS C. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE POLYETHYLENE WRAPPED PER ANSI/ AWWA C105/ A21.5-93 STANDARDS. 7. CAST IRON AND DUCTILE IRON FITTINGS SHALL BE CEMENT LINED, PRESSURE RATED AS NOTED ON PLANS, AND IN ACCORDANCE WITH ANSI/ AWWA C110/ A21.10-87. CEMENT LINING SHALL BE IN ACCORDANCE WITH ANSI/ AWWA C104/ 421/ 4-90. IF FITTINGS ARE 3 TO 12 INCHES IN DIAMETER AND HAVE MECHANICAL JOINTS, THE FITTINGS SHALL IN ACCORDANCE WITH EITHER ANSI/ AWWA C110- A21.10-87 OR ANSI/ AWWA C153/ A21.53-94. THREE ( 3) INCH TO 12 INCH DIAMETER FITTINGS, WHICH HAVE MECHANICAL JOINTS AND/ OR FLANGED JOINTS, SHALL BE IN ACCORDANCE WITH ANSI/ AWWA C110/ A21.10.87 OR A COMBINATION OF ANSI/ AWWA C110/ A21.10.87 AND ANSI/ AWWA C153/ A21.53-94 SUCH THAT THE PORTION OF THE FITTING WITH A MECHANICAL JOINT(S) MAY BE WITH ANSI/ AWWA C153/ A21.53-94 AND THAT PORTION OF THE FITTING WITH FLANGED JOINT(S) SHALL BE IN ACCORDANCE WITH AWWA C110/ A21.10-87. ACCEPTANCE TESTING IN ACCORDANCE WITH SECTION 53.53 OF ANSI/ AWWA SECTION 10-4.3 OF ANSI/ AWWA C110/ A21.10-87 SHALL BE OBTAINED BY THE CONTRACTOR AND TRANSMITTED TO THE OWNER. 8. GATE VALVES SHALL BE IRON BODY BRONZED -MOUNTED DOUBLE DISC WITH BRONZE WEDGING DEVICE AND O-RING STUFFING BOX (AWWA C500) OR OF RESILIENT SEATED TYPE (AWWA C509). UTILITY SPECIFICATIONS VALVES SHALL BE DESIGNED FOR A MINIMUM WATER OPERATING PRESSURE OF 200 PSI. GATE VALVES SHALL BE CLOW LIST 14, MUELLER COMPANY NO. A2380 OR M & H. 9. FIRE HYDRANTS SHALL BE COREY TYPE (OPENING WITH THE PRESSURE) OR COMPRESSION TYPE (OPENING AGAINST PRESSURE) CONFORMING TO AWWA C-502-85 WITH A 6 INCH MECHANICAL JOINT INLET AND A MAIN VALVE OPENING (M.V.O.) OF 5-1/ 4 INCH, TWO 2-1/ 2 INCH HOSE NOZZLES WITH NATIONAL STANDARD THREADS 7-1/ 2 THREADS PER INCH AND ONE 4 INCH PUMPER NOZZLE WITH THE NEW SEATTLE PATTERN 6 THREADS PER INCH, 60 DEGREES V. THREADS: OUTSIDE DIAMETER OF MALE THREAD 4.875 AND ROOT DIAMETER 4.6263. HYDRANTS SHALL HAVE A 1-1/ 4 INCH PENTAGON OPERATING NUT OPENED BY TURNING COUNTER CLOCKIMSE (LEFT). 10. THE TWO 2-1/ 2 INCH HOSE NOZZLES SHALL BE FITTED WITH CAST IRON THREADED CAPS WITH OPERATING NUT OF THE SAME DESIGN AND PROPORTIONS AS THE HYDRANT STEM NUT. CAPS SHALL BE FITTED WITH SUITABLE NEOPRENE GASKETS FOR POSITIVE WATER TIGHTNESS UNDER TEST PRESSURES. 11. THE 4 INCH PUMPER NOZZLE SHALL BE FITTED WITH A STORZ ADAPTER, 4 INCH SEATTLE THREAD X 5 INCH STORZ. STORZ ADAPTER SHALL BE FORGED AND/ OR EXTRUDED 6061-T6 ALUMINUM ALLOY, HARDCOAT ANODIZED. THREADED END PORTION SHALL HAVE NO LUGS AND TWO SET SCREWS 180 DEGREES APART. STORZ FACE TO BE METAL, NO GASKET TO WEATHER. STORZ CAP TO HAVE SYNTHETIC MOLDED RUBBER GASKET, AND SHALL BE ATTACHED TO HYDRANT ADAPTER WITH 1/ 8 INCH, COATED, STAINLESS STEEL, AIRCRAFT CABLE. 12. FIRE HYDRANTS SHALL BE PAINTED WITH TWO COATS OF PAINT. PRESERVATIVE PAINT NUMBER 43-655 SAFETY YELLOW OR APPROVED EQUAL. ALL WATERMAINS AND SERVICES SHALL BE PRESSURE TESTED TO A MINIMUM OF 200 PSI OR 150 PSI OVER OPERATING PRESSURE, IN ACCORDANCE IWTH THE SPECHFICATONS OF THE CITY OF RENTON AND THE WASHINGTON STATE HEALTH DEPARTMENT. ALL PRESSURE TESTING SHALL BE DONE IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY OF RENTON. THE QUANTITY OF WATER LOST FROM THE MAIN SHALL NOT EXCEED THE NUMBER OF GALLONS PER HOUR AS LISTED IN CITY OF RENTON UTILITY SPECIFICATIONS STANDARD PLANS & SPECIFICATIONS 7-11.3(11). THE LOSS IN PRESSURE SHALL NOT EXCEED 5 PSI DURING THE 2 HOUR TEST PERIOD. 19. ALL WATERMAINS AND SERVICES SHALL BE DISINFECTED BY THE INJECTION OF A 50 PPM (MINIMUM CONCENTRATION) CHLORINE/ WATER SOLUTION. DRY CALCIUM HYPOCHLORITE SHALL NOT BE PLACED IN THE PIPE AS LAID. CHLORINE SHALL BE METERED/ INJECTED IN ACCORDANCE WITH SECTION 7-11.3(12)E OR 7-11.3(12)F OF THE STANDARD SPECIFICATIONS REFERENCED ABOVE. 20. A PRE -CONSTRUCTION CONFERENCE IS REQUIRED PRIOR TO ANY CONSTRUCTION. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. 21. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. 22. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS PRIOR TO STARTING CONSTRUCTION. 23. INSTALLATION OF CORPORATE STOPS, WATER SERVICES, LINES AND METERS SHALL NOT BE DONE UNTIL ALL SERVICE AGREEMENTS, METER APPLICATIONS, CONSTRUCTION PERMITS, AND PAYMENT OF FEES HAVE BEEN MADE TO THE CITY OF RENTON. 24. ALL CONNECTION TO EXISTING MAINS IS TO BE ACCOMPLISHED BY THE CITY OF RENTON, EXCEPT WET TAPS, WHICH MAY BE MADE BY APPROVED WET TAP CONTRACTORS WITH PRIOR APPROVAL FROM THE PUBLIC WORKS DEPARTMENT. ALL NECESSARY EXCAVATION AND MATERIALS ARE TO BE SUPPLIED BY THE CONTRACTOR AND BE ON -SITE PRIOR TO CITY NOTIFICATIONS. 25. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO NOTIFY DEVELOPMENT SERVICES TWENTY FOUR (24) HOURS IN ADVANCE OF BACKFIWNG ALL CONSTRUCTION. THE CONTRACTOR, AS WELL AS THE ENGINEERS, SHALL KEEP AS -BUILT DRAWINGS. 26. CONTRACTOR TO PROVIDE PLUGS AND TEMPORARY BLOW -OFF ASSEMBLIES FOR TESTING AND PURITY ACCEPTANCE PRIOR TO FINAL TIE-IN. 27. ALL JOINT RESTRAINT SYSTEMS (SHACKLE RODS, NUTS, BOLTS, ETC.) SHALL BE AS MANUFACTURED BY THE STAR MANUFACTURING COMPANY OF COLUMBUS OHIO, OR EQUAL, APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. 28. ASPHALT AND CONCRETE STREET PAVING SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO (2)INCHES. OIL MAT STREETS MAY BE SPADE CUT. ALL SURFACE CONCRETE, PAVEMENT, SIDEWALKS, CURB, GUTTERS, AND DRIVEWAY APPROACHES SHALL BE SAWCUT TO A MINIMUM DEPTH OF TWO ( 2) INCHES OR REMOVED TO AN EXISTING EXPANSION JOINT. 29. A TEMPORARY COLD MIX ASPHALT PATCH SHALL BE PLACED ON THE DAY OF INITIAL EXCAVATION WITH A PERMANENT, SEALED PATCH TO BE PLACED, TO CITY OF RENTON POLICY, WITHIN 10 DAYS. CALL FOR SUBGRADE INSPECTION PRIOR TO PLACEMENT OF FINAL PATCH. r 30. FOR CITY PROJECTS SUCH AS TELEMETRY CONDUIT, THE PVC PIPE USED SHALL BE ALL CHEMICAL PROCESS LINES SHALL BE SCHEDULE 80 PVC PIPE. SCHEDULE 40 IN UNIMPROVED AREAS AND SCHEDULE 80 PVC PIPE UNDER IMPROVED AREAS. g 13. PUMPER CONNECTION TO FACE ROADWAY ASSEMBLY. 14. FIRE HYDRANTS SHALL BE INSTALLED PER CITY OF RENTON STANDARD DETAIL FOR FIRE HYDRANTS, LATEST REVISION. 15. ALL WATERMAINS 10 INCHES AND SMALLER TO MAINTAIN A MINIMUM COVER OF 36 INCHES BELOW FINISH GRADE. ALL WATERMAIN 12 INCHES AND LARGER SHALL BE AT A MINIMUM OF 48 INCHES BELOW FINISH GRADE. WHERE UTILITY CONFLICTS OCCUR, WATERMAINS ARE TO BE LOWERED TO CLEAR. g 16. ALL WATERMAINS 6 INCHES AND LARGER IN DIAMETER SHALL BE CLEANED WITH PIPE CLEANING PIGS" PRIOR TO - DISINFECTION. THE "POLY PIGS" SHALL BE GIRARD INDUSTRIES AQUA SWAB -AS OR APPROVED EQUAL, 2 LB/ CU. FT. DENSITY FOAM IWTH 90A DUROMETER URETHANE RUBBER COATING ON THE REAR OF RIG'ONLY. 17. 'PIGS° SHALL BE CYLINDER SHAPED WITH BULLET NOSE OR SQUARE END. THE CONTRACTOR WILL PERFORM THE CLEANING OPERATION. a 1 CIVIL CONSTRUCTION PERMIT --JOIN 03/12/211 JSF 'I 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 09/03/211 JSF 3 Call 811 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Tip 12/14/21 JSF • f business d ssd ays Bbefore beyou dlg c N0. REVISION BY DATE APPR AS NOTED RIZCN'�L. HAD I'°°n°°, DATUM IF NOT ONE INCH lcpff 36015th Avenue, Suite 1600 Seattle, WA 98101 206.622.5611 www.kpff.com = CITY OF ' FENTON viav Planning/Building/Public Works Dept. S-417814 W-417814 R-417890 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 WATER UTILITY NOTES AND SPECIFICATIONS 141 OWNING NO C6.30 0 1 943 O N O O O , N Z O M O O 0 0 N Q J LM M M O O O I _W NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DO Hit I C) Q W f— MQ LL LU J 0 v! 00 NET INNH. N I WATERPUNGENERALk0MS SfaMaMPYn IRc3Tb 1. ALL WORK AND M nMALLSHALL BE IN ACCORDANCE WUHTHE UTEn EDMN OFTHECNYOFREWON PUBLIC WORMS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSOOT/ APWA STANDARD SPECIFICATIONS, LATEST ROTOR AS AMENDED BY THE CFO OF RENTON. ASUOFCJIV APPROVED PUNSSHALLBE KEPTATTHEIOB 511E WHENEYERCdISIRUCIMN ISINPROMESS. APRE{ONSIRUCTION CONFERENCE SHALL BE HELD PRIOR TO ME STARTOF MO UU1 .ME CORIWYTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO MO UCIICN. 2. ALL EXISTING UTIUNES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNIFSSOTHERW6E NOTED. THECONIMCTOR SHALL CALL I -BC 5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3. ALL MATERIALS USED TOR ME CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND 'CATALOG CUTS' FOR ALL MATERIALS SHALL BE APPROVED IN Min AGE BY ME CITY OF REMAN PRgR TO BRINGING ANY MATERIALS ON SITE. 4, ALL WATER MAIN PIPE MHTERMLS SHALL BE OEM ENT LINED DUCTILE IRON PIPE THICKNESS CUSS 52 PER AWWA C 151 AND 304. PIPE JOINTS SHALL BE PUSHONOR MECHAN HALL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SIULL BE CLASS 250 AS PER ANSI/AAHM C110/421.10d2. ALL DUI IRON PIPE AND FITNNGS SHALL BE WRAPPED WITH &MIL BLACK, TUBE -TOPE, POLYETHYLENE PIASTIC PER A W W A CHIS STANDARDS. 5. MINIMUM COVER FROM TOP OF WATER PAN N$ TO FINISHED GRADE SHALL BE 36INCHE5 FOR PIPE DAMETER OF 361NCH OR IF.SES AND411 INCHES FOR PIPE DIAMETEROF IT INCH AND URGER. MAXIMUM COVER MRALLWATER MUNSSNALLBECOINCHES ANY DEVOTIONS MUST BE APPROVED BY THE CRY OF RENTON PRIOR TOCONSTRUCTION. WXERE MUIYCbINCI$OCCUX, TIE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFUCTUND TO FROMOE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONELIHI PIPE MANUFACTURER'SSPECIFICAPON PORSUEOF PIPE USED. ALLTRENCH RAIXFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENS" AS OflERMINEO BY ME MODIFIED PR0.TOR TEST METHOD (ADD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS AND 85 PERCENT KIND IN UNPAVED AREAS. ALL PIPE ZONE COMPACTIONSHAILBE55 MDD. S. CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALUMAND POURED IN PUCE INACCOROANCE WITX CmOF RENTON STANDARD DETAILS AND SPEUFENUMONS AND SHALL BE INSTALLEDATALLVER LMDHOR20MNBENMF"MS AND BAREOF HYOMMS. MEGA LUGS TOR SIMILAR PRODUCT) MAYBE REQUIRED MAU MECHANK'AL JOIN6 IN MOTION TO CONCRETE BLOCKING. 7. ALL NEW WATER MAIN PIPES AND MORRIS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FUSHEO, DISINFERED,ANDTESIET CLEANING, PRESSURE AND PURIFY TESTING SHALL BE DONE IN ME PRESENCE OF AND UNDER ME SUPEWISIONOFACMOFREMONUIILNYINSPER R. THE CONFRARORSHALLSUPPLY, INSEALLANO REMOVEFLUGS, CORPoRAPON STOPS,BLOW-0FF ASSEMBUES, AND THRUST RE TRAIM/BLOCKING FOR TESTING AND PUMIYACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN ME NEW MAIN OR BETWEENTHE NEW WET -TAP VALVEMAREMSONG MAIN UNTIL THENEWPIPING HAS BEEN HONEST! -PIGGED, DISINFECTED, FLUSHED,ANDPASSEDBOTHPRE6 MMDPURRYTESTING. 8. NEW WATER MAINS INCLUDING SERVICE UTERALSSHALLBETESTED ATASTATIC PR6WRECF ISO PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WNH AMAXIMUM OF 5 PSI PRESSURE DROP DURING TIE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURETEST, TIE UNESHAMBE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BETAKEN FOR PURITY TESTING ROME PUBLIC WORKS INSPECTOR. 9. TIE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE CEPARTMENRAT INST 30 WORKING DAYS PRIOR TO MEANING CONNECTIONS TOME EXISTING WATER SYSTEM. ME CONTIIAROR SHALL INFOSE ME EXIMNG WATER MAIN AND FTTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR TNEFINALCONNECTION. WE CONTRACTOR SHALL EXCAVATE, REMOVE ALLSURFACE MATERORAND PROVIDESHOVINGAND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TOME EXISTING WATER STEM. ME CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPETE SURFACE RESTCPATION. PUBLIC VISI'0. PLAN - 300.0 DEPARTMEAT WATER FLAN GENERAL NOTES MAHCx zD10 TESTING CONNECTION E LNG WA RMAIN POI STATION PER STD PUN M6 (I)WnI LCROSS(MMFO (1) BLIND FLANG E ON TOP MEN 2- TAP AN 0 2- PLUG (I) BLIND NG 2 WIPLUG OMIQWTH - TAP AN IF OMY BLOWAFFASSEMBLY ® ffH IEMTFOMEYTHRUST BLOCKING �B ��� ��/ O NEW DI WATER MAIN TEMPORARYBLOCKING CONNECTIONTO EXISTING MNH (BY CITY FORCES) pITEE 1FLLFLl 12) DI SPQD6 I2150NO SIEEVESIMI'0 R COUPUNGADHPTFRS IROMACSm OR FQUALI (3) GATE VALVES(FLMV) PI PLUG(MU Win 2' TAP AND TEMPORARY 8U)V FASSEMBLY BOTH. f f H CONCRETE TH RUST BLOCKING PER M PLAN 330.1 FINALCONNEC ION UPON COMPLETION OF POLYPMGING, HYDROSTATIC TESTING, AND DISIN FERMN, REMOVE TEMPORARY THRUST BLOCKING ANO TEMPORARY BLOWdFFASSEMBUES FINAL CONNECTION (HE CRY FORCES) ® p)DISPOOS p)DISIEEVE(MI) O NEW OI WATER MAIN vux.3m.3 gj Puauc woalcs CONNECTION TO WATER MAIN ®STD. It DEPAUMEW CUT -IN TEE AND THREE VALVES CITY OF RENTON WATER PLAN GENERAL NOTE Si11 CONNECTION TO WATER MAIN CUT IN —LINE TEE & 3 VALVES NTS - - v FOR BUILDING WALL SERVICE / �\ TO BUILDING !MMUER 1'TO S' F�WRED 0 d h I-' 3 �. G Q NOTES: H' 1. THE DCVA MUST BE NOTED ON ME LATEST VERSION OF 'M FWW ASSEMBLIES APPROVED FOR INSTALLATION IN WASHINGTON 9' STATE', PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENT OF HEAUM t3 2. THE DNA MUST BE TESTED BYAWMHINGFON STATE CMIIFIED BAO510W ASSEMBLYTESIER UPON INSTALLATION AND ANNIMLLY THEREARER. ASSEMBLY TO BE MNNTNNED BY PROPERTY OMER ACOPY OF ME TEST REPORT SMALL BE SENTM THE aw OF KENTON WATER UTLItY CR0E5 CONNECTION CONTROL SPECWJST, FAR 42H36TGl, EIMIL MHMTE@RENMNWAGOV. 3. TEE AND GATE VALVE REQUIRED ON MMN. Ce A. PROTECT AGAINST FREEZING OR DMMGE. USE HEAT -TAPE IF AREA IS SURER TO FREEZING. S. DNA INSTALLATIONS THAT DIFFER FROM TIE FORWARD PUN MUSTBE APPROVED BY ME CITY OF RENTON WATER URIMAND WILL BE REVIEWED ON A CAS&BYLSE BASIS TO ENSURE THEY MEET CURRENT MINIMUM REQUIREMENTS MR INSTALLATION AND FREEZE PROTECTION. g 6. EACH VALVE SHALL BE MARKED WON MODEL NUMBER AND DESIGNATION OF R6WENTSUT, SUCH AS-WOR"IN, WHICH MUST BE CAST, MOLDED, OR AFFIXED ONTO ME Wm OR WNNU OF THE VALVE. ALL FERRWFBOpLU VALVE3SHALL BE CWTED BIRTH A MINIMUM OF MI6 DONE W EQUIVALENT MLYMERUD COATING. / 7. INTERIOR WATER APPURTENANCES MUST CONFIRM TO UPC REQUIREMENTS. MATERIALS ODOUBLE CHECK UNE-SIZED WASHINGTON STATEAPPROVEDDWA,INCLUD6 TWO (2) RESMEMiEATED SHUT4KF VALVES VALW=EMBLY AND MR(4) RESILIEM3UTEDIFST{oOS, BRASS PLUGS INSTAIIED ON TFn-COCKS O0 PMESUPWRT ADJUSTABLE PIPE SEDDIESUPPORT. GMNNELL FIG 264 OR EQUAL WITH BAY BOLTED TO FLOOR N OC ADAPTER RESTRAINED FLANGE ADAPTER, EBA4 IRON SERIES 22M MEWFUNGE OR EQUAL O WATER MAIN CUSS 52 M PIPE PEKFLOR FI#U OE BEND EARN BEND (FIAHL OR FLWJ WITH RESRWNEOJOINS) OF PIPE PENEIMTOI SEAL PIPE PENETRATION WITH WATER-TGHT GROUT aO BLOCKING CONCRETE THRUST BLOCKING PER STD PLAN 3311 PUBLIC WORD ;„ TO 10" DCVAOWNED STD. PLAN-350.2 t 1 DEPARTMENT INTERIORINSTALLATION DOMESTIC AND IRRIGATION SERVICES N.A. I CIVIL CONSTRUCTION PERMIT JON 103/12/21 JSr - sl INTERIOR �E�E R♦♦� EEC3 VERNON, AND igm CIVIL CONSTRUCIVIL CTION PERMT RMUBM TTAL UP OZ/104/2 JSF Z� SAS NOTED 1dE "'O 1B8iA1B°' DOUBLE CHECKTJP,MBR VALVE ASSEMBLY INSTALLATIONE INCH N(I'Uca11811 H3A,CEPLwabusinessdays DnruM CIS NTS — before youdlg crc@MNP ox�P NO. REVISION BY DATE APPR A^RIMr PLAN PROFILE MATERIALS O PWGWGP WIN LINE PLUGORCAPWITH NTAPIFIPTI OB PIPE PCLOSE NIPPLE © BEND r9T HUNG BEND IFIPhFIPT O PIPE 2' NNTS OR BRONZE NIPPLE, UNGTN EO FIT 2'GATT VALVE (IT PTVNFB WITH SQUARE OPERATING NUr AND VALVE OPERATING NUT EXTENSION AS O WIFVALVE REQUIRED PER SM PLAN 330.1 OF VALWWXANDLID VALVE BOX AND LID PER SM PUN ARTS CONCRETE DEAD MAN BLOCKING WITH ENFORCE RODS TO CAP, BLOCK SHALL BE POURED AGAINST O BLOCKING UNDISTURBED EARTH, SIZE OF BLOCK TO BE DETERMINED BASED ON TEST PRESSURE OF WATER UNE AND SOMONARARERISTCS nD.vux-3w.x PUBLIC WORKS ® 2" BLOW -OFF ASSEMBLY J.fJ. DEPARTMENT (TEMPORARY) ^.F BB lcpff 16015th Avenue, Suite 1600 Seattle, WA 98101 205.622.M22 wwwApff.com CITY OF ' FENTON Planning/Building/Public Works Dept. S-417815 W-417815 R-417891 IN COMPLIANCE WITH CITY OF RENTON STANDARDS msippo 04/07/2022 %% WATER UTILITY agafour 04/07/2022 EAR SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 WATER AND SEWER DETAILS C6.31 91 143 O N 0 O 1 N A CM M M O O O Do MT LL N1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DO INANE v C) LU I- Q W J O U) 00 IAN Ef­ Nt INNER. N I OD 's O° 4a I_ WIPER 4" �rr MANUFACTURER'S 3 RECOMMENUTON w 3 1- MIN OA p o r 1' i MIH I G 1- Al © MAIN OI �• F •.. H NOTES: 1. FIRE HYDMNTTO BE PMMDWFRITWOCOATSOFSAFETYYELLOW SEEM ACRYIILGLOSS OR DUMFLPNM. 2. MMPERNO FTOFACEROADWAYMMURECTEDBYRRFA. 3. AMINIMUM BE RADIUS UNOBSTRUCTED WORKING AREA SHALL BE PROVIDED AROUND ME OUTSIDE OF THE HYDRANT MRTERRLLS COMPRESSION TYPE HYDRANT(SEE APPROVED IMTFRMLS USTI WITH 6• MI INLET WRH LUGS, 5H' MVO, O HYDRANT lY' PENTAGON OPEMTW Na,,TWO (2)2Y,'HSTHIM NOZZLES, AND 4.875' SST PUMPER NOZZLE FAUIPPEO WITN 5' STOR3 MINISTER AN01/8" SOUTH USE REEL CMUL WITH EXTENSION IF NECESSARY. OB TR MAIN LINE ME WITH 6' FLANGE SIDE ORDERED © VALVE 6"GATEVALVE(FLYN) O VALVE BOX VALVE BOX AND US PER STD PLAN 330.7 OE PIPE CUMSUDI,LENGTNTOM OF JOINT RESTRAINT MECHANIULIOINT RESTRAINT OR(2)3/Y'CORMN PEEL RE RODS FOR DISTRNCES FIVER ONE PIPE LENGTH OG GRAVEL 1WWASHEDMAof MINIMUM V ABOVE BOOT RANGE WITH B-MIL POLYETHYLENE SXEERNG AROUND MR AND N Des CAPE OH CONCRETE BLOCK MINIMUM I6OWPA" CONCRETE BLOCKS UNDER FIRE HYDRAMAND DATE VALVE OI BLOCKING CONCRETE BLOCKING PER PD PUN 330.1 4WW CONCRETE AREAS BLOCK ARGON D FIRE HYDRANT WITH EXPANSION IOIM AT BACK DF SIDEWALK, Ol SHUR REEL FINISH Is MATCH SICfW"ALL CONCRETE SHALL BE MINIMUM 3,000 P51 AND SHALL BE MECHANICALLY MIXED -JOB ME MIXING, WAND -MIXED CONCRETE, AND MOBILE CONCRETE AGREES ME NEED ALLOWED. O PAVEMEMMARUR BLUERFFIECTIVF PAVEMEMMARKER PERM PEW 310.3 STD. PUN .320.1 %Rl PUBLIC ME ° DEPARTMENT DEPARTME FIRE HYDRANT ASSEMBLY FIRE HYDRANT ASSEMBLY 5 TUTS - Dm,siBn EnvelocelD 3458611D.9191`4P2D.M59-7C192DSB1flP] MANHOLE FRAME AND COVER 6' SEE SEE PLAN 401 - 1@" MAX 24 ADJUSTMENT RINGS AND MopJ $'So rT SEED NOTE pTE 3 O FIGGI THE dt AMA%IMIIM'leiF. j BELOW E COVER IIIL.. CONE (ECCENTRIC) SHALL BE PNCLUOEO�E� STEP$ 5 MN .A. RUBBER WSKETED JOINTS SEE NOTE 5 L 12(TEED) T_ GENE RSOUIRED LAODEF-PGLYPROPELENE IF BE ATTACHED TO MANHOLE MAX PIPE SHELF AND EC CHANGE- SHALL BE 3000 PSI CONCRETE PREL T ASE BEECS10y OR cgSTW YILN el LOmPALr SUBLPA05 wLJJ �ry CRUSHEDROMD410N_,X1 NOT TO SCALE MA'EWAL SUITABLE i0 SUPPORT STRUCTURE kus RTESH LE ID BE IN PLACE F RFORE RCED PRE CASTHons ARE HNIN CONFORMANCE 'AADJUSTM NT Of Ts TO BE O wRADE S L BST CONCRETE IN 10rvF0RE TOO V RUNS 'ADJUSTMENT OF TIE CASHNOTO GRADE SHALL 9E PER srD PUN 106 THE usE DF sn Ms s PREGISTER Is s MANHOLES SHALL E INTERIOR SURFACES INCLUDING CHANNELING, c DR C (SEALED) uR w s E G s E DCOAT uU OR APPROVED D O COATING s BEw E 5 RUBBER CACHEP CONFORMANCE s c 9q 6 CHANNEL W H 0 E INSIDE DIAMETER C HE LARGESTE 8 IN UNIMPROVED AREAS, MNS TO MANHILE ANHOLES SHALL s EXTEND LL BE MADE HALL, 4 0 BOOTSEI DR - OF UAL d HAVE GRADE z DE CONCRETE RING 1PO RED AHOUND THE COVER N PAVED AREAS. CURED M SLOPE D H PAVING 9 MANHOLES OVER 20 DEEP SHALL BE n MINIMUM 0E 60M N DIAMETER sTDY vux-4W.1 PUBLIC WORKS STANDARD SANITARY MANHOLE 26/202 DEPARTMENT Martin PaSW C113 = COMB,w., '..48" 54" ME M11 6" MW. 5'M1N 29' IN 21" ID _69' 56" 8" MIN 55" MIN 29" MIN 14" 10 ' 60" MH 60" B" MIN 6" MIN 9T" MIN ]0" 1D SANITARY SEWER STANDARD MANHOL 113/a°°AND 22 % °BENDS vNEcuxvaxD Ax[HORROD L -:1 �A 45°BEND PIPE CDUIPAHO AXCXp1 ROD 7 HE T l °0•AN:IICR ROp gNAEEFR rvm6s: 1. CONCRETE BLIXNING SIx6 BASED ON 2W P51 HYDROSTATIC PRESSURE AND 3,WDPSI CONmETE 2. ALL CONCRETE3MLL BE MECHANICALLY MIXED. JOB SIIE MLUNG, HANDMIMFDCONCREEF, LAID MOBIIE(YINGETE MI%F0.5ARENM ALLOWED. 3. PIPE CIAMPSANp ANCHOR ROp55XP1LBE INSTALLED PERSTO PLAN 330A. 0. FITNNGSSMLL BE POLYWMPPm AFTER INSTALLATION OFRPECLAMPS AND ANCHOR ROM PRIOR TO POURING CONCRETE BIDWHG. 5. WATER MAIN SHALL NOT BE PRESWRQEO UMILALLTRFNCHING WRHIN100'OFVFRIIGLBFND I5 R4CNFlIIEOANDCOMPACIEOTO MINIMUM 3' COVER, 6. CONCRETE BLIXNING SHALL BE LEFT OPEN OR SHEETED MR MINIMUM 24 HOURS PD. PUN -33D.x • PNeuc woNKs CONCRETE BLOCKING °' DEPARTMENT FOR VERTICAL FITTINGS MINIMUM DIMENSIONS POP' BEND VOLUME ff) A p" L 1aY.' a zo• y" 1s' %• ss 2r �° 2A' 6' 11ii' 11 23' 2A' ]3 xs 2.9' s• EX r e" 11if' 16 25' 2A' 22 ye' 6] i6' Is' 223 S.p' 12^ ]li5' 3x 3.x' N' 2A' zzB• u 4.s• 3.D' 43' 233 fi.1' $5' H• a as• 4Te T.9• 10^ 11$' 91 4.5' lu^ 3.0' 22 Y( 223 6.1' ADS R• 60 B2' ]Ijj' 1xB 5.G' 1$' 3S' x4" 22 33X fi.B' N• 45' B2D 9.6' CONCRETE BLOCKING FOR VERTICAL BENDS 6 TUTS - 112: I CNIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESURMITTAL 3 CNIL CONSTRUCTION PERMIT RESURMITTAL Call 811 7 Fabefore twabusinessdays you dlg N0. REVISION NEW BY DATE APPR ATIF AT ONE INCH MERGE �c�LY AS NOTED Rs`"°"I'w'E. """'s°REGULAR DATUM WgBTEWATER U1R.m' BTMIOMO NOlEB 1 ALL WOMPNO MATENN SXNL BE IN CONFORMANCE WITH THE 31µpM06µDSPECIFIUTION OFFER CITY OF RENTON PUBLIC WORKS DEPARTMENT AND TIE lATE3TEDITIOX OF THE WSCOTPPNq STANDARDS AND SPECIFICATIONS, A9 APPROV ED AND MODIFIED BY THE CITY OF RENTON STANDARD P V W 3 8 SPECIFICATIONS A SET OF APPROVED P W IS 9XNL BE KEPT ON SITE AT All TIMES DU RING CUSiRUCTION 2 DATUM Fqy VEMICPL CONTROL MATTER NORTH µERIGNVEfliICAL DATUM 1988 HORIZONTAL COMRLI SMALL 9E NORTH M1E0.Cµ DATUM 1993,1991 UNL ESS OTXERW sE APPROVED BY THE CITY BENCXMµK3 AND Mp1UMEN5 SHALL BE REFERENCED ON TIE MP0.0VE0 PLANS 3 APRE CONSTRUCTION CONFERENCE AND A26NOVR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION rt SXNL BETXE CONTPACLd150.E5PDXs B L ryT0 sECUREPll NECEbSVtY PERK i3, INCLUDING STREET USE PERMITS PRIOR iOSTARTING CONSTRUCTION INSPECTION WILL BE ACCOMPLISHED BYANEPNE9EHTA➢VE OF THE CITY. IT SHALL ARMS CONTpACTORSRE5PW6131LOYT0 NO➢FEE TIIE PUBLIC WORKS INSPECTOR 29 HOURS IN ADVANCE OF BACRFILLING ALL CONSTRUCTION 4 THE HOURS 0F W0RI(INTIE siREETRIGM-0FWAY SFWLBE PER CITY SPECIFICATIONS ON WEEKDAYS PROVED TPFl wEC CONOL ROM MUST BE OBTAINED PRIOR GT TO BEGINNING BE WORN WITHIN THE PUBLIC RIGXi-0E-WgV CONTRACTOR Is SOLELY RESPONSIBLE FEES THE MEµs. METHODS AND SEQUENCES BE CONSTRUCTION AND FOR THE BARELY OF woflKEfls AND OTHERS ON THE coxsTflucnoN LATE IN AcwROAxcE'MW Laca.. STATE AN O FEDE WL REDO IREMENTs. ALL LOCATIONS OF ELsiING JET LINKS SHOWN µEAPPROXIMATE µDITbXALL BE WECONTRACTOR 'S RESPONSIBILITY TO VERIFY THE TRUE µD CORRECT LOCATION 50 AS TO AVOID DIIMGE OR DRNfl&W CE TIE CONTRACTOR SHALL COMPLY WITH THE REOVI0.EMENB OF ROM 19122 AOIGiILKET yMLLBE OBTAINED AMINIMUM OF TWO BUSINESS DAYS P0.0R TO bTµ➢TUG µY EXCAVATION TIE LONTMCTpY 514LLL HAVE ALAPV OF THE DIG TICKETON SITE AT A1LT MEb BACKFILL sXLLL BE RACED EOVALLYCN BOTH SIDES 0F THE PIPE IN LAVERS W TI ALGOSE AVERAGE DEPTH OF 12LINCNES, MAgMVM pEPM 1B-INCHES, THOROUGHLY COMPACTING EACH LIVER TONS PERCENT OF MAXIMUM DENSITY THESE COMPACTED LAYERS HUSH EXTEND FO0. ONE PIPE DIAMETER ON UCLA sIDE OF THE PIPE ONTO FINE 61LE OFTXE TRENCH IMTERALb TC COMPLETE THE FILL OVER THE PPE bHAll BE EQUIVALENT TORANK RUN GRAVEL FOR TRENCH BAUF LL I9U1181. B SANITARY SEWER PIPE SHALL BE PoLYNNYL LHLOR DEIWCI gUEBERFUNLESS ON A UUSNETEDµIM OMEET , 3qY 33. C%NC9p30R OVLTLF 0.0X CLASS SO, UNLESS OTHERWISE APPROVED BY THE Clry 9 SANITARY µ5E �0.PPE4514LLL HOT BE LOCATED V�DERµV3TXUC1V11E HALL BUILDING �F�VN�TMOANiETC) BUILDING F W NDAi ON ETC) IT 9X01L BE DESIGNED B V A PROFESS ONAL ENGINEER LICENSED IN TIE fiTAIE OF WASH NGTOH IN ACCORDANCE WRX STµpORD DETAlL412 ID. OPEN -CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED 0.OApNAYS SHALL BE BACKFILLED WITH CRUSHED SVNFgCINGAGGREGATE IWSDOT SPECIFICATION PW BISIµDMECHIWILALLV COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY 9 ALL PIPE µDAPPIIRTEWUVCEs 3NNL BE LAID CHAPROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF FINE CITY AND THE lAlEbi EDITION OF THE WSWTIAPWA STANDARDS AND SPECIFICATION AS AW0.0VFDµ0 MODIFIED By TIE CITY IN THE RENTON biµDµD PLANS 6 SPECIFICATIONS TIIb SHALL INCLUDE NECESSARY LEVELING OF TIE TRENCH BOIIOM OR THE TOP OF THE FOUNDATION KWRRIu TDqUNIFORM cMDE SO THAT WE ENTIRE uxcTX of THE PIPE WILL BE suvPaflrED UNIFORMLY pEXSE. UNYIELDING BASE PIPE R600WG SHUL BE IX ACCdiDAVCE vnW srWwaD PLOP 46 12 ALL DISTURBED µFRS SHALL BE SEEDED µD MULCHED OROWERWI3E STABILIZED TO THE SATISFACTION OF TIE CITY FOR THE PREVENTION OF ONSITE EflO510NBDTH DEEMING COXSTRUCTONµOAFTERME COMPLETION OF CONSTRVLTIDN INACCFMpANCE WITH TIE CURRENT SURFACE WATER DESIGN NANUAI I THE COXiIUCTOq sMKL PROVIDE TIE CITY OF RENTON WITH ARECORD DMYrING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN SLASHED USED SIGNED SYALICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SVRVEYOR PLB.Ic woRKs WASTEWATER UTILITY 5,7&PUN.413 DLEAR 1 •n ENr STANDARD NOTES Marlin PastuchaDa6/z m lcpff I6015th Avenue, Suite 1600 Seattle, WA98301 206.622.5822 vvww.kpTE.%:am ALL CITY OF ' RENTON Planning/Building/Public Works Dept. A" S-417816 W-417816 R-417892 IN COMPLIANCE WITH CITY OF RENTON STANDARDS Ef­ Ef­ DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022 � JStawell 04/04/2022 '� WATER UTILITY � agafour 04/07/2022 ' SOLERA 2842 NE SUNSET BLEED °°®°"' RENTON, WA 98056 �C6.32 WATER AND SEWER DETAILS xFLT1 92 a3 0 N N 00 to O co 0 O 0 N Q J M M M O O 0 111 NW 1/4 OF THE NW 1/4 ANDETHE714E:4=/4sFORFGT+4EU7NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 All I O V Q W F_ Q LU J O Cn 00 HIT CI a i 00 N Alt N I EXCITED EST S. II ' OPEN PIPE CHANNEL PRECAST SADDLE I ' MANHOLE SECTION ,..., .. C (I (xH Bre"aLOG16 ,ECONCRETANY. UNDER PRE CAST SADD .�L SIL) MAx O¢ SEED Ox (MINIMUM) 1 Ye aEPna .t TOM SAW GREATER FARES ___Jj PRECAST SADDLE MANI F TYSON BUILD THE EL RTT 'i. DlePEe SLOPE ELTsOR 2% EyIsTNG PoER(PASS POE ON`h SHELF AND CHANNEL QUITE N PPE BE ]ODD Psi GONGeere A AREAS -H t _ I CAST -IN -PLACE CONCRETE `COMPACTED sdecaA'o MUCH BY BASE POURED 4 UNDER CRUSHED ROCK OROTONAL CLAUDE MAIN D THICKTAMINIMUM OF STRUCTUREFOUNDATION MUM SVPesY NO-_S. EXISTING PARE PT OF sH ELPRECAST MANHOLE UNIT SHALL BEAR ON THE L R EXISTING PPE 3 CAST -IN -PLACE CK SHALL BE RIDGE PSI COMMERCIAL CONCRETE a PRECAST MANTHOLEBASUGIURA SHALL BE INSTALLED IN ACCOR04NCE EACH THE STANDARD PLAN FOR THE SPECIFIED MANHOLE 917F AND TYPE t PRECAST MANHOLE SECTIONS BEALL FARE -HE INTERIOR a(SCALED) WTI' RT ' A SOLOS URETHANE OR SMALL I PATH 6 THE PRECAST AxrvC E RULES SHALL SIT ON (1) 4 AT xEARED e'IHILA 1[D 1 S) SLID CONCRETE BLOCS PLACHU ON COSMETICS& SGAI TPIPE (P PIPE Oxv) SELL BE REMOVED MILE mE BDTmu SHALL REMAIN AS mE CHANNEL OF THE NEW MANHOLE 8 �HG CAUST-N-PLAACE MAMMALS SHALL NO BE INSTALLED OVER A BELL OLSTEN OR JOINT 01 THE SCALE 'AIN �HU MINIMUM PCIAN(t FROM THE NJTSDF *All IT Tl� 'PATCH AND A FEEL SECTOR OR JOINT SHALL 9' 2 ®..B l.MAN-AIIn.6 m, vu PARWORKS HCAUSSADDLE MANHOLE DfvARTmLNT WITH CAST -IN -PLACE BASE Martin MAND 19az6/mz[ NTS MEFERED MKFLOW ASSEMBLY P(I BE OBTAINED FROM Cm'I (1)2K-CONTROL VALVE (1)CONSIRL nMMERR (1) RPM HYORAM ON EXISTING WATER MAIN I1/ V' SUPPLYHOSE RMPOMR BLOW-0FFASSEMBLV / hl2' WLVANREDPIPF (1)2-EXT FND 1) 2' GATE VALVE 4MM�'MRY NEWDIWARPMAIN y PoLYPIGj%�i%I�BLOIXING POLYPIG STATION (1) VER➢CAL CROSS IMXFy, SITE TO MATCH WATER MAIN (1) BLIND FLANGE WITH T TI➢ ON TOP OF CROSS 11) RMMR BLD FFASSEMBLY (1) PER NO FLANGE ON BOROM OF CROSS (1) PLUG IMH ON END OF CROSS WFNI TEMMUD THRUST BLOCKING rvmES: 1. THE BACKFLOAW PREVENTION ASSEMBLY AND SUPPLY HOSE MUST BE DISCONNECIEII DURINGHYDWSTATICPRfSSURETESTINGOFTHE NEW WATERMENN. 2. PMYPIG AND ALL DEBRIS SHALL BE REMOVED FROM SUMP OF MnM CROSS VW SMIRARY METHOD PRIOR TO DISINFECTION OF NEW WATER NOUN. 3. UPON REMOVAL OF PCHPIG, REMOVE TEMPORARY BIdYAFF ASSEMBLY AND INSTALL TPWG. A THE NEW WATER MNXSHALL BE CONNECTED TO THE OUSTING SYSTEM ONLY AFTER NEW WATER MAN IS FIXYPIGGED, DLSINFECIED Al SATISFACTORY BARERHIL W ICAL SAMPLE ROULM ARE OBTAINED. 5. THE IXRRIORS OF AM I PES AND FITTINGS TO BE USED IN FINAL CONNECTION MUST BE SWABBED OR SPMYED WITH A SHIM, AVAILABLE CHLORINEWLUTION. STO. PUN -300.2 PUBLIC WORM OEPAUMEM POLYPIGGING NEW WATER MAINS 10 POLY PIG STATION Call 811 2 • two business days before you dlg N0. RENTO SEWER COVER & FRAME PLAN VIEW _ _ I COVER SECTION VIEW COVER BOTTOM VIEW LAl zaE Y3T9.NK RSA a MI IA RBI uwswR BOLTING DETAIL E WOO _ _ lam* pyy a J� )K PRBHP CUUECS- � I i � Go�Bl II GASKET GROOVE DETAIL K6E l FRAME aCTfOM# ET9 rl. ALL I€FBVFF@ ISPIDIM OF LamNIIRR LD FROM EWBT BORROW UPm MUM PILL Ng 29183A GEN MIAL "F EP'H)�R 'dt,OTF iF�EG TFS lWEATER'. I STE. PUN - SEE �P PUBLIC WORKS MANHOLE FRAME AND COVER DEPARTMENT PGAZ 9/11/2019 1 1:12 P MANHOLE FRAME AND COVER 10 NTS - CNIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBM17AL REVISION BY I DATE I ARTIER AS NOTED REPNDAILE ""o9°°/ini DATUM AM A IF NAT ONE INCH TESTING CONNECTION PDLVPIG STATION RRSIG PLAIN 3CQ6 (I) VERTICAL CROSS(mul Ill BUID FLANGE ON TOP WITH T"TV AND TH PLUG (1) BLIND FLANGE ON BOROM WTTEMPORARARYTHROWASS1WNG "(MHPANOTEMPOPARYBLOV!-0FFASSEMBLV M*� NEWDIWATERMAIN ELANDNG RE GP.PW4 TEMPORARYBLOCNING OR DEAD END UN[ DO NOT DISTURB BLOCKING FINAL CONNECrION UPON COMPLETION OF MLMGGING, HYDROSTATICTESTING, AND DISINFECTION, REMOVE TEMFOPARY THRUST BLOCKING AND MMP RY BLOW OFF ASSEMBLIES FINAL CONNECTION (BY Cm FORCES) (1)DI SPOOL (1) DI SLEEVE HNUH o xEw DIwATM max PUIN-300.0 PUBLIC WORKS CONNECTION TO WATER MAIN MWAAD ®SFO. DEPARTMENT EXISTING TEE OR END LINE CAP CONNECTION TO WATER MAIN EXISTSING TEE OR END LINE CAP NTS — lcpff 36015th Avenue, Suite 1600 Seattle,WA98101 306.632.5811 www.RPTf.com V CITY OF ' FENTON Planning/Building/Public Works Dept. S-417817 W-417817 R-417893 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022 JStowell 04/04/2022 O WATER UTILITY agafour 04/07/2022 01 AND SOLERA 2842 NE SUNSET BLVD BR K RENTON, WA 98056 �C6.33 WATER AND SEWER DETAILS 93AL43 Z LO O Oi O O O O N Q J M M M O O O Do rBl NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. GD v Q Q LW F— ,�LQ� I.L LU J O U) O NET INNHA N I 00 N T— I� N I y I 1 D.]"T 4 BLUE REFLECTIVE PAVEMENT MARKER, SFIMSONm MODELC080RECUAI, PLACED FROM ROADWAY CENTERU N E AS INDICATED BELOW r MARKER I 1 T I MARKER HIS I� I I FOUR LANE ROAD OFFSET MARKER rMARKER SI111 +L T I — ON SIDE OREM WHEREME RANT IS WITHIN 20' OF A MAJOR STREET, ISLE MARKER %ALL BE INSTALLED ON THAT MAJOR STREET AN I� I I FIVE LANE ROAD OFFSET MARKER PUBUCwoRKS FIRE HYDRANT ASSEMBLY DEPARTMENT PAVEMENT MARKER © O r ISO r p! pq �iTIIIII�YYI�'�� pp ��.�z�l�■��4\ INYY�ILi� _lam'_ �n�l•I4�IL�L�•r LM�•1�� O O ��a�lioilllA_II��I�II+IIII■II�_III�■o■I�a ac ON10 .. l�IIII- O F3 1, VALUES SHOULD NOT BE INSTALLED I N AREAS WITH WHIM TRAFFIC. 2. ALLINTFRIOR METALINCLUDING PIPE VALVFS,AND FITNNGSTO BE PAINTEDWITH TWO COATSOF EPDXYASAPPROVED BYTHE ENGINEER. USE TNEMECSERIE5135CHFMBUILD MODIFIED POLYAMIDEEPOEV. APRY PER MANUFACTURERS IN51RUCTO5. 3. VAULT AND MATCH MODELS ARE PROVIDED AS REFERENCE. SHOP DRAWINGS SHALL BE SUBMITTED TO ME CITY FOR APPROVAL. 4. MR3- AND COMES, USE 2" BYPASS MATERIALS AND FOR SO USE 3" BYPASS MATERIALS AS INDICATED BELOW. , RS , C INSTALLWATER METER RADIO & GATE" UNITS INACSFA XAREN PANELSWRN MINIMUM 6- SEPARATION. MATERIALS OMETER AMI WATER METER ISm5U5 OMNI WE IT INTERNALSTMINERI NINE IT RADIO AND BATTERY UNIT 2- GROSS NIPPLE (MIPTMAIPTI,6"IDNG,CONNFCEEDTOTFSTKWTOF COMPOUND METER 1" SULMORP(MIPTXFIPTL NERD FBIONXI OR EsUIU, FOR 3" METER O METERTFSTPpIT OR 1W BALLCORP(MI PTrtIPB, FORD F01]IO6,14L OR EQUAL FOR V AND V METERS 7U K' AMPRR IMIPTMANSTI ZK'CMRNM © ADMEM FuNGEOWUPUFWAOAmEq MEWF NGESFRIES2= OREOML OPIPE CLASS 5=DI PIPE(PERL) OE VALVE III GATE VALVE (HAVE) WHEN XANOWXEEL O PIPE SUPPCRR ADJUSTABLE PIPE SADDLE SUPPORT, GRINNELL FIG xW OR EQUAL WITH BASE BOLTED TO FLOOR OG SERVICE SADDLE (2)2'NPi LWDLESMEEH-0LAIR MODEL 3130R EQUAL OR (2) GI TEE IMIML) OH BYPASS VALVE (2) 3' BRASS GATE VALVE HPT)OR(2) 3- WE VALVE(FUEL)WEN 3- THRLWED IIPTI FLANGE OI BEND (2)2'WMNDOR(2)3'WMND OE BYPASS PIPE x' GALVANIZED PIPE EPOKY COATED,M3- GALVANIZED PIPE, EPDXY CRATED 2- MOMENT FlANGE&W VALVE RUdFIPO WITH PADLOCK WINGS, FOOD BF31-7]1W-NLON EQUAL OK BYPASSMETERVALVE OR 3N2' MERCER WENT T BRASS NIPPLE © BYPASS METER Z'AMI"ME METER WITH RADIO AND SECTION VINE, TO BE PROVIDED BY THE CITY OM METER FLANGE 2-METER FDWGERLxFIPTL FORD CEI OR EQUI T HOI REDUCER WHEN Z'BASS NIPPLE ON UNION Z'TWO-0ARTUNIpl Ofl 3'TWO-0ARTUNION OO TEE 2- TEE OR 3' TEE OPLANING 2-01C BUSHING OR 3-Idle BUSH NG WHEN 31V PLUG Oq WATERMAIN QASS 52 DI PIPE WITH R6TMINED HOME ® WALLFDWGE MI OWAN PI PE RESTRAINT WENT CONCRETE BLOCKING PER STD PUN 350.7 OS CONCRETEVAULT OLDCASRE PRECAST VAULT, MODEL NUMBERS PER TABLE BE LOW, OR EQUAL MINIMUM A- NOT FLOOR DMIN, SLOPE TO STORM GRAIN OR DAYUG XT TO DMI NAG E DEUI WHEN WIRE OT OMEN MESH RODENT SCREEN AT DRAIN WTLEG SEAL PITS PENETRATION WITH WATER -TIGHT GROUT O ACCESS MATCH TWO LOCKING HINGED ALUMINUM MOM, TRAFFIC -RATED, WITH SLIP- RESISTANT TREATMENT, MARKED WATER', LW PRODUCTS MODEL NUMBERS PERTABIE BELOW, OR FAUN. OV UDDER GALVANIZED STEEL LADDER SECURED TO VAULT PER WED PLAN 350.8 OW GRAVEL FOUNDATION GRAVEL PER WSCOF STANDARD WEOFIGMN5, 12' MINIMUM ALL DIRECTIONS VAULTRAUDELNUMBERS m ME VAULT BAREEPIECE CENTER PIECE pin ACCIESSHATICH PUBLIC WORKS 3", 4", AND 6" WATER METER DEPARTMENT HYDRANT MARKER LAYOUT 13 391 NTS - 4" & 6" COMPOUND DOMESTIC WATER METER ASSEMBLY NTS FINISHED GRADEIDNA 5"TO IB" 6'MIN II T y R " T MIN AS 1 DAMN 3 NOTES: 1. NRANDVACUUM RELEASEVALVEA EMBLYMUST BE INSFALLEDATTHE HIGHESTPdNTIN TIE WATER WIN. PRIME HIGH POINTFALLS IXALOCATONWHERETIEA55EMBLYGNNm BEINSTALLEQPWO DEADDRRENALDE OFMNNTOCR WTE EHMHPOINTATA MOUTON WNMEME ASSEMBLYOW BE INSTALLED. Z. DOI METER BOX OU6IDE OF MEEK AREAS, BEHIND THE CURB. F MATERWS g O CORPORATION STOP I- RALLCORAWOUTLET, P WITH WATAPERED (OCTICCT INLETANDCOPPER DEPEND FORD FB5M-MNL OR EQUAL OB SWINGANNT 1-BRASSWINGJOINT © PIPE v' TYPE -W SOFT COPPER TUBING O COUPLING VSFMIGHTCOUPLING IMIPT A PMKJOINO, FORD CBI-0I, MUELLER 111542& OR EQUAL 2 O GATE VALVE 1-BRONZEGATE VALVE,THREADED, REOWHEEVALVE NO. YQOHIO BPASNC 2500,OR EQUAL O UNION 1'WORKS UNION OG PIPE 1-MASS NIPPLE AN&VACLUM 1' AIR AND VACUUM RELEASE VALVE ASSEMBLY, AFCO W. 143C, VAL-MAIL NO.201{ OR OUSPIN CUR, '� OX RELEASEVALVE OR EQUAL g ASSEMBLY OI PIPE 1-GALVAMEMD IRON NIPPLE O BEND 1'91E'GALWAHZFDIRONBDID OK UNION 1- GALVNBZED IRON UNION © PIPE v' GALVANIZED IRON PITS, IENGTX TO FEE g M (1)rXl-OEM REDUCER SWIXGJOIM O (=)r W STREET ELLS HJ ON PIPE rGALVANIZED IRON PIPE LENGTH TO FIT, FIELD LOCATE OO BEND r MW ROOM BEND, OPEN PATTERN O STRAINER FBEEHIVE STAINER O METERINDUNDLID METER SEEK, WHEN METER BOX LID, ARMORCCSIAYM969RCIHT, TO READ M ® GRAVEL 11C'WASHFDGAVEL SITE. PUN .3a4a Pu&uc woRE 1"AIR AND VACUUM RELEASE ,C- DEPARTMENT VALVE ASSEMBLY I CIVIL CONSTRUCTION PERMIT JON 03/12/21 JSF m.,. - 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL UP 09/03/21 JSF ZLN AS NOTED 1R HAD IMAL B°� 3 CIVIL CONSTRUCTION PERMIT RMUBMITTAL Tip 12/14/21 JSF owu TJP/MDR 1" AIR &VACUUM RELEASE ASSEMBLY 16Ca11811 H�,CEP UE • twDbusinessdaysAT NO DATUM NTS — before yob dg `rc@VNF IF NET ONE INCH NO. REVISION BY DATE I APPR MMAElH,, MINIMUM BFMINGARFA AGAImTUHDI3IURBEO501LI5N' PIPE PRESSURE O O © O O SITE (PSp A„ x/I1) 1/IILYFI 1/Ix1E1 NONE NONE 3�N 3/I21 YI=1 VOL) VIII NONE 6^ 4/PI 3/IA 3/(I) Vhl 1/tluKl 3�ao WI41 W(31 3/Ixl LUI VBOfI B., W s /11 s3 /11 43 /11 LRI W11 3m 1WI01 Msl WI41 3/(xl x/Ill ]tl' xa0 1WIB1 B/I61 W141 Wkl x/111 33 I6/111) ]1/(]) 9/IB) 5/I3I 3/1]1 1x• zW1111 IUIB) s/ICI 5/131 3/131 x�so W1161 v/O31 f3/IBI ]/(sl 4/131 14" =AI>31 =WILLI wlel WNI WI=1 xso 33/Ixal xV1161 IW11x1 B/I61 5/131 �.. xao x9/I1s1 xl/Ilel 1W1111 B/(61 s/131 xx6 3y131) x3/I161 ]]/11x1 3/161 5/131 18• xm 3WIz4) zWlvl z•g131 1WID 5/III m• zm as/Ix31 3UIx11 xW11s1 13/(8) ]/I41 ]0" xW 6M1/143) 46/1301 36/Ix3) 10/Ilxl 9/I6) 900 BEND 45' BEND A 9v CAP / PLUG 22j(f'�BfBEE�N D�Q TEE \1111,,1 J/a BEND • VALUES BASED ON MEE BEARING LOAD OF JLDW/(ZOOO)ME B V i "' MUCK OR PE SITE BEARING IOAO P5F1 MULKORPMT B SOFTCUY I'M xD zmu MIND AND GRAVEL 3,W0 CEMENTED WITH WY 4,000 HARDSMLE 101000 NOTE: 1. MINIMUM BEARING MESA MUST BE ADJUSTED FOR PIPE SIZE, PRESSURE AND SOIL CONDITIONS, x. FITTINGS SHALL BE POLYWRAPPED PRIORM POURING CONCRETE BLOCKING. A. CONCRETE BLOCKING SMALL BE CAST IN PUCE AND WILL HAVE A MINIMUM OF 0.25 W BEARING ARUAGMNTEMEfmING. A CONCRETE BL NG SHALL BEM AGAINST FITTINGS ONLYAND SHALL BECLEM OF ROBINS TO PERMIT TAKING UP OR DISH NG JOINER 5. CONTRACTOR SHALL INSTALL BLOCKING ADEQUATE TO WITHSTAND FULL HYDROSTATICTET PRESSURE AS WELL AS TO CONTINUOUSLY WITHSTAND OPEMTNG PRESSURE UNDER ALL CONDITIONS OF SERVICE. 6. ALLCONmF1E SHAM RE MECHANICALLY MIXED. JOB SITE MIXING, HANDMLCED CONCRETE AND MOBILE CONCRETE MCFE An NOT ALLOWED. ]. IN MUCK OR PEAT, ALLTHRUM SHALL BE RFSTMINED BY PILES OR TIE RODS TO SOLID FOUNMTON OR MUCK OR PEAT MAKE BF REMOVED AND REPLACED WERE BALLAST OF SUFFIQEmSTANIm'M RESOMMUST. 8. CONCRETE BLOCKING SHALL BE LEFT OPEN OR SHEETED FOR MINIMUM 24 HOURS. ® STD. Pux. B3D.a PUBLIC DEPARTMENT R HORIZONTAL EKING DEPARrmENT FOR HORIZONTAL FITTINGS lcpff 36015th Avenue, Suite 1600 Seattle, WA98101 iW.633.5822 www.xpff.com V CITY OF ' FENTON Planning/Building/Public Works Dept. CONCRETE BLOCKING FOR NTS S-417818 W-417818 R-417894 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 04/07/2022 WATER UTILITY Laafour 04/07/2022 SOLERA 2842 NE SUNSET BLVD r7KRENTON, WA 98056 6.34 WATER AND SEWER DETAILS 94 43 O N O O O N Lfi O M O O 0 O N Q J00 M M M O O O T a 1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. GO T Q LU I— Q LU J O U) 00 YET INN� N a IN a i 00 N I� N I PI ►LAB EX SEVER Y11N i I giCpERiY ONE _SPAR t I RENGM n5 NEEDED) —3'-0' YIN fir KKR STUB H 6mFUTURE .' SIDE YV.ER _3 \ 2' A 4 SOLID YARNING POST PYNhD f 6' CAP WIT MM ME XpiO 'SEMA' SRNOLN `KKR MAN TEE R B" ME i IOU M 3' Nlp BLACK LETTERS AND A ORE 90EwAA WAYPEEL AROUND ME SOLID AM 111 ' ' ' ' ] EXTENDED TO ME TOP Or ME SOLD 1 CISLAO Orm 1 11 11, 'ANLHAI L_M_L--------- 6-N6-X6- SURFACE CLEANwT AM CAST IRON RING AMC COKE (EAST ANSI IRON WORKS PRODUCT NO 00367502 OR Y9ROKD Ea4. SPECIFY'SEMR' ON LID). 5 CLFANWT TO BE CENTERED IN A 2'.2' CONCRETE PAD I E CANNOT PAD TO BE 6' IN DEPTH 1 1 - F `--' BEND AS-\ 8' WIRED KKR AN MY -2 aK MM \ �6" SANER STUB 6'Y6'S6' ME 1\\ `NOLRE f 40[ SEVER `NNRE 6". 4 REDUCER `$ETHER MAN SIZE A 6" ME AGOEPTAES E PROCEWREB FOR SIDE SEWER CONNEOEIONB TO E\R3N0 SEWER MANS A NRMFIED CLAY MAIN - CUT IN A NEW PVC'CEE' USED -STRONG-BACK' ELEYIBLE COUPLINGS MONACO OR APPROVED TWAT) B CMMCIE MAN - CLT M A NEW I'TEC' LAND -STRONG-BALM' FLENRE CEASELESS (FERNCO OR ATTACKS EQUAL) C PVC A CBS PVC MAIN - CUT IN NEW LEE UWNG AGO COMMANDS M CqK-pKLLED OM A MEAT SADDLE IN AP@OLSO ORBITAL) D. WCDLE RW MAN - CPR-MUEO MM A TWO STOUT MR AWBOKO EQUAL) E LINED MAN - CONNECTION TO SERER MAINS THAT RAVE BEEN LINED (ON, EEC L OUT IN A NEW PLC'Rp USING 'S RONO-BACK' FIEYIBLE DIAMONDS (RAVED OR APPROVED EQUAL), E HONE - CORE-ORKLED OM A RWAC SACCLE 'INgRTA-2C MAY BE USED ON WE MANS IY MATTER ON LARGER C MANHOLE CWNECRW - ALL CCWIECMNS TO MANHOLES SHML BE AT MANUFACTURED KNOT{ -OUTS OR ME STRUCTURE SHALL BE CORE -MILLED AMC UK KW-N-SAL BOOM OR APPROVED EQUAL NOTES qUM TO INSTµLA9W OF A SANITARY KKR STUB, A 4M KKR STUB PERMIT MUST BE PURCHASED TRW MC OCT OF RENTON PUBLIC MEANS DEPARTMENT 2 UNLESS OMEROY SHOW ON PLAN OIDEKKR y1LLA L HAVE W14MUM 25 CO US E E OR 3-5 LOWER MAN'MMONEY E LOWEST HSE ELEVAOELEVATOREVER^ R IS LOWE— °' 3 SIDE SETTERS .GAM HAND A MINIMUM 2 K SLOE UNLESS APPROVED BY ME PUBLIC MOMS ASPECTS R FOR INSPECTION S MC SIDE KKR SNB. CAL 24 HOURS IN ADVANCE ME INSPECTION PROE NUMBER IS ON MC 9M 8KR STAR PERMIT SITE MUST BE READY FDA AGREEMENT AND A REPREMNTARVE ON S'TE WS INSPECTOR MRRIKS AT ME APPPNRD THE DO NOT BASNLL ME TIiEKH UNTIL APPROVAL 5 OWN BY ME INSPECTS 5 ALL TRENCH RRSTSMTW FM yM YKRS IN ME PUBLIC MC T-M-WAY SHAL CNI TO MUSICIANS PLAN HO S 1102 6 MC WIDE KKR STUB SHALL HAW I KIDDING IN ACCORDANCE WTI STANDARD PLAN 405 ALL SIDE KKR SRRS GALL BE INSTALLED BY A CON-T.t ? e, L-N'FO N ME SEAT W WASHIINGTON O PUBDCWORM s e SIDE STUB RUM-Rou INSTALLATION Marlin PastuclWz6/20z (SEWER MAIN TO PROPERTY LINE) NEL SIDE SEWER STUB INSTALLATION SEWER MAIN TO PROPERTY LINITS NE)��; BLOW —OFT ASSEMBLY PER PLAN OROTHER FITTINGS AS REWIRED TIE OR 'STAR' BOLT TYOE DUCK LUGS NOT ALLOWED UNDISTURBED SOIL 18_MIN RODS THROUGH RESTRAINED FOLLOMIR 18" MINIMUM BELL OF PIPE DEPENDING ON WATER MAIN TRPN I^ SOIL CONDITIONS PLAN 6" MIN. OVER AND UNDER WATER MAIN GALVANIZED SHACKLE ROD (TYP) PER PIPE SIZE (LENGTH TO SUIT) 18" MINIMUM SEE DE ROD ATTACHMENT THIS SHEET A ELEVATION FL. IWALLMETERB ATPROME LINEWITN WI . CITY I PRIVATE �¢ VCOPPER TNLPIECE PIPINGIPIPING nl I MATERM O CORPORATION STOP 1 BALL CORPORATION STOP WITH BALL VALVE, AWWA TAPERED THREAD(CC) INLET, DUCK JOINT OUTLET, FORD FBIDDWQNL OR A.Y. MCOONALO 747016Q BO TUBING 1"TYPE"K'WC MPPERMMNG V SETTER, QUICK JOINT INLET AND OUTSET, PADLOCK WINGS ON INLET ANGLE BALLVALVI SINGLE OIECK © ANHU FIIER VALVE ON OUTLET, FORD VBHT4-15W-H-44O-N4 A.Y. MCWNALD R1i15WW OR MUELLER B¢4701-BAN, INSTALL CENTERED AND SQUARED IN METER BOX PROVIDE AOAPIERS MR 5/81 METERS OD WATER METER AN WATER METER WITH RADIO AND BATTERY UNO, TO BE PROVIDED BY THE CITY OE METER BOX METER BOX, ARMORCASTA6W1946PIX1&WITH METER FORT DID, ARMORGSr AWm%9KIM7, TO READ -RENEMN WATER' OF COUPLERANDRUG COUPLER (PACK JOINT A PACK JOINT), FORD GRiC WITH l' GALVANIZED PLUG IF SERVICE UNE TO PROPERTY 5TO BE INSTALLED IN THE FUTURE OG GRAVEL 1X"WASHEOGRAVEL PUBUCWORKS 1"WATER SERVICE DEPARTMENT " IRRIGATION SERVICE NTS EJ NTS - a 1 EVIL CONSTRUCTION PERMIT JON 03/12/211 JSF 'I 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL TJP 09/03/211 JSF 3 CNIL CONSTRUCTION PERMIT RMUBMITTAL Tip 12/14/211 JSF Call 811 • two business days before you dlg REVISION BY DATE APPR ICENO. STD. PLAN - 320.1 AS NOTED MATERIAL AN IRVAN A °°' IT LIT DATUM kIIwN INCH IF ACT 0 WIT �c�LY NOTES: 1. THE I MUST RE LISTED ON IATESTVERSION OF'BACKFLOWASSEMBLIESAPPROVED FOR INSTAWTON INWASHINGTON STATE", PUBLISHED BY THE STATE OF WASHINGTON DEPARTMENTOF HEALTH. 2. THE RPBA MUST BE TESTED SEA WMHINGTON STATE CERTIFIED&LIXFLOW ASSEMBLYTETTER UPON INSTALIATON AND ANNUALLY THEREAFTER ASSEMBLYM BE M WARNED BY PROPERTY ONANER.ACOPY OFTHETEST REPORT SHALL BE%mTOTNE CHOICE RENTON WATER UTILITYCROSSCONNEMON CONTROL SPECIALIST, FAX 42543Q7241, EMNL MHOLTEPRENTONWAGW, 3. PROTECFAGAINyTFREELNG OR DAMAGE USE HEAT -TAPE FAREA ISSUBIECTTC FREE➢NG. 4, RPBA INSTAWTONS THAT DIFFER FROM THESTANDARD PLAN MUSTBEAPPROWD BYTHE EDITOR RENMNI WATER LEMONAND LLRE RMN ONAGSE-0Y EM M ENSURETREY MEET CURRENT MINIMUM REQUIREMENTS iNSTAIJATON AND FREEZE PROTECNON. 5. EACH VALVE SHALL BE MARKED WITH MODEL NUMBER AND DESIGNATION OF REELIENT SEAT, SUCH AS TEV OR 'RE, WHIM MUST BE DUST, MOLDED, OR MMD ONTO THE BODY OR BONNET OF THE VALVE. ALL FERROUSBODIED VOLUMES SHALL BE COVTED WIDTH MINIMUM OF 4 MILS EPDXY OR E W IVALEM POLYMERIZED COATING. 6. INTERIOR WATER APPURTENANCES MUST CONFORM TO UPC REQUIREMENTS. MATERALS OREDUCED PRESSURE UNE-SIZED WASINGTON STATEAPPROVED I INCLUDES (2) RESmENTSFATED 9IUT-0FF VAI AND BACKFLOW ASSEMBLY (4)RESIUENT-SEATED TEMTCOCYS, BRASS PLUGS INSTALLED ON TEST{OCM (D PIPE SUPPORT ADJUSTABLE PIPE MIDDLE SUPPORT, GRINNELL FIG 3" OR EQUAL WITH BASF, BOLTED M BOOR © ADAPTER RESIRNNED FLANGE ADAPTER, DEMA IRON SERIES 21M MEWFLANGE OR EQUAL OD WATER MAIN CLASS 52 DI PIPE(PERFL OR FUR) EO REND 90- BEND III OR FUN WATER RESIMINED JOINTS) FO PIPE PENETRATION PVC SLEEVE THROUGH SURE WITH WATER MEET GROUT GO MWN FLOOR DRNN FOR RELIEF PORT WITH APPROVED NR GAP O BLOCKING CDNCRETE THRUST BLOCKING PER 5T0 PLAN 330.1 10 3" TO 10"RPBA MEDICAID PUBLIC WORKS DEPARTMENT INTERIOR INSTALLATION . DOMESTIC AND IRRIGATION SERVICES,,,,,,, PPT RPBA INTERIOR INSTALLATION �9 NTS - lcpff 16015th Avenue, Suite 1600 Seattle, VIA 98101 206.622.6622 WSESSION .cam CITY OF ' FENTON Planning/Building/Public Works Dept. S-417819 W-417819 R-417895 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING WASTEWATER UTILITY msippo 04/07/2022Oil JStowell 04/04/2022 0 WATER UTILITY agafour04/07/2022 ' MAY SOLERA 2842 NE SUNSET BLVD 7K' RENTON, WA 98056 �C6.35 WATER AND SEWER DETAILS 95 a3 O N O O O 1 N Aw LO O M O O O O N Q J CM M M O O O I 00 CC NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Do O 0 ILL! F- ILL! J O (n OPEN SPACE 5 OPEN SPACE 2 00 rZAWOIA OPEN SPACE 5 OPEN SPACE 4 BLOCK A TRANSFORMERS UP + I IW/I I I I I I I I I ' ' v~} yl ___ y NE SUNS T BLVD PROPOSED SITE PLAN OVERVIEW 8 OPEN SPACE PLAN GRAPHIC SCALE ( IN FEET )PLAN NORTH LEGEND OPEN SPACE REOU I REMENT FOR -PROPERTY LINE BLOCKS A 4 B OPEN SPACE CALCULATION SGALE:I"=60' - IRRIGATION SERVICES BLOCK A (215 NOTE: REFER TO DETAILED PLANTING 13,T50 SF UNITS X 50) GENERAL OPEN SPACE PROVIDED PLANS FOR UTILITIES BLOCK B (515 I5,150 SF UNITS X 50) BLOCK B TOTAL UNITS FOR BLOCKS A d 5: 590 OPEN SPACE P TOT LOT 5,045 5F DEVELOPMENTS FOR BLOCK A AND B SHALL PROVIDE A 29$00 5F OPEN SPACE 2- GARDENS, TOT LOT, SEATING, d B50 I9,160 5F MINIMUM AMOUNT OF OPEN SPACE AT A RATE OF 50 OPEN SPACE 3- PLAZA 595 SF SQUARE FEET PER RESIDENTIAL UNIT PER RMC TOTAL: 23,423 5F 4.9.150.E(b)(U (59O UNITS X 50 SF) BLACK A GENERAL LANDSCAPE OPEN SPACE 4- SHUFFLE BOARD, TOT LOT, 10,160 SF SEATING, BBQ CALCULATION OPEN SPACE 5- DOS RUN 1,050 5F BLOCK A 11,535 SF 5F 19,245 BLOCK B 15,315 SF TOTAL GENERAL LANDSCAPE 53,210 SF TOTAL OPEN 5PAGE PROVIDED: 42,61I SF eTAV OP NOTES �m WDI IAPCWTGGT I. SURVEY PROVIDED BY AXI5 SURVEYS d MAPPING, 15241 NE 90TH 5T, REDMOND, INA 96052, (425) 623-5100. NA pu pM- 2. 51TE PLAN PROVIDED BY KFFF, 1601 FIFTH cemrl =NO. lI AVE, SUITE 1600, SEATTLE, WA 96101 (206) 622-5522. 3. SOURCE DRAWING WA5 MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. NOT FOR CONSTRUCTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE ES FOR REVIEW AND Know W63T4 below. PFA V APFRWALPROVED, . UNTIL AP THESE PLANS ARE, Call before you dig. SUBJECT TO REV1510N SHEET SHEET SHEET SHEET NUMBER SHEET TITLE NUMBER SHEET TITLE NUMBER SHEET TITLE NUMBER SHEET TITLE LI.O 517E PLAN OVERVIEW d OPEN SPACE PLAN Lap PARKING LOT d L4.5 PLANTING PLAN - L5.1 BIORETENTION 501L SPECIFICATIONS PERIMETER LANDSCAPE TREES d LARGE SHRUBS LI.I OPEN SPACE PLAN 1-31 PARKING LOT d L4b PLANTING PLAN- UNDER5TORY L5.2 PLANTING DETAILS 1-1.2 OPEN SPACE PLAN- COURTYARDS PERIMETER LANDSCAPE L4.1 PLANTING PLAN- UNDER5TORY LbD FURNISHING DETAILS L4.0 PLANTING PLAN- LI.3 PEDESTRIAN -ORIENTED SPACE PLAN TREE5 d LARGE SHRUBS L4.6 PLANTING PLAN- UNDER5TORY L6.1 DESIGN ELEMENTS d DETAILS LI.4 PEDESTRIAN -ORIENTED SPACE PLAN L4.1 PLANTING PLAN- "A PLANTING PLAN- UNDERSTORY Lb.2 DE516N ELEMENTS d DETAILS TREE5 d LARGE SHRUBS LI.5 FENCING PLAN PLANTING PLAN- L4.10 PLANTING PLAN- UNDERSTORY L63 DE516N ELEMENTS d MATERIALS - COURTYARD L2.0 TREE RETENTION PLAN L4'2 TREES d LARGE SHRUBS L4.11 PLANTING PLAN- UNDERSTORY Lb.4 DE516N ELEMENTS d MATERIALS - COURTYARD L2.1 TREE INVENTORY- ON -SITE ".5 PLANTING PLAN- L65 DETAILS TREES d LARGE 5HRU65 L4.12 PLANT SCHEDULE d NOTES L2.2 TREE INVENTORY- OFF -SITE "A PLANTING PLAN- L5,O PLANTING SPECIFICATIONS Lbb DETAILS L2.3 TREE RETENTION d REPLACEMENT PLAN TREES d LARGE SHRUBS LT.O IRRIGATION SPECIFICATIONS 1 CIVIL CONSTRUCTION PERMIT PERMIT �'M'E`°- LN .w ,Ay 2 CIVIL CONSTRUCTION PERMIT ITIPL W/12/21 03/12/21 p AS NOTED maaax' xm 198°�1991 T! CITY OF %11; EP 3 CIVIL CONSTRUCTION PERMIT RESUBMIrtAL 01/07/22 DL•T.TTOT.T nn rr..1l`�I 11 11VV A CIVIL CONSTRUCTION PERMIT RESUBMITTAL 03/11/22 PH d LK III DATUM EP Planning/Building/Public Works Dept. NO, REVISION BY DATE APPR x"Ff Fso y as VICINITY MAP NITS m , PROJECT SITE ' Itpk CIE 12TH : „,•,7 SOURCE: GOOGLE MAPS; WWW.MAPS.6000LECOM NORTH (ACCESSED 10-22-2020) VV CONTACTS O APPLICANT/Ok4HER NAME: DEVCO, LLC ADDRESS: 10900 NE 5TH STREET, SUITE 1200 O BELLEVUE, WA 96004 M PHONE: (425) 453-9551 O CONTACT: DAVID RATLIFF, VP O O EMAIL: DAVID.RATLIFFODEVCONIA.COM ED SURVEYOR Q NAME: AXI5 SURVEYS d MAPPING Z) ADLJRE55: 15241 HE 90TH 5T J REDMOND, WA 96052 PHONE: (425) 525-5700 CONTACT: ZANE NELL, FLS EMAIL: ZANESPAXISMAP.COM ENGINEER NAME: KPFF ADDRESS: 1601 FIFTH AVENUE, SUITE II SEATTLE, WA 961OI M PHONE: (206) 622-5622 M C) CONTACT: .EREMY FEBUS, P.E. O EMAIL: JEREMY.FEBUSOKPFF.GOM O O ARCHITECT 00 NAME: T15CARENO ASSOCIATES ADDRESS, 1200 SIXTH AVE, SUITE 605 d SEATTLE, WA 96101 PHONE: (206) 325-3356 CONTACT: MARK STINE EMAIL MARK50T15GARENO.NET ARBORIST NAME: CREATIVE LANDSCAPE SOLUTIONS PHONE: (425) 640-3606 CONTACT: SUSAN FRINGE EMAIL: 5FRINCE202oAOL.COM LANDSCAPE NAME: ARCHITEGT TALA5AEA CONSULTANTS, INC. ADDRE55: 15020 BEAR CREEK RD. HE WOODINVILLE, WA 960T1 PHONE: (425) 661--7550 CONTACT: EVA PARKER, PLA SENIOR LAND50APE ARCHITECT EPARKEROTALA5AEALOM R-41'7 896 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera 04/06/2022 '� msippo 04/07/2022 C SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 SITE PLAN OVERVIEW 8 OPEN SPACE PLAN .O NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. GO v 0 0 W F- LLI J O VIEAPORT I VIEAPORT 2 J VIEAPORT �,1 I�m,ii•Y-miIN I ----LJ1 41 --- ----- -- ----- --- - - --- 1 BUN 5LVD DETAILS OPEN SPACE PLAN KEY SCALE:"=b0' PLAN LEGEND OPEN 5PAGE/PLAY AREA —PROPERN LINE DESIGN LEGEND eTAV OF NOTES H.bIINSTON RESI ((Uj�) uw.wcwTe°T I. SURVEY PROVIDED BY AXI5 5URVEY5 e MAPPING, 15241 NE 90TH 5T, REDMOND, KA 96052, (425) 623-5"100. NA mrP— 2. 5ITE PLAN PROVIDED BY KPFF, 1601 FIFTH cemrlcAn: W. lI AVE, SUITE 1600, SEATTLE, WA QHIOI oauas ene�vza (206) 622-5522. 3. SOURCE ORANING WA5 MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. 0 Know where below. Call before you dig. ® N9 ® NAY PARK SINGLE P05T TABLES - 45PT �I ®� ®� (INGLUDES ADO) sro 9=KAY PARK LANDMARK PARK BENCH D COLUMBIA CASCADE COMPANY - e TRASH RECEPTACLE - MODEL 2667-PT Ls' 0 PET RECEPTACLE - DOGIPOT e #I003A-L �a.l ® KIDBUILDERS PLAY AREA © SCARLET THE LADYBUG: 2-5 YEARS 2X2' CONCRETE PAVERS PLAY AREA SAFETY 5URFAGIN6 OR WOOD CHIP SURFACING (E.T. FIBAR MULCH, OR EGNIAL. 12" DEPTH FOR PLAY AREAS) 4' HT. ALUMINUM PICKET FENCE e R ° �C�] 0 mels - � Ivl° � 1110 O 1■I I o b I✓bd� � O °Oae VIEWPORT I — OPEN SPACE DAYCARE 8 PLAY AREA GRAPHIC SCALE NORTH NORTH (IN FEET) CV, o 5GALE: I"=2O' ■ k ■ ■�■■■A5%,:Z'e:®seal#W:"m■■■mr VIEAPORT 5 - OPEN 5PAGE 5 DOG RUN VIEWPORT 2 — OPEN SPACE 5 PLAZA SEATING & BBO SCALE: I"=20' R-41'7 897 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING C MHerrera 04/06/2022 msippo 04/07/2022 NOT FOR CONSTRUCTION THESE PLANS HAVE BEEN °JIBMITTED TO Tiff APPROPRIATE AGENCIES FOR REVIEW AND APPROVAL. UNTILPLAN APPROVED, THESE PLANS ARE, �E:JEGT TO REVISIONTO REVISION 1 1 CIVIL CONSTRUCTION PERMIT 03/12/21 '^'E`E1 p LN AS NOTED mamw x 198 cl" DATUM CITY OF RENTON 0 Pic Works Dept. SOLERA 2842 NE SUNSET BLVD RENTON, WA 96066 OPEN 5PAGE PLANS 2 CIVIL ICONSTRUCTION PERMIT RESUEMITTPL W/31/21 EP 3 CIVIL CONSTRUCTION PERMIT RESUBMITfAL 01/07/22 y CIVIL CONSTRUCTION PERMIT RESUEMrtiaL 03/n/22 FH E LK III _ �P� �.FN�RDI��,. NO, REVISION BY DATE APPR RS O N O 0 0 N % LO 0 C0 0 0 0 0 N Z) J C'M M CM O O O 00 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DO v 0 0 LU 1— Q W J O E S VIEWPORT 4 - OPEN SPACE 2 BLOCK 5 - 2ND LEVEL COURTYARD DOG PUN 4 PLAZA SGALF: 1"-20' OPEN 5PAGE/PLAY AREA DE51 GN LEGEND 0 COLUMBIA GA5CADE COMPANY - e ARGHITERRA PLANTERS TRASH RECEPTACLE - MODEL 2661-OT �° B TABLE 4 CHAIR ® ® IJ GU5TOM SHAPED SEGMENTED 0�m 30" ROUND TABLE EL: bZ T98bPYM PLANTERS g BAZZA CHAIR MODEL: BZbKR60 t� BAZZA BENCH ®s A- 8 X 12 MODEL: BENCH 0 ® TWO SEAT SOFA - LEEWARD MOP CUSHION e O B- 5 X 4 MODEL: 864844A ® THREE SEAT SOFA- LEEWARD MOP CU5HION MODEL: 865b44A HIDDEN MOTION SECTION - LEEWARD MGP GU5HION Q D- 6 X 4 ® pl RIGHT ARM MODEL: Z555LLlIONI MO A CORNER FIXED SECTION MODEL: H56844A s o ®®® LEFT ARM MODEL: 854844A f� E-6 X2 21" ROUND DELUXE END TABLE O MODEL: 514JP6M ® m DINING TABLE AND SEATING DINING TABLE MODEL: 302LTOPUzz e O F- 4 X 2 BAZZA CHAIR MODEL: HZbKRGO ® KIDBUILDER5 PLAY AREA © SCARLET THE LADYBUG: 2-5 YEARS 2X2'CONCRETE PAVERS PLAY AREA SAFETY SURFACING RUBBER MAT I (COURTYARD) ARTIFICIAL TURF (COURTYARD DOG RUN) r-4' HT ALUMINUM PICKET FENGE Lis STALE W �"VoT ND NA NZ PM.'pl CIXIIFlG:R t1l.I]bl oauas enervza is Know where below. Call before you dig. NOTES I. SURVEY PROVIDED BY AXI5 5URVEY5 4 MAPPING, 15241 NE 90TH 5T, REDMOND, NA 9H052, (425) H23-5"100. 2. 5ITE PLAN PROVIDED BY KERR, 1601 FIFTH AVE, SUITE 1600, SEATTLE, WA QHIOI (206) 622-5522. 3. SOURCE DRANING NA5 MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. NOT FOR CONSTRUCTION THESE PLANS HAVE BEEN SUBMITTED TO Tiff APPROPRIATE AGENCIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: 5LII TO REV1510N NO, V I EAPORT 5 - OPEN SPACE 4 BLOCK A - 2ND LEVEL COURTYARD SHUFFLE BOARD, PERGOLA, SEATING, TOT LOT, 4 PLAY AREA SCALE: I"=20' R-41'7 898 PLAN LEGEND — - - —PROPERTY LINE CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUEMITTAL REVISION BY I DATE I APPR EP �OXo AS NOTED .o,°°°i:«, CITY OF ' FENTON DATUM Planning/Building/Public Works Dept. IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Q DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 :, OPEN 5PAGE PLAN-COURTYARD5 O N O O O T N i' LID O M O O O O a Z) J cM M CM O O O 00 DO n v 0 0 LU H Q LU J O SS - VIEWPORT 3 OPEN SPACE I • �� �. Mill -���-1a►��r r'�-w�� ` �i��� all - --- OPEN SPACE 3 OPEN SPACE 2 Era IIT II OPEN !NN NNI OPEN uH €€� €€. _ I JIL- - - - A /L �A � � NE SUNSET BLVD - PEDESTRIAN-ORITENTED SPACE PLAN PEDESTRIAN ORIENTED PEDESTRIAN ORIENTED GRAPHIC SCALE NORTM N FEET ) OPEN SPACE REQUIREMENT OPEN SPACE CALCULATION � GROSS BLD6 REQUIRED PEDESTRIAN ORIENTED OPEN PA PROVIDED O SCALE; BUILDING AREA SITE AREA AREA OPEN 5PA6E BLOCK A 10,035 5F BLOCK A 113,4g0 5F 505,042 5F BLOCK B 1,00q 5F 1% 1,135 SF 5,050 SF 6,155 SF TOTAL PEDE5TRIAN-ORIENTED OPEN SPACE: I1,044 5F BLOCK B I1q,T52 5F 554,916 5F 1% I,IgS SF 5,54g 5F 6,T41 5F TOTAL PEDESTRIAN OPEN SPACE: 12,932 SF PEDESTRIAN -ORIENTED SPACE LEGEND (PER R.M.G. 4-3100.E0q)IRED ®® /® KAY PARK SINGLE POST TABLES - 45FT 5ERE5 (INGLUDE5 ADA) REGUIRED SEATING 3 LINEAR FEET FOR EVERY 60 5F ®® PER R.M.G. 4-3-IOO.E.4.2b.IV 5m. AOA ® KAY PARK LANDMARK PARK BENCH BLOCK B KAY PARK LOOP STYLE BIKE RACK WITH ®i (6,362 / 60 = 106) 106 1-5/5 OD TUBING o BOLLARDS - SUN VALLEY LI&HTIN6 BLOCK A MODEL: B55G-TOP q (9,464 / 60 = 145.5) TOTAL SEATS REQUIRED, 155 264 I I I I�� JL_L_L_L 2X2' SCORED CONCRETE PAVE e O POTS e BLOCK B TERRACE 511 16 LF X 4 = 64/ 5 LF = 21 ;'1 PLANTERS e 23 LF / 3 LF = 5 - PLANTER 5EATING 4 LF + q LF = 13 LF / 3 LF = 4 - PLAN LEGEND (JEFFERSON LN 4 IITH) — - - —PROPERTY LINE PLANTER SEATING 30 LF + 13LF = 43 LF / 3 = 14 14 (SUNSET LANE) BENCHES 23 X 2 = 46 46 TOTAL SEATS: q3 NOTE: PEDESTRIAN -ORIENTED OPEN SPACE TO BE ILLUMINATED TO 4 FO AVERAGE PER RMG BLOCK A 4-3-100.4.2.BI11. REFER TO EMERALD CITY TERRACE 5EATIN6 16 LF X q = 144 / 5 LF = 45 45 TRIANGLE 221 + 55 = 27q / 3 LF = q3 q3 ENGINEER, INC. EI.OI FOR PHOTOMETRIC BENCHES 13 X 2= 26 26 CALCULATION PLANTER 5EATING 2 LF / 3 LF = -I l TOTAL SEATS: I14 TOTAL 5EAT5 PROVIDED: 261 STATE OF NOTES Wb11N m ((Uj�) WDAPCWTGGT I. SURVEY PROVIDED BY AXI5 5URVEY5 4 MAPPIN6, I5241 NE BOTH 5T, REDMOND, KA g5052, (425) 523-5-100. WAIjup a 2. 51TE PLAN PROVIDED BY KPFF, 1601 FIFTH cemrlcAn: W. lI AVE, SUITE 1600, SEATTLE, WA g5101 oaoas eno�vza (206) 622-5522. 3. SOURCE DRAWING WA5 MODIFIED BY TALENHANCEMENT. A EA CONSULTANTS FOR VISUAL ENHANCEMENT. NOT FOR CONSTRUCTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE AGENCIES FOR REVIEW AND Know W63T4 below. APPROVAL. UNTIL APPROVED, THESE PLANS ARE,ARE: Call before you dig. SUBJECT TO REV1510N CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUEMITTAL NO, I REVISION EP o. BY I DATE I APPR I w AS NOTED DATUM AIIIIIIIIIIIII CITY OF ' FENTON Plc n ning/Building/Public Works Dept. R-41'7 899 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING MHerrera 04/06/2022 DEVELOPMENT ENGINEERING msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD rAW RENTON, WA 98056 PEDESTRIAN -ORIENTED SPACE PLAN O N O O CV i' LO O M O O O O a Z) J ce) M CM O O O 00 roll JEFFERSON LANE NE dddddOWE OW�l�dd c An u .j J POTS, TYP. O 6-1 RISERS AT 0.54' (n WITH HANDRAIL5 (SEE CIVIL) ACCESSIBLE TERRACE BUILDING B eTERRACED SEATING/ PLANTING WALL, TYR 0. 0 1.4 RETAINING WALL WITH FORM FINISH e SIMILAR TO 6.1 !6.0 4 N NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 1 BOLLARDS, TYP. II � SEATING/ PLANTING /L WALL JIM • lisomie • IER.- • TREE ORATE, A HALL, TYP. r II,E �-�-�,. IIIa'J�iiA 9 9I4 6 5.205 .4 7 4 b.3 14 4.0 ROOM MORE I�! r MEMO I ONES � I� �0 +fad . drwr I.ddd �1 M111111111111 1 ��ii111111111i�� - ■II�I�I�Y�I 'I. TERRACED PEDESTRIAN -ORIENTED -{1 SPACE ON NE IITH ST 5 SCALE: NT5 1 0.2 % \ r DEGORATIVEA SCREENS 5 2.4 \ e , 4.24.31.OAT.1+" VIEWPORT I- TERRACED SEATIN(S N GRAPHIC SCALE NORTH NTH o IN FEET) Cu, 9 � � O 10� O SGALE:I"=2o' g NOTE: REFER TO EMERALD CITY ENGINEER, INC. ELOI FOR PHOTOMETRIC CALCULATION 8 sTAV OF NOTES i H.bII1l5,ON guwi �AncwTeOT I. SURVEY PROVIDED O AXIS SURVEYS e u - _ MAPPING, 15) & 3 90TH 5T, REDMOND, WA 96CY2, AN P OVIDE IB 0. NAI$P W.l 2. SITE PLAN PROVIDED TL KPFF, 1601 FIFTH cemrlcAn: tYJ.I]bl AVE, SUITE 1600, SEATTLE, WA QHIOI e,auas eneCvza (206) 622-5522. 3. SOURCE DRANING NA5 MODIFIED BY o TALA5AEA CONSULTANTS FOR VISUAL W ENHANCEMENT. E NOT FOR CONSTRUCTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE ry A6ENLIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, o Know W63t'e below. THESE PLANS ARE: Call before you dig. 51LI IEGT TO REV1510N BOLLARDS BUILDING A 6 0.\ r f 0. ., 4 �.2 0. yr '� �. 3 ��;�kJ. 4 �� 0.2 0. TIN2 0.1 0. SEAG/ PLANTING e J WALL ! n ? n 1 VIEWPORT 2- TRANCLE E PEDESTRIAN -ORIENTED SPACE LEGEND ® KAY PARK LANDMARK PARK BENCH KAY PARK LOOP STYLE BIKE RACK WITH ®i 1-5/& OD TUBING BOLLARD5 - SUN VALLEY LIGHTING MODEL: BB5G-TOP ®i O POTS 6,1 PLANTERS e O TRASH RECEPTACLE e ® 2 X 2 SCORED CONCRETE PAVER .- 1dlPLANTER FOT5,TYP. 31,400 ,.. linrlii'eSLOPED HALK INN1,rr,��11'YI Idd1�d1 Ildobsomm1 YOXIY-AldsommtldLiiilidiil mar 13.66.3 6.4 9.011 NUNN TREE ORATE,TYP. co - 0 8.5 E (.I ,;.4 3. 4 VIEAPORT 3 5E BLOCK B ® SUNSET BLVD SCALE: I"=20' , JEFPERSON LANE NE STEPPED PLANTER I WALLS 0 1 I 7 1,,5 I� Iu1i 41k II 3 c* to F$ O ®! ,•� 4' HT PICKET FENCE ua 2 2- /) 4.9 5.� D f2 E 4. 8.� v 4 8.I 11 i.D �'2 .2 1. 44 J 7.Q 4. 1.4 C B, VIEWPORT 4 SCALE: I"=20' NOTE: PEDESTRIAN -ORIENTED OPEN SPACE TO BE ILLUMINATED TO 4 FC AVERAGE PER RMC 4-3-100.4.2.15111. REFER TO EMERALD CITY ENGINEER, INC. EI.OI FOR PHOTOMETRIC CALCULATION 1 CIVIL CONSTRUCTION PERMIT 1 103/12/211ZLN AS NOTED 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 08/31/21 um m EPN 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 01/W/22 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 03/11/22 7, LK I EPm ATM F NEff ONE NOW 9sLE aNur NO. REVISION BY I DATE I APPR CITY OF RENTON DATUM Planning/Building/Public Works Dept. R-4178100 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IN CURRENT PLANNING DEVELOPMENT ENGINEERING r� MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD rD RENTON, WA 98056NE PEDESTRIAN -ORIENTED SPACE PLAN O N O O N i LO 0 M 0 0 0 0 Q J M C`') (h O O O 00 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DO v 0 0 Lu �111� �-'III■11� -- _• — .• -- �i.irir �r�r'rrfy •� 11, II I ■ I. NEW OPEN OPEN - WINE �'11 II �I um WIN STORMI VAULT 1 f � f-NIA [q p II I ill G I lip !J� I — 1 FENC I NS PLAN GRAPHIC SCALE NORTH IN FEET PLAN LEGEND FENCE TYPE LEGEND - - PROPERTY LINE 46" ALUMINUM PICKET FENCE - SEE DETAIL e O 30 60 120 AIus 5GALE: I"=60' 42" GUARD RL -SEE DETAIL e STAY LP NOTES �m MUNI ((Uj�) LNDAPCWTGGT I. SURVEY PROVIDED BY AXI5 5URVEY5 e MAPPING, 15241 NE 90TH 5T, REDMOND, INA 96052, (425) 623-5700. NA mrP— 2. 51TE PLAN PROVIDED BY KPFF, 1601 FIFTH cemrlcAn: W. lI AVE, SUITE 1600, SEATTLE, WA QHIOI oauas eneCvza (206) 622-5522. 3. SOURCE DRANINS, NA5 MODIFIED BY TALPSAEA CONSULTANTS FOR V15UAL ENHANCEMENT. NOT FOR CONSTRUCTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE AGENCIES FOR REVIEW AND V� II.. APPROVAL. UNTIL APPROVED, Know edr'e 4e10W. THESE PLANS ARE, Call before you dig. 5Uf3.1EGT TO REV1510N RAILING STYLE TO BE DETERMINED BY OWNER CAST ALUMINUM WALL GLIP A 3 D X FIN15H GRADE SHOE MOUNT, BOLT e EPDXY TO SLAB i1 N11 -- 45" l 1 , �, } NO, TRANSFORMERS TRANSFORMERS O.G. MAX. I" SO. ALLUMINUM RAILS AT 4 7/&" O.G. 6" 50. ALLUMINUM P05T5 VARIES 42" CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION -EMBEDDED MOUNT IN CONCRETE o5% GOMPAGTED 5UBGRADE OR UND15TURBED NATIVE 501L BY I DATE I APPR EP �OXo AU AS NOTED DATUM ALUMINUM PICKET FENCE— EXAMPLE AIIIIIIIIIIIII CITY OF ' FENTON Plc n ning/Building/Public Works Dept. R-417 8101 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING OI I DEVELOPMENT ENGINEERIN MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 FENCING PLAN 0 N O O O T N i' Ln O M O 0 0 0 a Z) J M CM CM O O O Go I 'e, NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 IP NORTH, RANGE 05 EAST, W.M. 00 0 a 0 W H Q W J O — I -_� =��e `i1�'�—�_—__ .-----��.. �YYYWII'• r_,�_"�re�.�ni111 1153 I' I� 1;5511 SEE .I 1 illi—_ MEN 545 �I I� 545 SEE W —.� — -,- — ERE lul� t 556 ,aa, a�ni�n r 655 656 L�II�S( 65l 656 652 65g f/ 56I b41 660 / 544 661 666 866 822 H2O 818 � 616 614 612 6101 809� '- 80 85C NE SUNSET 5LVD - APHIC 5CALE NORTH PLAN LEGEND IN FEET ) 0PROPERTY LINE 30 60 120 SURVEYED TREE LOCATION (CONIFER? >E6IDUOU5) SCALE: I"=60' X TREES TO BE REMOVED (CONIFER/DEODUOUS) * TREES SURVEYED BY SUSAN PRINCE OF CREATIVE LANDSCAPE SOLUTIONS I5A CERTIFIED ARBOR15T #146I TRIAD CERTIFIED ARBORIST #4SI xAtea NOTES MM wsueenir I. SURVEY PROVIDED BY AXI5 SURVEYS 4 MAPPING, 15241 NE BOTH 5T, REDMOND, KA 4 96052, (425) 623-5100. 2lA r�vopg�e CfAiIfIDAR lb. tla9 2. SITE PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE 1600, SEATTLE, WA g8101 (206) 622-5622. 3. SOURCE DRAWING WAS MODIFIED BY TALASAEA CONSULTANTS FOR VISUAL ENHANCEMENT. LN Know what's below. Call before you dig. 2rain RV06-LZ/l]IF,L4 If�i17ralZ THE5E PLANS HAVE BEEN e MITI TO THE APPROPRIATE A HC,IES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THE5E PLANS ARE: 5UBJEOT TO REVISION CIML CONSTRUCTION PERMIT CIML CONSTRUCTOR PERMIT RESUBM17AL NO. I REVISION ���Es_..i MMMI p o DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT �F Renton O TREE RETENTION WORKSHEET Planning Division 1055 South Grady Way -Renton, WA 98057 Phone: 425430-72001 www.rentonwa.gov 1. Total number of trees over 6" diameter', or alder or cottonwood trees at least 8" in diameter on project site 67 trees 2. Deductions: Certain trees are excluded from the retention calculation: Trees that are dangeroU52 4 trees Trees in proposed public Streets 35 trees Trees in proposed private access easements/tracts trees Trees in critical areas3 and buffers trees S'ITotal number of excluded trees: 39 trees 3. Subtract line l from line l: 26 trees j9 4. Next, to determine the number of trees that must be retained`, multiply lure 3 by: 0.3 in zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones \ 0.1 in all commercial and industrial zones 3 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over 8" in diameter that you are proposing'to retain: o trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or lest' stop hem. No replacement trees are required) 3 trees 7. Multiply line 6 by 12" for number of required replacement inches: 36 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum 2" calmer trees required for replacement otherwise enter al 2 inches per tree or 6'NconI rper 2"equiv. 9. Divide line 7 by line 8 for number of replacement trees6: (If remainder is .5 or greater, round upto the newt whole number) 16 trees ' Measured at 4.5'al ve grade. A tree conifer, in a written report, as dead, terminally diseased, damaged, or otbemise dangerous to persons or property by a licensed landscape architect, or rertified arbonst and approved by the City. critical areas, such as wetlands, streams, floodplalns and protected slopes are der red In RMC 4-3-D50. )� ° Court only those trees to be remained outside of critiml areas and buffers. 'The May may require modification of the tree retention plan W ensure retention of the maximum number of trees per RMC4 130 17a. When the required number of protected trees cannot be reamed, replacement trees, with at least twoiavh D') zapper or an evergreen at least six feet (a) Hall, shall be planned. See RMC 4-4130.1­1.1.isdd for moribund types of replacement trees. HACIOU atArarmi-TemplateASIF Help HandamsWimnlMUree Retention Wod,heet Eow III IF W WE Nor AS NOTED �� DATUM OCITY OF RENTON Planning/Building/Public Works Dept. R-41'18102 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera. 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 TREE RETENTION PLAN aO O CV O b C N In O M O 0 O C) a J M C'M DO C) CD 00 Mr ­ Er �011 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 let all 0 W Fee cr W J O ON -SITE TREE INVENTORY Proceed n Protonic! cazmvroe n proposed Action caz/ra/LOD n Actioncarrtpz/too atria, RM. Remove Radius in Her Rat. Remove Radius In fee[ RBL R¢IMVe RadWS In lee[ g c Tree Adj. Di m i Tree atl1. Drip- TrM DBH adf' Drip- Ilne Wind- OK In b by SWIM 10 CBH O9H IM Wintl- OK in Health oNe[6/Common¢ g — o — v u R Tap Spe[Ies ID DBH DBX Ne Wmd- OK In HeaIN Delec[s/fmm�nn[s c B — 9 — e # Tee speaker lD Inches DBH Health Oefec6/Comman6 g ° m — £ m # Inches InCM1ee radius firm Grove is as— v H # IncM1g Inches radlua Flrm G,we m �' c # IncM1ee radius firm Grove > c feet E N W E s a j4, ~[ _ € N W E s B fw[ ue' N W E 5 9 — S in cK— > 8 — ¢ i i Poor pruning with daay, 13 841 Lonc an 8 8 18 OK Typical of species 1 18 18 18 18 1 1 Suppressed canopy, roots brolren branches, tleatl Plane 27 857 Gray Poplar y p 12 12 6 Fair lik lifting asphalt, Ivy from 1 6 6 6 fi 1 1 827 Common hawthorn 6 6 6 Fair wood, tleatl twig, delay, 1 6 6 6 6 1 mot crown to 50' London Girdled by wire fence, throughout, moss and 14 843 Plane 6 6 Ifi Y Fair Typical of species 1 Ifi 16 Ifi 16 1 1 lichen 28 858 Gray Poplar 14 14 12 Fair previous top loss, roots lifting concrete 1 12 12 12 12 1 Western Cc,dominant leaders with included bark x2 @ root Poor pruning with de ay, Girdled by wire fence, bmlarn branches, dead 15 844 red cedar 5, 4 6.5 4 Poor crown, thin canopy, dead 1 4 4 4 4 1 2 828 hawthorn 6 6 6 Fair wood, dead twigs, display 1 6 6 6 6 1 wood, dead twigs, 29 859 Douglas fir 9 9 14 Fair previous top loss, roots 1 14 14 14 14 1 throughout, moss and Flagging liftima concrete lichen Co,dominant leaders with 30 865 Ornamental 6 6 8 OK Typical of species I a 8 8 8 1 1 Poor pruning with decay, induced bark x2 @ root common broken branches, dead 16 845 Wester° retl cedar 4, 4 5.5 4 Poor crown, thin mno dead 1 4 4 4 4 1 31 Bfi6 Ornamental 6 6 0 OK Typical of species 1 8 8 8 8 1 1 3 $29 hawthorn 6 6 5 Fair wood, tleatl twigs, decay 1 6 6 6 6 1 wood, dead twig, per Om throughout, moss and feature Hidden 32 867 epar 6 6 8 OK Typical of species 1 8 8 8 8 1 1 Western Codornmanm leaders with Melded bark as reduced! Poor pmning with decay, 33 868 OmWar 6 6 8 OK T I of s Typical pecies 1 8 8 8 8 1 1 common brolen branches, dead 17 846 red cedar 4, 4 5.5 4 Poor ro t@ root crown, thin 1 4 4 4 4 1 War Japans 4 830 hawthorn 6 6 6 Fair wood, deatl twigs, decay 1 6 6 6 6 1 canopy, dead wood, tleatl throughout, moss and twigs, Flagging 34 Bfi9 maple 6 fi 9 OK T lofs Typical pecies 1 9 9 9 9 1 1 1 lichen London Poor pruning with decay, Poor pruning with decay, 10 847 Plane 6 6 10 Fair cavity @ Whose, typical 1 10 10 10 10 1 Common brokees n branch, dead a species London 5 831 hawthorn 6 6 6 Fair wood, dead twigs, decay 1 6 6 6 6 1 throughout, moss and 19 849 plane 9 9 16 OK Typical of species 1 Ifi 16 16 16 1 1 lichen Co-tlomin ei leaders with lulled bark x2 root Poor pruning with deceY, Common rhdead broken branches, 20 850 Western 4, 3 5 4 Fair grown, thin canopy, a�a 1 9 4 4 4 1 6 832 hawthon 6 6 fi Fair wpod,dvad twigs, aeray 1 6 fi fi b 1 red cetlzr wood, tleatl twigs, OhrougMuq moss and Fla ming lichen Co -dominant leaders with included bark x2 @root Poor pruning with decay, Common broken branches, deadWestern 21 $51 redar d ce 7, 2 7.5 5 Fair crown, trunks twisted, 1 5 5 5 5 1 7 833 hawthornbasedthrow 6 6 6 Fair igs, delay woad, based things, n 1 6 6 6 6 1 thin canopy, tleatl wood, throughout, moss and 9 dead twl s fla in lichen 22 852 London plane 10 10 16 OK Typical of species 1 16 Ifi 16 Ib 1 1 Root crown gall, typral of 8 834 Spence 11 11 6 OK 1 6 fi fi 6 1 1 853 London plane 16 16 22 OK Typical of species 1 22 22 22 R 1 1 ies SDOC23 London 9 835 14 14 Ifi OK Typical of species 1 16 16 16 16 1 1 24 854 London Plane 16 16 22 OK T ypice of species 1 22 22 22 22 1 1 plane Poor pmning with deny SO 837 London plane 8 8 12 Fair 05'towards Aided, typical 1 12 12 12 12 1 London of spades 25 855 plane 27 27 25 OK Typical of species 1 25 25 25 25 1 1 11 839 London 6 6 16 OK Typical of species 1 Ifi 16 16 16 1 1 Ivy @ root crown up to Plane 26 856 Grey Poplar 12 23.5 6 Fair 35', co dominant leaders with Included bark x2 @ 1 6 6 6 6 1 CodommaM leaders with 12 840 Warren 4,2, 6.5 6 Poor induced bark x4@root 1 6 fi 6 fi 1 20 root crown, mots red cedar 2, 9 crown, typical of somas, breaking concrete typical Flagging, coning I offspecons 13 "1 Lantlon 8 8 18 OK T ypical of species 1 18 18 18 18 1 1 Plane 14 1 U3 London 6 6 I6 Y Fair Typical of species 1 16 16 16 16 1 1 Plane xATs a L,w� TfLT rva Idg vata®e ceaTIFKATe xo.Im4 �� anBrmz4 fD Know what's below. Call before you dig. NOTES I. SURVEY PROVIDED BY AXI5 5URVEYS 4 MAPPING, 15241 NE c1l 5T, REDMOND, KA 46052, (425) 623-5'100. 2. SITE PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE I600, 5EATTLE, WA kill (206) 622-5622. 3. SOURCE DRAWING WAS MODIFIED SY TALASAEA CONSULTANTS FOR VISUAL ENHANCEMENT. 2WEill%L4111igF,L41f41111M Z THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE AGENCIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLAN5 ARE: 5U5JECT TO REVISION R-41'18103 IN COMPLIANCE WITH CITY OF RENTON STANDARDS T PLANNING 04/06/2022 DEVELOPMENT ENGINEERINGa msippo 04/07/2022 va F 1 CIVIL CONSTRUCTION PERMIT °' 7LN scus AS NOTED sumuLv gZroh mxru: DATUM O CITY T7 CI l Y OF RENTON Planning/Building/Public Works Dept. SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 TREE INVENTORY- ON-51TE pers 2 CIVIL CONSTRUCTON PERMIT RESUBM17AL 0/31/21 08/31/21 EP 3 CIVIL CONSTRUCTION PERMIT RESUBM17AL 01/07/22 was 4 CIVIL CONSTRUCTION PERMIT RESUBM17AL 03 11 22 FH 8 LK p �1 L i el EP �� NO. REVISION BY DATE APPR Fis M e1Wj§ Co N O C) rs— Al LO C) M O O C) Q J ce) C'M M C) C) W Mr— LL 11 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 Fit O 0 W F_ OFF -SITE TREE INVENTORY PFormed Action CRz/m2/Lao Ret. Remove Radius in fat # Tree Top Species DBH DBH Drip- line Wind- OKin HealthDefects/Comments - # ID Inches Inches ratlius firm Grove - feet - E N W E 5 > Western 1 801 red 20 20 14 Y Fair Thin canopy, dead wood, 1 14 14 14 14 cedar dead twigs Western Co -dominant leaders with z 802 red 16, 21.5 14 Y Fair included bark x2@3', thin 1 14 14 14 14 cedar 14 canopy, dead wood, dead twigs, typical of species Western Co -dominant leaders with 3 804 red 9,13 16 12 Y Fair Included bark x2 @ 4', thin 1 12 12 12 12 cedar canopy, dead wood, dead twigs Co -dominant leaders with Western 12, included bark x2@T, thin 4 804 red 17 12 Y Fair 1 12 12 12 12 cedar 12 canopy, dead wood, dead twigs Co -dominant leaders with Western included bark x2 @ T, thin 5 805 red 10,5 11 12 Poor 1 12 12 12 12 cedar canopy, dead wood, dead twigs, dying Western 6 806 red 12 12 12 Poor Thin copy, dead wood, canopy 12 12 12 12 cedar dead Idling1 gs' Western Cardominant leaders with 2 807 red 7, 7, 14 12 Poor included bark x4 @ 3, thin 1 12 12 12 12 cedar 8,6 canopy, dead wood, dead twigs, dying Western Dead wood, dead twigs, B 808 red 12 12 12 Poor 1 12 12 12 12 cedar thin canopy, dying Western 8, 7, Co -dominant leaders with 9 809 red14 18 Poor included bark x3@T, dead I 18 18 18 18 cedar 9 wood, dead twigs, dying Western Dying, dead wood, dead 10 810 red 11 11 18 Poor 1 18 18 18 18 cedar twigs Co -dominant leaders with Western 13, included par rk x3@root 11 811 red 10, 19 18 Y Fair crown, dead wood, dead 1 18 18 18 18 cedar SO twigs, asymmetric canopy towards south Western Typical of species, dead 12 812 red 18 18 18 Y Fair wood, broken branches, 1 18 18 18 18 cedar dead twigs FAIB OP L4D ��MLMIBLT NA LE PAPIae pBIMIUaE tb. 12D9 r7asm insnnal ju Know what's below. Call before you dig. I. SURVEY PROVIDED BY AXIS SURVEYS 4 MAPPING, 15241 NE 90TH 5T, REDMOND, WA 96052,(425) 625-5700. 2. 51TE PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE 1600, 5EATTLE, WA 98101 (206) 622-5,522. 5. SOURCE DRAWING WAS MODIFIED SY TALASAEA CONSULTANTS FOR VISUAL ENHANCEMENT. NOT FOR CONSTRUCTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE A6ENCIE5 FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION proposed Action CR2/rP2/L0D get. Remove Radius in fat # Tree eB Spades DBH ABH Drip- Ilne Wind- OK In ryealth Defects/Comments - # ID Inches Inches radius firm Grove - feet N W E S s' g Western Co -dominant leaders with 13, included bark x2 @ 4', dead l3 813 red 11 17.5 18 Y Fair twigs thin canopy, dead 1 18 18 18 18 cedar wood Western 14 814 red 14 14 18 Y Fair Dead wood, thin canopy, 1 18 18 18 18 cedar dead twigs Go dominant leaders with Western 13, included bark x2@T, 15 815 red 20 18 Y Fair 1 18 18 18 18 cedar 15 typical of species, dead wood, dead twigs Western Co -dominant leaders with 16 816 red 13, 17.5 18 OK included bark x2 @ 2', 1 18 18 18 18 cedar 12 typical of species, dead wood, dead twigs Western Co -dominant leaders with 17 817 red 15 B 19.5 18 Y Fair included ba rk A @ T, dead 1 18 18 18 18 cedar wood, dead twigs, flagging Western Co -dominant leaders with 1B 818 red 16,8 18 18 Y Fair included Par rk x2@4', thin 1 18 18 18 18 cedar canopy, dead wood, dead twigs Co -dominant leaders with included ba rk x2 @ 21 Western 13' , typical of species, thin 19 819 red 19 18 y Fair 1 18 18 18 18 cedar 14 canopy, cavity @ root crown up to 4'towards north Western Co-domina rut leaders with 20 820 red 10 17 18 Y Fair included bark x2@T, thin 1 18 18 18 18 cedar canopy Western Co -dominant leaders with 21 821 red 10, 19 18 OK included bark x2 @ 2, 1 18 38 18 18 cedar 16 typical of species, thin canopy Western 13, Co -dominant leaders with 22 822 red 13, 22.5 18 OK included bark x3@2', thin 1 18 18 18 18 cedar 13 canopy, typical of species Co -dominant leaders with Western included bark x2 @ 2, 23 823 red 14' 25 18 Y Fair some (tee flawing sap, 1 IS 18 18 18 cedar typical of species,"planted n 4'strip" CINL CONSTRUCTION PERMIT CINL CONSTRUCTOR PERMIT RESUBM17AL REVISION BY I DATE I APPR E Proposed DR2 Z/WD A bon get. Remove Radius in fat # TMa Tog Spades DBH DBH DN Drlp- line Wind- OKin HeaIM Defer¢/Comments - # 1D Inches Inches radius Firm Grove feet a p e N w E 5 s' g Western Thin canopy, moss and 24 824 red 23 23 18 OK lichen, typical of species, 1 18 18 18 18 cedar planted in 8' Western Thin canopy, co -dominant 25 825 red 21 21 18 y Fair leaders with included bark 1 18 18 18 18 cedar x3 @ 30', strong leaders Western I Typical of species, thin 26 826 red 19 19 18 Y Fair canopy, "planted in an 8' I 1 18 18 18 18 cedar bed" R-41-18104 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera 04/06/2022 '� msippo 04/07/2022 v AS NOTED m O CITY OF SOLERA PENTON 2842 NE SUNSET BLVD RENTON, WA 98056 DATUM L2. �=" 2 Planning/Building/Public Works Dept.IF NOT WE HCH i 9E' y TREE INVENTORY - OFF -SITE 1Ta Co CV O T O O N Al to O M O O O O Q J GO CV) C7 O O O 00 T i7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST W_M 00 ell 0 w Q w J O PLAN LEGEND —PROPERTY LINE * TREES SURVEYED BY SUSAN FRINGE OF CREATIVE LAND5GAPE SOLUTIONS ISA CERTIFIED ARBORIST #1461 TRAO CERTIFIED ARBORIST u451 TREE REPLACEMENT NUMBER OP REOUIRED TREE REPLACEMENTS ID LARGE TREES SCIENTIFIC NAME COMMON NAME SIZE 61TY CHAMAEGYPARI5 NGOTKATEN515 WEEPING ALASKA GEDAR 6 HT IT PENDULA •PSEUDOTEUGA HENZIE511 DOUGLAS FIR 6' HT -I Q THUJA PLIGATA WESTERN RED GEDAR 6'HT 10 • THUJA PLIGATA 'EXCELSA' EXGEL5A AESTERN 6' HT 14 RED GEDAR TOTAL TREE REPLACEMENT PROVIDED: 46 erAle p' NOTES LNa,vaEFTar I. SURVEY PROVIDED BY AXIS SURVEYS 4 MAPPING, 15241 NE BOTH 5T, REDMOND, WA gb052,(425) 625-5700. C/A 111 iAPlae 2. 51TE PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE 1600, 5EATTLE, WA g8101 (206) 622-51522. 8. SOURCE DRAWING WAS MODIFIED SY TALA3AEA CONSULTANTS FOR VISUAL - ENHANCEMENT. ' NOT FOR CONSTRUCTION THESE PLANS HAVE BEEN 1 CINL CONSTRUCTION PERMIT 1 103/12/211Z LN Sexi eUBMITil TO THE APPROPRIATE 2 CINL CONSTRUCTION PERMIT RESUBM17AL 09/31/21DESIGNED, AS NOTED mmr�"� A6 IES FOR REVIEW AND 3 CINL CONSTRUCTION PERMIT RESUBM17AL 01/07/22 EP I. below. APPROVAL. UNTIL APPROVED, Know what's THESE PLANS ARE: 4 CINL CONSTRUCTION PERMIT RESUBM17AL 03/11/22 PH 8 LK Callbefore you dig. SUBJECT TO REVISION P -_ IT DA7UM EIF Nor WH WE NO. REVISION BY DATE APPR D, svaz cma y BS TREE RETENTION WORKSHEET Print Form Reset Form Save For, DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT - �Rent6h O Planning Division 1055 south Grady Way -Renton, WA 98057 Phone: 425-430.72001 www.rentonwa.goy 1. Total number of trees over 6" diameter`, or alder or cottonwood trees at least 8" in diameter on project site 32 trees 2. Deductions: Certain trees are excluded from the retention calculation Trees that are dangerous' 4 trees Trees in proposed public streets trees Trees in proposed private access easements/tracts trees Trees in critical areas' and buffers trees Total number of excluded trees: 4 trees 3. Subtract line 2 from line 1: 28 trees 4. Next, to determine the number of trees that must be retained", multiply line 3 by: 0.31n zones RC, R-1, R-4, R-6 or R-8 0.2 in all other residential zones 0.1 in all commercial and industrial zones 3 trees 5. List the number of 6" in diameter, or alder or cottonwood trees over Be in diameter that you are proposing to retain: 1 trees 6. Subtract line 5 from line 4 for trees to be replaced: (if line 6 is zero or less, crop here. No replacement trees are required) 2 trees 7. Multiply line 6 by 22" for number of required replacement inches: 24 inches 8. Proposed size of trees to meet additional planting requirement: (Minimum r Caliper trees required for replacement otherwise enter of 2 inches per tree or 6 ht conifer per 2" equil 9. Divide line 7 by line 8 for number of replacement trees`: Ulf remainder is .5 or greater, round up to the next whole number) 12 trees Measured at 4.5' above guide. A tree certRrtQ in a renter report, as dead, terminally diseased, damaged, or otherwise dangerous to persons or property by a licensed landscape architect, or cortiped w1borist, and approved by the City ' Critical areas, such as wetlands, streams, noodplains and protected slopes, are defined N RMC 4-3-050. 4 Count only those trees to be rebind outside of critical areas and buffers. sThe City may require modification of the tree retention plan to ensure retention of the maximum number of trees per RMC 4-0-1301+7a. `when the required number of protected trees cannot be recall replacement trees, with at least a twoinch 1r) caliper or an evergreen at least six fee (6') oil, shall he planted, see RMC 44-13o.H.l.e.nd for prohibited types of replacement trees. HACEmpea\corm:-TemplTe:\serc-Help HandcueVlanNrglTrre Retention workshenAov de/2015 OCITY OF RENTON Planning/Building/Public Works Dept. R-41-18105 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERIN MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD Bop` RENTON, WA 98056 p L2.3 TREE RETENTION 8 REPLACEMENT PLAN O N ED ED C13 T N i LO O M O ED O C) N Q J cot CV) DO t7 ED L] 00 T Cc 211 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. I I 1 I I I I 1 I I I I I I II o 0 QQ _ -----------�„L SUNSrT BLVD SS BLOCK B PLANTING PLAN KEY SCALE: 1"-150' PERIMETER LANDSCAPING CALCULATIONS FOR At B, C, 4 D -I���r, r PER 10'5TREET 4F O TAeF LAND5GAPING PROVIDED 12$61 SF 1 - RIGHT-OF-WAY IMPROVEMEN75 LEGEND RIGHT-OF-WAY LANDSCAPING PER RMG 4-4-010.P.2*** 3S,216 5F O. STREET TREE*** 110 ** .3 * SEE PLANTING 5HEET(5) L4.0, L4.1, L4.2, L4, L4.4 AND L4.5 FOR PLACEMENT, SPECIES AND QUANTITY. PERIMETER PARKING LOT LANDSCAPE (0 BLOCK B ONLY) PER RMG 4-4-CIO.H.4 1O' FROM STREET RIGHT-OF-WAY PARKING LOT LANDSCAPE PER RMG 4-4-OlO.Fb. NOT APPLICABLE (DUE TO <I5 SPACES) TAR OF n �TfiGT EJA IH PMKBt CHilIPK.ATE Ho. tlG9 E�wIRE5 snam�a ■ Know what's below. Cal before you dig. 3( ■ ■ NOTES I. SURVEY PROVIDED BY AXI5 5URVEY5 I$ MAPPIN6, 15241 NE 90TH 5T, REDMOND, HA 96052, (425) 623-5100. 2. SITE PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE 1600, SEATTLE, WA 96101 (206) 622-5622. 3. SOURGE DRAHIN6 WAS MODIFIED BY TALASAEA CONSULTANTS FOR VISUAL ENHANCEMENT. NOT FOR CONSTRUCTION THESE PLANS HAVE BEEN 5U5MITTUP TO THE APFRO IIATE A6ENGIE5 FOR REVIEN AND AFFROVAL UNTIL ARfROVED, THESE PLANS ARE: SUBJECT TO REVISION R-41'18106 IN COMPLIANCE WITH CITY OF RENTON STANDARDS " PARKING LOT 8 PERIMETER LANDSCAPE PLAN CURRENT PLANNING O DEVELOPMENT ENGINEERING GRAPHIC SCALETM PLAN LEGEND pp MHerrera 04/06/2022 msi o 04/07/2022 ( IN FEET ) — — — —PROPERTY LINE SCALE: I"=20' E 1 CINL CONSTRUCTION PERMIT 03/12/21 °J xb 1Y9rlPo, O T� SOLERA 2 CINL CONSTRUCTION PERMIT RESUBMITTAL 0/31/21 ZLN scup AS NOTED mX°" m CITY OF 3 CINL CONSTRUCTION PERMIT RESUBM17AL 01/07/22 EP 2842 NE SUNSET BLVD r ¢�e RENTON N 4 CINL CONSTRUCTION PERMIT RESUBM17AL 03/11/22 FH d LK RENTON, WA 98056 o �� DATUM EP Planning/Building/Public Works Dept. L� NO. REVISION BY DATE APPR Bs o: � PARKIN& LOT 4 PERIMETER LANDSCAPE Co N ED ED C) Q N i to 0 M 0 ED 0 C) Q J GM C'M (7 C) ED O W i7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 0 0 a 0 w I— Q W W J 0 rn �. PARKING LOT $ PERIMETER LANDSCAPE PLAN PLANTING PLAN KEY ' SCALE: 1"-150' PERIMETER LANDSGAPIN6 CALCULATIONS FOR A, 5, C, 4 D vwrr f IPEP RMG 4-4 O"IO.F.I0' STREET E LANDSGAPIN6 PROVIDED 12561 5F RIGHT-OF-WAY IMPROVEMENTS LEGEND %%%jj RIGHT-OF-WAY LAND5GAPING PER RMG 4-4-0TO.F.2*** 36,2T6 5F O. STREET TREE*** 110 *** SEE PLANTING SHEET(5) L4.0, L4.1, L4.2, L4.3, L4.4 AND L4.5 FOR PLACEMENT, SPECIES AND QUANTITY. PARKING LOT LANDSCAPE CALCULATION li l i l i l PERIMETER PARKING LOT LANDSCAPE (® BLOCK B ONLY) 90 5F PER RMG 4-4-010.H.4 1O' FROM STREET RIGHT-OF-WAY PARKING LOT LAND5GAPE PER RMG 4-4-010.Fb. NOT APPLIGABLE (DUE TO <15 5PAGE5) STAR OF n L'IMP100WE 11RIC11111I EJA lH PMKBt CHiTIFK.ATE Ib. tlG9 E�wIRE5 snam�a 15 Know what's below. Cull before you dig. GRAPHIC 5CALE NORTH PLAN LEGEND 1 CIVIL CONSTRUCTION PERMIT 03/12/21 ( IN FEET) / > n — — — zLN m.+.L ,«o �su�w, O CITY OF {{�� {� /�/7u 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL 0/31/21 AS NOTED l i� l PROPERTY LINE 3 CIVIL CONSTRUCTION PERMIT RESUBM17AL 03/11/22 EP RENTON O 10 20 40 < CIVIL CONSTRUCTION PERMIT RESUBMITTAL O3/11/22 FH d LK RENTON SCALE: I"=20' EP _ �� DATUM (i Planning/Building/Public Works Dept. IF W WE WH NO. REVISION BY DATE APPR BS ""`'""'P0"" NOTES I. SURVEY PROVIDED BY AXI5 SURVEYS $ MAPPING, 15241 NE 90TH 5T, REDMOND, HA 96052, (425) 623-5100. 2. SITE PLAN PROVIDED BY KPFF, III FIFTH AVE, SUITE 1600, SEATTLE, WA 9610I (206) 622-5622. 3. SOURCE DRAHING WAS MODIFIED BY TALASAEA CONSULTANTS FOR VISUAL ENHANCEMENT. NOT FOR CONSTRUCTION THESE PLANS HAVE 55EN 515MITTEP TO THE APPROPRIATE A6ENUE5 FOR REVIEW AND APPROVAL UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION R-41'18107 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera 04/06/2022 '� msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD AWE RENTON, WA 98056 PARKING LOT 4 PERIMETER LANDSCAPE Co N ED T Q Q T N i to 0 M O O O C) N Q J GM cf) DO 0 ED O 00 i7 0 0 a w H- Q w J O rn GRAPHIC 50ALE NORTH PLAN LEGEND IN FEET ) PROPERTY LINE 5GALEW'=20' STATE OF III N11IT:)H WC5GV£IFCHIIEGT WA UE PM I:AMTR vNO. 12b1 evnea xtsr� 4 KIm what's below. Call before you dig. NOTES I. SURVEY PROVIDED BY AXI5 SURVEY5 4 MAPPING, 15241 NE 90TH 5T, REDMOND, WA 96052, (425) 623-5100. 2. 517E PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE 1600, SEATTLE, WA 96101 (206) 622-5622. 3. SOURCE DRAWING WAS MODIFIED BY TALASAEA CONSULTANTS FOR VISUAL ENHANCEMENT. IIroSim%i:4wrl]IL,31 gi107il THESE PLAN5 HAVE BEEN WBMITTED TO THE APPROPRIATE AGENOIE5 FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLAN5 ARE: e4 IEGT TO REV15ION NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. D n r z m r MATGHLINE L4.5 PLANT LIST- CONTINUED PLANTINGS PLAN KEY SCALE: 1"=150' SMALL TREES/LARGE SHRUBS SMALL TREES/LARGE SHRUBS O SCIENTIFIC NAME COMMON NAME 5GIENTIFIG NAME COMMON NAME AGER GIRGINATUM VINE MAPLE © MYRIGA GALIFORNICA PACIFIC HAX MYRTLE BLOODGOOD JAPANESE RED RAGE + AGER PALMANM 'BLOOD600D' NYSSA SYLVATIGA MAPLE BLACK TUPELO O AMELANGHIER ALNIFOLIA 5ERVIGEBERRYIV 0i 0 PARROTIA PER5IGA PARRVANE-TI PERSIAN PARROTIA GORNUS KOU5A X NUTTALLII KOUSA DOGWOOD O PHILADEII LEHI511 HILO MOCK ORANGE GORNUS KOU5A X NUTTALLII ® PRUNU5 HILLIER'S I PIRE' JAPANESE FLOWERING STARLIGHT' STARLIGHT DOGWOOD GHERRY'5PIRE' RUI • CAMELLIA JAPONICA JAPANESE CAMELLIA O RHODODENDRON 'ANAH ANAH RHODODENDRON RHODODENDRON RHODODENDRON GRATAEGU5 X HORDENEN515 TOBA HAWTHORN (E) 5ALIX PURPUREA 'NANA' DWARF ARCTIC, WILLOW JUNIPERU5 5GOPULORUM ® SKYROCKET JUNIPER 5G VIBURNUM PLIGATA 'TOMENT05A' DOUBLEFILE VIBURNUM SKYROCKET' ZELKOVA 5ERRATA GIN SPRITE ZELKOVA 1(7 CITY SPRITE' t CINL CONSTRUCTION PERMIT 1 103/12/2111 ZLN AS NOTED uvm DATUM CITY OF PENTON PENTON O Works Planning/Building/Public Works Dept. 2 CINL CONSTRUCTION PERMIT RESUBM17AL 0/31/21 _ EP 3 CINL CONSTRUCTION PERMIT RESUBM17AL 01/07/22 a CINL CONSTRUCTION PERMIT RESUBM17AL 03/11/22 PH d LK EP u NO. REVISION BY DATE APPR Bz o: PLANT L 1ST LARGE TREES SCIENTIFIC NAME COMMON NAME AGER TRUNCATUM X PLATOIDES 6RIM50N SUNSET MAPLE AE5GULU5 HIPP0GA5TANUM FRUITLE55 'BAUMANNII' HOR5EGHE57NUT GERGIS CANADEN515 EASTERN RED13UP CHAHAFGYPAR15 NOOTKATEN515 HEEPING ALASKA CEDAR PENOULA' CHAMAEGYPARI5 OBTUSA SLENDER HINOKI CYPRESS GORNUS NUTTALLII EDDIES WHITE WONDER T'6RA6II-15' 'EDDIES WHITE WONDER' DOGWOOD GINKGO BILOBA PRINCETON SENTRY 'PRINGETON SENTRY' GINKGO PLATAN05 X AGERIFOLIA YARNOOD PLANETREE PRUNU5 5ERRULATA 'KWANZAN' KJ,4ARZAN FLOWERING CHERRY TREE P5EUDOT5U0A MENZIE511 DOUGLA5 FIR 5TYRAX JAPONIGU5 JAPANESE SNOHBELL THUJA PLIGATA HE5TERN RED CEDAR THUJA PLIGATA 'EXGELSA' EXGEL5A HE5TERN RED CEDAR TILIA GORDATA CORINTHIAN LIVEN TILIA X EUGHLORA GRIMEAN LINDEN AMERICANA AMERIGAN ELM • ULMU5 FRONTIER FRONTIER ELM ZELKOVA 5ERRATA GREEN VASE ZELKOVA GREEN VASE' R-41'18108 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 PLANTING PLAN- TREES 4 LARGE SHRUB5 Co N O T C) Q T N i V7 O M 0 0 0 0 J GM C'M DO O CD O 0 i7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. co v 0 Nt 0 LU I— Q W J O E S o a I' O I1 I1 v m. m � , J LU , r J O F , I, I' I1 STREET LIGHT, TYP. 11 BIORETENTION, TYP. SEE CIV� 40' - - W\S 40' W _ W W 40, _ . W _ 40' - W. JEFFERSON LANE NE SS —SS ss Ss Ss T 0 PLANTING PLAN- TREES $ LARGE SHRUBS :g m O w O N M,m WA/mAlem GRAPHIC SCALE NORTH PLAN LEGEND IN FEET) — — —PROPERTY LINE G l� o PLANT LIST- CONTINUED SCALE: 1'=20' SMALL TREES/LARGE SHRUBS SMALL TREE5/LARGE 5HRUB5 NA=PM LC.111'IGAR w IJ elm s,e/mas is Know what's below. Call before you dig. NOTES I. SURVEY PROVIDED BY AXIS SURVEYS MAPPING, 15241 HE QOTH ST, REDMOND, WA 91525-5100. 2. 517E PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, 51JITE 1600, SEATTLE, WA 96101 (206) 622-5622. B. 5OURCE DRAWIN6 WAS MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. NOT FOR CONSTRUCTION THESE PLANS HAVE EEEN SUBMITTED TO THE APPROPRIATE A NCIE5 FOR REVIEH AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION i PLANTING PLAN KEY SCALE: "=150' O SCIENTIFIC NAME COMMON NAME SCIENTIFIC NAME COMMON NAME AGER GIRGINATUM VINE MAPLE 0 MYRIGA GALIFORNIGA PACIFIC WAX MYRTLE BLOODGOOD JAPANESE RED RAGE + AGER PALMATUM 'BLOODGOOD' NYSSA SYLVATIGA MAPLE BLACK TUPELO O AMELANGHIER ALNIFOLIA SERVI6EBERRY PARROTIA PER5IGA VANESSA' PERSIAN PARROTIA GORNUS KOU5A X NUTTALLII KOU5A D06WOOD O PHILADELPHU5 LEN1511 WILD MOCK ORANGE GORNUS KOU5A X NUTTALLII STARLIGHT DOGWOOD ® PRUNUS HILLIERI '5PIRE' JAPANESE FLOWERING 'STARLIGHT' CHERRY 'SPIRE' RHODODENDRON'ANAH ANAH KRU5GHKE CAMELLIA JAPONIGA JAPANESE CAMELLIA O KRU5GHKE' RHODODENDRON CRATAEGUS X MORDENEN515 TOBA HAWTHORN �O SALIX PURPUREA 'NANA' DWARF ARCTIC WILLOW JUNIPERU5 SGOPULORUM I ®3 VIBURNUM PLIGATA 'TOMENTOSA' DOUBLEFILE VIBURNUM 0 PC ® 'SKYROKET' SKYROCKET JUNIPER 4� ZELKOVA SERRATA CITY SPRITE ZELKOVA 'GIN SPRITE' 1 CIVIL CONSTRUCTION PERMIT 0//21 ""E" " p LN AS NOTED mrw xro 0fl6tl°°L"1°0198421991 DATUM CITY OF RENTON O Planning/Building/Public Works Dept. 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 08/3131 /21 1EP 3 CIVIL CONSTRUCTION PERMIT RESUBM17AL 101/07/221 a CIVIL CONSTRUCTION PERMIT RESUBMITfAL 0}/ry/24 FH°8 LK 11 EP �� "t0°o'"" NO, REVISION BY DATE APPR as PLANT LIST "a TREES u 5GIENTIR6 NAME COMMON NAME A6ER TRUNGATUM X PLATOIDE5 CRIMSON SUNSET MAPLE AE5GULU5 HIPPOGASTANUM FRUITLESS 'BAUMANNII' HOR5ECHE5TNUT 6ERCIS GANADENSIS EASTERN REDBUD CHAMAEGYPAR15 NOOTKATEN515 WEEPING ALASKA CEDAR PENDULA' 6HAMAEGYPARIS OBTU5A SLENDER HINOKI 'ORAGILI5' GYRRE55 CORNUS NUTTALLII EDDIES WHITE WONDER 'EDDIES WHITE WONDER' DOGWOOD 61NKGO BILOBA PRINCETON SENTRY 'PRINCETON SENTRY' GINK60 7ALi/LI�FS�d�J?3r7.74�/d�.... -AL1tI�i1�7 PRUNUS SERRULATA 'KWANZAN' KWANZAN FLOWERING CHERRY TREE P5EUD0TSUGA MENZIE511 DOUGLA5 FIR .�.dassarsr.�Non�r_Ty_cl� ��fr.>.r-a��Ltttt� THUJA PLIGATA WESTERN RED CEDAR THUJA PLIGATA 'EXGELSA' EXCEL5A HE5TERN RED CEDAR TILIA CORDATA CORINTHIAN LIVEN fi19s��19'Jit.�3�d�R9��JKIK7Kf� ULMUS AMERICANA AMERICAN ELM IULMU5 FRONTIER FRONTIER ELM 'ZELKOVA 5ERRATA GREEN VASE ZELKOVA GREEN VASE' R-417 8109 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING Mtj DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 IE SOLERA 2842 NE SUNSET BLVD M`° RENTON, WA 98056 PLANTING PLAN- TREE5 8 LARGE SHRUBS L J 0 N O O O T N % LO O co O O O O Q Z) J M ('M co O O DO 'nl NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DO V O 0 w a w J O HARRIN6TON PL NE 30' 30' 50, 50' BIORETENTION,, TTY}P.. E/ — ---- SE —_J4---. �45'_---- m --- --- VL14-0 L14-1 50' STREET LIGHT, TYP. 50' J I �k -- L4.3 I L4.4 I 11� I 17 PLANTING PLAN KEY SCALE: 1"=150' L4.2 INS,® SCIENTIFIC NAME COMMON NAME AGER TRUNGATUM X PLATOIDES CRIMSON SUNSET MAPLE AE5CULU5 HIPPOCA5TANUM FRUITLESS 'BAUMANNII' H0R5EGHE5TNUT GERGIS CANADEN515 EASTERN PED13UP GHAMAEGYPARI5 NOOTKATEN515 NEEPING ALASKA CEDAR 'PENDULA' GHAMAEGYPARI5 O5TU5A SLENDER HINOKI '6RAGILI5' CYPRESS \\ + GORNUS NUTTALLII EDDIES WHITE WONDER 'EDDIES WHITE WONDER' DOGWOOD GINKGO BILOBA PRINCETON SENTRY Q 'PRINCETON SENTRY' 61NK60 \ \ b� PLATANU5 X ACERIFOLIA YARWOOD PLANETREE PRUNU5 KWANZAN FLOWERING j 5ERRULATA KWANZAN' CHERRY TREE \ nt PSEUDOTSUGA MENZIE511 DOU6LA5 FIR \ s \ i � ISTYRAX JAPONIGU5 JAPANESE SNONBELL . THUJA PLIGATA WESTERN RED CEDAR THUJA PLIGATA EXGELSA' WESTERN RED CED RCEDAR \ TILIA CORDATA CORINTHIAN LIVEN TILIA X EUGHLORA CRIMEAN LINDEN ULMU5 AMERICANA AMERICAN ELM \ S� + `\ sN.�0, ULMU5 FRONTIER FRONTIER ELM + \ ZELKOVA 5ERRATA GREEN VASE ZELKOVA GREEN VASE' 52f7' m4 BLOCK A + so 25 x x PLANTING PLAN- TREES 8 LARGE SHRUBS MATGHLINE L4.5 GRAPHIC SCALE NORTH PLAN LEGEND N FEET) PLANT LIST- CONTINUED PROPERTY LINE SMALL TREES/LARGE SHRUBS SMALL TREES/LARGE SHRUBS O 10��40 SCIENTIFIC NAME COMMON NAME 5CIENTIFIG NAME COMMON NAME 5GALE: I"=20' {. AGER GIRGINATUM VINE MAPLE O MYRIGA GALIFORNIGA PACIFIC WAX MYRTLE + AGER PALMATUM 'BLOOD600D' � BJAPANESE LOOD600D MAPLE NYSSA SYLVATIGA RED RAGE BLACK TUPELO AMELANOHIER ALNIFOLIA 5ERVICEBERRY PARROTIA PER51CA VANE-O PARR PPI PERSIAN PARROTIA GORNUS K005A X NUTTALLII KOU5A DOGWOOD O PHILADELPHU5 LEWI511 WILD MOCK ORANGE R-4178110 Sure of NOTES • GORNUS KOU5A X NUTTALLII I. SURVEY PROVIDED BY AXIS SURVEYS ® PRUN05 HILLIERI 'SPIRE' JAPANESE FLOWERING H II49Td STARLIGHT DOGwooD GHERRY SPIRE' RbV5 IN COMPLIANCE WITH CITY OF RENTON STANDARDS � 'STARLIGHT' LnmscAse a4uxTraT 6 RHODODENDRON 'ANAH ANAH KRUSGHKE MAPPING, 15241 NE BOTH 5T, REDMOND, WA • CAMELLIA JAPONICA JAPANESE CAMELLIA O KRUSCHKE' RHODODENDRON He052, (425) e23-5100. CURRENT PLANNING Qj DEVELOPMENT ENGINEERING CJAm j;d 2. 517E PLAN PROVIDED SY KPFF, 1601 FIFTH GRATAE6U5 X MORDENEN515 TOBA HAWTHORN Q 5ALIX PURPUREA 'NANA' DWARF ARCTIC WILLOW AVE, SUITE 1600, SEATTLE, WA QHIOI JUNIPERus scoPULORUM �y�^�[ MHerrera 04/06/2022 msippo 04/07/2022 (206) 622-5822. ® 5KYROGKET JUNIPER 4/ VIBURNUM PLIGATA 'TOMENT05A' DOUBLEFILE VIBURNUM 3. SOURCE DRAWING WAS MODIFIED BY SKYROCKET' TALA5AEA CON5ULTANT5 FOR VISUAL ZELKOVA 'CITY SPRITE' 5ERRATA CITY CITY SPRITE ZELKOVA ENHANCEMENT. NOT FOR GON5TRUOTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE ABENSIUES FOR REVIEW AND below. VAL APPROVAL UNTIL APPROVED, KRUW what's THESE PLANS ARE Call before you dig. REVISION SUBJECT TO REVISION 1 CNIL CONSTRUCTION PERMIT I 103/12/211wj r o1 ZLN AS NOTED wmcu: x..o °f°2pd"' DATUM ` CITY OF mlk3 FtE TCI Planning/Building/Public Works Dept. SOLE RA 2842 NE SUNSET BLVD RENTON, WA 98056 PLANTING PLAN- TREES 4 LARGE SHRUBS 2 CIVIL CONSTRUCTION PERMIT RESUBMITfAL 08/31/21 CIVIL CONSTRUCTION PERMIT RESUeMITTAL 01/07/22 ¢D EP tea°°"' A CIML CONSTRUCTION PERMIT RESUBMNTAL 03 n 22 " FH:& LK L4.2 EP D. �� =VRD�w° NO. REVISION er DATE APPR �' `1`fih O N O T O O N X LO O M O O O O a J ra I(. / _ \_ SCREEN, TYR Po- AREA OF nuI I , •°a I,■`I■ Aei,• EVACUATION 1�I 111 I Ili 11111 -- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - I I I II I I I I I BIORETENTION, SEE - - - - - - - - - - - - - - - - -41 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. MATGHLINE L4.0 TRANSFORMERS, TYP. G I toO� CAST IN PLACE CONCRETE STEPPED PLANTER WALLS �5 Yo ZZ7 ffi Do° 000 �L ,I BLOCK B 0 3 D n r r Z rn r 11 LIN 11 11 11 11 ,Imm� I I %\� I "qw-e 4X8 TREE GRATE, TYP. J PLANTING PLAN KEY SCALE: I"=150' PLANT LIST "��� TREES SCIENTIFIC NAME COMMON NAME AESGULU5 HIPPOGA57ANUM FRUITLESS 'BAUMANNIV HORSECHESTNUT GERGI5 CANAUFN515 EASTERN REDBUD CHAMAEGYPARI5 NOOTKATENS15 WEEPING ALASKA CEDAR PENDULA' CHAMAE6YPARI5 OBTUSA SLENDER HINOKI 'GRAGILIS' GYPRE55 GORNUS NUTTALLII EDDIES WHITE WONDER 'EDDIES WHITE WONDER' DOGWOOD GINKGO BILOBA PRINCETON 5ENTRY 'PRINCETON SENTRY' GINKGO PLATANUS X ACERIFOLIA YARWOOD PLANETREE PRUNUS SERRULATA 'KWANZANI KWANZAN FLOWERING CHERRY TREE P5EUDOTSUGA MENZIE511 DOUGLAS FIR STYRAX JAPONICU5 JAPANESE SNOWBELL THUJA PLIGATA WESTERN RED CEDAR THUJA PLIGATA 'EXGELSA' EXGELSA WESTERN RED CEDAR TILIA GORDATA CORINTHIAN LIDEN TILIA X EUGHLORA CRIMEAN LINDEN ULMUS AMERICANA AMERIGAN ELM 1ULMU5 FRONTIER FRONTIER ELM ZELKOVA SERRATA GREEN VASE ZELKOVA �_ —�— _.-•�Y�' r ------ -- 1I GREEN VASE PLANTING PLAN- TREES $ LARGE SHRUBS g GRAPHIC SCALE Nofm PLAN LEGEND "FEET, F'PPER TY L�1E PLANT LIST- CONTINUED - - --:J o o� o SMALL TREES/LARGE SHRUBS SMALL TREES/LARGE SHRUBS 50ALE:I"=20' SCIENTIFIC NAME COMMON NAME SCIENTIFIC NAME COMMON NAME S O AGER GIRGINATUM VINE MAPLE O MYRIGA GALIFORNIGA PACIFIC WAX MYRTLE BLOOD6001) JAPANESE RED RAGE �+ AGER PALMATUM 'BLOODGOOD' MAPLE NY55A SYLVATIGA gLAGK TUPELO O AMELANCHIER ALNIFOLIA 5ERVIGEBERRY PARROTIA PERSIGA 'VANESSA' PERSIAN PARROTIA STATE OF NOTES GORNUS KOUSA X NUTTALLII KOUSA DOGWOOD O PHILADELPHUS LEWISII WILD MOCK ORANGE 9'5KYROGKET' JAPANESE FLOWERING VYI I)1 ` 1.woxese AiwxMT I. 5MVEY PROVIDED BY AXI5 5URVEYS 6 GORNUS KOUSA X NUTTALLII ® PRUNUS HILLIERI 'SPIRE' STARLIGHT DOGWOOD CHERRY 'SPIRE' MAPPING, 15241 HE 90TH 5T, REDMOND, WA 'STARLIGHT' RHODODENDRON 'ANAH ANAH RHODODENDRON N 51TEP PLAN &23-5PROVIDED B CAMELLIA JAPONICA JAPANESE CAMELLIA OoO KRUSGHKE' RHODODENDRON WA LQ rAwae 2. 517E PLAN PROVIDED BY KPFF, 1601 FIFTH camFICATE No. lI AVE, SUITE 1600, SEATTLE, WA 9HI01 F,wlaez smrmaa GRATAEGUS X MORDENEN515 TOBA HAWTHORN SALIX PURPUREA 'NANA' DWARF ARCTIC WILLOW (206) 622-5622. 3. SOURCE DRANING KA5 MODIFIED BY-UNIPERU5 SGOPULORUM SKYROCKET JUNIPER ® VIBURNUM PLIGATA 'TOMENTOSA' DOUBLEFILE VIBURNUM TALA5AEA CON5ULTANT5 FOR V15UAL 2 ZELKOVA 5ERRATA ENHANCEMENT. GIN SPRITE ZELKOVA w � 'GIN SPRITE' ' NOT FOR GON511`11RUOTION 1 CIVIL CONSTRUCTION PERMIT 03/12/21 THESE PLANS HAVE BEEN ZLN °Te x xn°Oiaeix, �11Y OF SUBMITTED TO THE APPROPRIATE 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 01/07/22 ° AS NOTED 111 11 PP ABE VAL FORREVIEW AND 3 CINL CONSTRUCTION PERMIT RESUBMITfAL Ot/OT/22 EP RENTON APPROVAL UNTIL APD, ; CIWL CONSTRUCTION PERMIT RESUBMITTAL 011 22 nrr.,ll``1I 11 11VV � Know what'sbelow, THESE PLANS ARE, / / FH��B LK DATUM Call before you dig. SUBJECT TO REVISION EP � °, � Pion ning/Building/Public Works Dept. s N0. REVISION BY DATE APPR R-417 8111 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING O DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 PLANTING PLAN- TREES B LARGE SHRUBS .3 O N O O O T N i' LO 0 M O O O 0 Q Z) J M DO CM O O O 00 -7 rde Q W J O NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. D 1 r r z rn r N PLANTING PLAN- TREES 4 LARGE SHRUBS 1 PLANTING PLAN KEY SCALE: 1"=150' GRAPHIC SCALE PLAN LEGEND PLANT LIST- CONTINUED IN FEET ) PROPERTY LINE SMALL TREE5/LARGE SHRUBS SMALL TREE5/LARGE SHRUBS O 10) � D SCIENTIFIC NAME COMMON NAME SCIENTIFIC NAME COMMON NAME SCALE: I"=20' O AGER GIRGINATUM VINE MAPLE O MYRIGA CALIFORNICA PACIFIC WAX MYRTLE AGER PALMATUM 'BLOODC�OOD' BLOOD600D JAPANESE NY55A SYLVATIGA RED RAGE ®a MAPLE BLACK TUPELO O AMELANGHIER ALNIFOLIA SERVICEBERRY PARROTIA PERSICA 'VA PERSIAN PARROTI OTIA �I GORNU5 KOU5A X NUTTALLII KOUSA DOGWOOD O PHILADELPHU5 LEHI511 WILD MOCK ORANGE •TAM Gp NOTES • 60RNU5 KOU5A X NUTTALLII ® PRUNU5 HILLIERI 'SPIRE' JAPANESE FLOWERING 'STARLI6HT' STARLIGHT DOGWOOD GHERRY'SPIRE' I. SURVEY PROVIDED BY AXIS SURVEYS f O RHODODENDRON�'ANAH RHODODENDRON MAPPING, 15241 HE 90TH ST, REDMOND, NA • CAMELLIA JAPONICA JAPANESE CAMELLIA 98052, (425) 623-STOO. INe✓Aag pAplBt 2. 51TE PLAN PROVIDED BY KPFF, 1601 FIFTH GRATAE6U5 X MORDENEN515 TOBA HAWTHORN 0 5ALIX PURFUREA 'NANA' DWARF ARCTIC WILLOW CBl11RGAlE xo. unr emI¢s w•rnr AVE, SUITE 1600, SEATTLE, HA 46101 ® JUNIPERUS 5GOFULORUM SKYROCKET JUNIPER !(e 2 VIBURNUM PLIGATA 'TOMENTOSA' DOUBLEFILE VIBURNUM (206) 622-5622 'SKYROCKET' 3. SOURGE DRANIN6 KAS MODIFIED BY 4+ ZELKOVA TALASAEA GONSULTANTS FOR VISUAL TERRATA 'CITY SPRITE' GIN SPRITE ZELKOVA ENHANCEMENT. 1 CIVIL CONSTRUCTION PERMIT 03/12/21 LN mrw xro NOT FOR CONSTRUCTION 2 CIVIL CONSTRUCTION PERMIT RESUBMNTPL 08/31 /21 AS NOTED DraDn,k"1°0198421991 � CITY OF moAp EPis O THESE RJ.N5 HAVE BEEN 3 CIVIL CONSTRUCTION PERMIT RESUBMRTAL 01/07/22 T) T]T�TTOT�T n r,l`! 1 1`! SUBMITTED TO THE ARIEH A CIVIL CONSTRUCTION PERMIT RESUBMRTAL 03 11 22 / / PH 8 LK AND AGENCIES FOT 2EVIEW AND DATUM below. APPROVAL. UNTIL APPROVED,ATVL EP Planning/Building/Public WOYkS Dept. Know what's THESE BANS A2E: Cell before you dig. SU15JEGTTOREV15ION NO, REVISION BY DATE APPR R5 " RDI"y PLANT LIST LARGE 7REE5 SCIENTIFIC NAME COMMON NAME AGER TRUNGATUM X PLATOIDE5 CRIMSON SUNSET MAPLE AE5CULU5 HIPPOGA5TANUM FFZUITLE55 BAUMANNI I' HORSEGHESTNUT GERGIS CANADENSIS EASTERN REDBUD GHAMAEGYPARI5 NOOTKATEN515 WEEPING ALASKA CEDAR PENDULA' GHAMAEGYPARI5 OBTUSA SLENDER HINOKI '6RAGILI5 CYPRESS CORPUS NUTTALLII EDDIES WHITE WODER 'EDDIES WHITE WONDER' DOGWOOD OINK60 BILOBA PRINCETON SENTRY 'PRINCETON SENTRY' GINKGO PRUNUS 5ERRULATA 'KHANZAN' KWANZAN FLOWERING GHERRY TREE P5EUDOTSU5A MENZIE511 DOU6LA5 FIR 5TYRAX JAPONIGUS THUJA PLIGATA THUJA PLIGATA 'EXCEL5A' TILIA GORDATA TILIA X EUGHLORA ULMU5 AMERICANA ULMU5 FRONTIER ZELKOVA 5ERRATA 'GREEN VASE' JAPANESE SNOWBELL WESTERN RED CEDAR EXCEL5A HE5TERN RED CEDAR CORINTHIAN LIDEN CRIMEAN LINDEN AMERICAN ELM FRONTIER ELM GREEN VASE ZELKOVA R-4118112 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNINGO DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 on SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 PLANTING PLAN- TREES 8 LARGE SHRUBS L O N O O O T N i` LO O co O O O O a J M co C2] O O O OD '•1 Q W J O rn PLANTING PLAN- TREES 8 LARGE SHRUBS GRAPHIC SCALE NORTH PLAN LEGEND IN FEET ) — — —PROPERTY LINE 5GALE: I"=20' �7 r1ury�; WATea ,V��\V " LHlplf.APl EIRWERSO MGXiV.T NA la PAWS! cemncAre 1a. um e�laes srsrox [51 Know what's below. Call belore you dig. NOTES I. SURVEY PROVIDED BY AXIS SURVEYS a MAPPING, 15241 NE 90TH ST, REDMOND, WA 96052, (425) H23-5100. 2. 51TE PLAN PROVIDED BY KPFF, III FIFTH AVE, SUITE 1600, SEATTLE, WA 90101 (206) 622-5522. 5. SOURCE DRAWING WAS MODIFIED BY TALA5AEA CONSULTANT5 FOR VISUAL ENHANCEMENT. Tl THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE AE CIES FOR REVIEH AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. MATGHI_INF 1.472 PLANTING PLAN KEY 5GALF: I"=150' PLANT LIST- CONTINUED LL TREE5/LARGE SHRUBS SCIENTIFIC NAME COMMON NAME NY55A 5YLVATIGA RED RACE BLACK TUPELO PARROTIA PERSIGA 'VANE55A' PER5IAN PARROTIA O PHILADELPHU5 LEWI511 WILD MOGK ORANGE ® PRUNUS HILLIERI 'SPIRE' JAPANESE FLOHERIN6 'SPIRE' CHERRY ANAH KPU5GHKE ORHODODENDRON'ANAH KRU5GHKE' RHODODENDRON 5ALIX PURFUREA'NANA' DWARF ARGTIG WILLOW �+O^� (•./ VIBURNUM PLIGATA 'TOMENTOSA' DOUBLEFILE VIBURNUM ZELKOVA 5ERRATA CITY SPRITE ZELKOVA 'GIN SPRITE' 1 PERMIT CIVILONS 08/31/21 `°- Lry AS NOTED =V °�41°"1°019B'�1991 DATUM ` CITY OF DL`T.TTOT.T 11 11VV RENTON Plonning/Building/Public Works Dept. 2 CIVIL CONSTRUCTION PERMIT RESUBMRTAL UCTIONUCTIONPERMI OB/31/21 Ro EP 3 CIVIL CONSTRUCTION PERMIT RESUBMTTA- O1/0)/22 a CIVIL CONSTRUCTION PERMIT RESUBMrtinL 03/n/22 FH 8 LK EPIF °Pm N0. REVISION BY DATE APPR as PLANT LIST LARGE TREES n_Alq\MIyGI\Ia�G1�SU'uI'uCI]J\GT'uI� AGER TRUNGATUM X PLATOIDE5 CRIMSON SUNSET MAPLE AE5GULU5 HIPPOGA5TANUM FRUITLESS 'BAUMANNII' HOR5EGHE5TNUT CERCIS CANADEN515 EASTERN REDBUP CHAMAEGYPAR15 NOOTKATEN515 WEEPING ALASKA CEDAR 'PENDULA' CHAMAECYPAR15 OBTUSA SLENDER HINOKI 'GRAGILIS' CYPRESS GORNUS NUTTALLII EDDIES WHITE WONDER 'EDDIES WHITE WONDER' DOGWOOD GINKGO BILOBA PRINCETON SENTRY 'PRINGETON SENTRY' GINKGO PLATANU5 X AGERIFOLIA YARWOOD PLANETREE FRUI 5ERRULATA 'KHANZAN' KWANZAN FLOWERING CHERRY TREE PSEUDOTSU6A MENZIE511 DOUGLA5 FIR 2 5TYRAX JAPONIGUS JAPANESE 5NOW13ELL THUJA PLIGATA WESTERN RED GEDAR THUJA PLIGATA 'EXCELSA' EXGEL5A WESTERN RED GEDAR TILIA CORDATA CORINTHIAN LIVEN TILIA X EUGHLORA CRIMEAN LINDEN AMERICANA AMERICAN ELM ULMUS FRONTIER FRONTIER ELM ZELKOVA 5ERRATA GREEN VASE ZELKOVA GREEN VASE' SMALL TREES/LARGE SHRUBS O SCIENTIFIC NAME COMMON NAME AGER GIRGINATUM VINE MAPLE (+ AGER PALMATUM 'BLOOD600D' BLOODGOOD JAPANESE MAPLE OAMELANGHIER ALNIFOLIA SERVIGEBERRY GORNUS KOUSA X NUTTALLII KOU5A DOGWOOD GORNU5 KOUSA X NUTTALLII STARLIGHT DOGWOOD CAMELLIA JAPONIGA JAPANESE CAMELLIA GRATAE6U5 X MORDENEN515 TOBA HAWTHORN ® JUNIPERUS 5GOPULORUM SKYROCKET JUNIPER SKYROCKET' OO MYRIGA GALIFORNICA PACIFIC WAX MYRTLE R-4178113 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 PLANTING PLAN- TREES 8 LARGE SHRUBS 5 0 N (D O O T N i' ED 0 M (D 0 0 0 N Q Z) J M M CM O O O 0 r7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 0 0 a LD F- LU J 0 U) 9 A MATGHLINE L4.1 PLANTING PLAN KEY SCALE: I"=150' D r PLANT LIST m MASSING SHRUBS r 561ENTIF16 NAME COMMON NAME 4 ® ABELIA X GRANDIFLORA GLO55Y ABELIA Q AZALEA 'HINO GRIM50N' HINO CRIMSON AZALEA 0 BERBERIS THUNBERGII 'CRIMSON JAPANESE BARBERRY PY50MY' (D CORNU5 ALBA 'KELSEYI' KEL5EY5 RED -OSIER DOGWOOD GORNUS SANGUINEA 'MIDWINTER O MIDWINTER FIRE FIRE' DOGWOOD O. C.ORNU5 SERIGEA 'FLAVIRAMEA' YELLOW TWIG DOGWOOD 0 ERIGA GARNEA 5PRINGW00D PINK SPRINGHOOD PINK' WINTER HEATH GRAPHIC SCALE NORTH PLAN LEGEND ( IN FEET ) +� -PROPERTY LINE PLANT LIST- CONTINUED lo� o FERN5, GRA55, 4 PERRENIAL5 GROUND COVER 5GALEW" 20' SCIENTIFIC NAME COMMON NAME SCIENTIFIC, NAME COMMON NAME 0 CALAMAGRO51­15 X AGUTIFLORA FOERSTER'S FEATHER # ANTHYRIUM NIPONIGUM JAPANESE PAINTED FERN 'KARL FOER5TER' REED BRASS VARIE5ATED JAPANESE MORROHII 'IGE - ARCT05TAPHYI-05 UVA-UR51 KINNIKINNIGK • GAREX DANCE' SEDGE O DESGHAMP5IA GESPITOSA TUFTED HAIR GRASS GROG05MIA LUCIFER GROG05MIA PARTHENOGISSUS B05TON IVY - EPIMEDIUM X RUB" RED BARRENWORT jk TRICU5PIDATA OAULTHERIA SHALL -ON SALAL — WA 5URFACE WATER EMEROENT5 SEED MIX 6 HEMEROGALLIS VARIETY DAYLILY x� ra�oN LAwscwxxTrcr rvA � vAaaae C@nIfIU.R Np. tlD9 eu� ansrma fD Know what's below. Call before you dig. NOTES I. SURVEY PROVIDED BY AXI5 9URVEY5 4 MAPPING, 15241 NE 90TH 5T, REDMOND, HA 46052, (425) 623-5100. 2. SITE PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE I600, 5EATTLE, HA 96101 (206) 622-5622. 3. SOURCE DRAWING HAS MODIFIED BY TALASAEA CONSULTANTS FOR VISUAL ENHANCEMENT. 2WIN ILNd/l]gF,L4 frolfil %z THESE PLAN5 HAVE BEEN `_UBMITTED TO THE APPROPRIATE AGENCIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLAN5 ARE: 5UBJEOT TO REVISION 5GIRPU5 ATROGING7U5 GAREX STIPATA AGR051-I5 EXARATA ELEOGHARIS PALUSTRIS JUNGU5 EFFU5U5 JUNGU5 TENU15 SGIRPUS MIGROGARPU5 5GIRPU5 AGUTU5 BLAGKGIRDLE BULRUSH SAHBEAK SEDGE SPIKE BENTGRA55 GREEPING, SPIKE RUSH COMMON RUSH SLENDER RUSH SMALL FRUITED BULRUSH HARD5TEM RUSH CINL CONSTRUCTION PERMIT CINL CONSTRUCTON PERMIT RESUBM17AL NO. I REVISION POLY5TIGHUM MUNITUM - RUBUS GALYGINOIDES - IRI5 DOU0LA5IANA BY I DATE I APPR EP AS NOTED 1� IF W WE WH SWORD FERN CREEPING BRAMBLE DOU5LA5'5 IRI5 E) EUONYMU5 ALATU5 'GOMPAGTUS' 0 FATSIA JAPONICA OHYDRANGEA MAGROPHYLLA HYDRANGEA OUERGIFOLIA ILEX GRENATA 'HELLERI' ©LEUGOTHOE FONTENASIANA NANA' MAHONIA AOUIFOLIUM 'GOMPAGTA' O NANDINA DOME5TIGA 'GULF STREAM' O 05MANTHU5 DELAVAYI 0 RHODODENDRON X 'PJM' RHODODENDRON 0 'SCARLET WONDER' ® R05A NUTKANA ® R05A RUGO5A O RUBUS PARVIFLORU5 5AR000OGGA HOOKERIANA * VAR. HUMILI5 ® 5ARC000GGA RUSCIFOLIA 5PIRAEA JAPONIGA 0 'LITTLE PRINCESS' TAXU5 X MEDIA ® 'HIGK511' DWARF BURNING BUSH JAPANESE FATSIA BIG LEAF HYDRANGEA OAKLEAF HYDRANGEA JAPANESE HOLLY DROOPING LEUGOTHOE COMPACT OREGON GRAPE GULF STREAM NANDINA DELAVAYI PJM RHODODENDRON 56ARLET WONDER DWARF RHODODENDRON NOOTKA P05E RU005A R05E THIMBLEBERRY FRAGRANT 5ARG000GGA 5AEFTBOX LITTLE PRINCESS JAPANESE SPIRAEA HIGK5 YEW R-41'18114 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING O DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 O CITY OF SOLERA SUNSET RENTON 2842 NE SUNSET BLVD ILmd RENTON, WA 98056 Plannin g/Building/Public Works Dept. PLANTING PLAN- UNDERSTORY Co N O T c Q T N Al LO C) M 0 0 0 0 Q J GM C'M C7 C) 0 O OD T i7 co v 0 Nt 0 LU Q W J O rn E3 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. II I� III I1 <Y , WJ Y , x F , Q , I1 STREET LIGHT, TYP. BIORETENTON, TYP. SEE CIVIL fso 1:8�RN MA4 v �SE — S5 SE SS 0* ** I 6� aa*e *l ,k A:** *** JEFFERSON LANE NE SE 5E SE SS SS T YM �A *** J 17 i PLANTING PLAN KEY SCALE:"=150' MATGHLINE L4.cl MATGHLINE L4.10 PLANTING PLAN- UNDERSTORI' GRAPHIC 50ALE NORTH PLAN LEGEND ( IN FEET) PLANT LIST- CONTINUED — — — —PROPERTY LINE FERNS, GRA55, 4 PERRENIAL5 GROUND COVER o low ao 5GALE:1"=20' SCIENTIFIC NAME COMMON NAME SCIENTIFIC NAME COMMON NAME O CALAMACR05TI5 X AGUTIFLORA F0ER5TER'5 FEATHER if ANTHYRIUM NIPONIGUM JAPANESE PAINTED FERN 'KARL FOERSTER' REED GRA55 0 GAREX MORROWII 'IGE DANCE' VARIEGATED JAPANESE — ARGT05TAPHYL05 UVA-URSI KINNIKINNIGK SEDGE O DE5GHAMP5IA CE5PIT05A TUFTED HAIR GRA55 XIk GROG05MIA LUCIFER GROG05MIA (( PARTHENOG155U5 TRIGU5PI DATA 505TON IVY — EPIMEDIUM X RUBRUM RED 13ARRENH0RT srAiea NOTES WA SURFACE WATER EMERGENTS SEED MIX 6AULTHERIA 5HALLON 5ALAL r�slxroroR was�M AlecRNrcr I. SURVEY PROVIDED BY AXIS SURVEYS 4 5CIENTIFIC NAME COMHON MHE 6 HEMEROCALLI5 VARIETY DAYLILY MAPPING, 15241 NE CIOTH ST, REDMOND, WA 5GIRPU5 ATROGINCTUS BLAGKGIRDLE BULRUSH 98052, (425) 523-5100. GAREX STIPATA SAWBEAK SEDGE POLY5TIGHUM MUNITUM 5HORD FERN nA Lff FAft<6t 2. 51TE PLAN PROVIDED BY KPFF, I601 FIFTHGD A6RO5T15 EXARATA SPIKE BENT&RA55 L@RIiIGNE ro. un AVE, SUITE I600, SEATTLE, WA 9810I RU&15 CALYCINOIDE , GREEPING BRAMBLE �� �� (206) 622-5822. ELEOGHARIS PALU5TRIS GREEPING SPIKE RUSH 3. SOURCE DRAWING WA5 MODIFIED BY JUNCOS EFFU5U5 COMMON PUSH — IRIS DOU6LASIANA DOU61-A55 IRIS TALA5AEA CONSULTANTS FOR V15UAL JUNGU5 TENUI5 SLENDER RUSH ENHANCEMENT. •- SGIRPU5 MIGROGARPU5 SMALL FRUITED BULRUSH ' 5CIRPUS AGUTUS HARD5TEM RUSH NOT FOR CONSTRUCTION 1 CIVIL CONSTRUCTION PERMIT 1 103/12/211w" " ZLN THESE BANS HAVE BEEN 2 CML CONSTRUCTION PERMIT RESUBMITTAL 03/31/21 AS NOTED uaa„x. wn 1983/�: CITYOF 1111 11 II'' SUBMITTED TO THE APPROPRIATE p EP AGENCIES FOR REVIEW AND 3 CIVIL CONSTRUCTION PERMIT RESUBM17AL 03/11/22 DTTTTOTT n rr.,1l ``!! 11 11 ``!! Know Whdf'e beIOW. APPROVAL. UNTIL APPROVED, THESE PLANS ARE: 6 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 03 11 22 / / FHB LK DATUM Callbefore you dig. SUBJECT TO REVISION `E"p ED =a Planning/Building/Public Works Dept. NO, REVISION BY DATE APPR S°E "t0°p1NEL a,� PLANT LIST MASSING SHRUBS SCIENTIFIC NAME COMMON NAME ® ABELIA X GRANDIFLORA GL055Y ABELIA QQ AZALEA 'HIND CRIMSON' HINO CRIMSON AZALEA 0 BERBERI5 THUNBEROII 'CRIMSON JAPANESE BARBERRY PYCOMY' 0 60RNU5 ALBA 'KEL5EYI' KELSEY'S RED-05IER D06WOOD O GORNUS SANCUINEA 'MIDWINTER MIDWINTER FIRE FIRE' DOGWOOD O GORNUS 5ERICEA 'FLAVIRAMEA' YELLOW THIS, DOGWOOD ® ERICA GARNEA 5PRINONOOD PINK 5FRINGHOOD PINK' WINTER HEATH EUONYMU5 ALATUS 'COMPAGTU5' DWARF BURNING BUSH FATSIA JAPONICA JAPANESE FATSIA OHYDRANGEA MA6ROPHYLLA BI6 LEAF HYDRANGEA ($, HYDRANGEA OUEI IFOLIA OAKLEAP HYDRANGEA ILEX GRENATA 'HELLERI' JAPANESE HOLLY QLEU60THOE FONTENASIANA DROOPING LEUGOTHOE 'NANA' MAHONIA AOUIPOLIUM COMPACT ORECON COMPAGTA' CRAPE O NANDINA DOME5TICA 'GULF GULF STREAM NANDINA STREAM' O 05MANTHU5 DELAVAYI DELAVAYI O RHODODENDRON X'PJM' PJM RHODODENDRON RHODODENDRON SCARLET WONDER SCARLET WONDER' DWARF RHODODENDRON ® R05A NUTKANA NOOTKA R05E ® R05A R0005A RU605A R05E O RUBUS PARVIFL0RU5 THIMBLEBERRY 5ARGOGOGGA HOOKERIANA FRAGRANT VAR. HUMILIS 5ARGOCOCCA ® 5ARGOGOGGA RU5GIFOLIA 5WEETBOX 0 5PIRAEA JAPONIGA 'LITTLE LITTLE PRINCE55 PRINCESS' JAPANESE SPIRAEA ® TAXU5 X MEDIA 'HIOK511' HICKS YEW R-417 8115 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING O DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 oTE SOLERA 2842 NE SUNSET BLVD �`°' RENTON, WA 98056 PLANTING PLAN- UNDERSTORY L F, Cl N O O O N % LID O M O O O O Q Z) J M ('M ce) O O O 00 '.1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DO v 0 0 w Q w J O N6 PLAN KEY PLANTING PLAN- UNDERSTORY MATCHLINE L4.11 GRAPHIC SCALE NORTH PLAN Li=LEND PLANT LIST- CONTINUED ( IN FEET ) 1•m — — — —PROPERTY LINE FERN5, GRA55, 4 PERRENIAL5 GROUND CO\/ER O 1020 O SCIENTIFIC NAME COMMON NAME SCIENTIFIC NAME COMMON NAME 5CALEd"=20' O CALAMA6R05T15 X AGUTIFLORA FOERSTER'S FEATHER ffi ANTHYRIUM NIPONIGUM JAPANESE PAINTED FERN 'KARL FOER57ER' REED 6RA55 VARIEGATED JAPANESE - ARGT05TAPHYL05 UVA-UR51 KINNIKINNIGK • GAREX MORROWII 'ICE DANCE' SEDGE 0 DESCHAMP51A GESPITOSA TUFTED HAIR GRASS fIk GR0005MIA LUGIFER GR0005MIA 91AR LT I(1�1n1 TfA91e® V WP3LiPG AeLIX%.1 NA48 �HOa! LC°IIMC.A2 M. I]LV EVIL smrhsa is Know what's below. Call before you dig. NOTES I. SURVEY PROVIDED BY AXIS SURVEYS S MAPPING, 15241 NE cIOTH ST, REDMOND, WA 98052, (425) H23-5100. 2. 51TE PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE 1600, SEATTLE, WA 95I01 (206) 622-5622. B. SOURCE DRAWING WA5 MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. NOT FOR CON5TRUCTION THESE PLANS HAVE BEEN SVEMPFFEV TO THE APPROPRIATE A6ENOIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJEOT TO REVISION PARTHENOC155LIS TRICU5PIDATA BO5TON IVY — WA SURFACE WATER EMEROENTS SEED MIX 5GIRPUS ATROGINGTUS BLAGKGIROLE BULRUSH GAREX STIPATA 5AWBEAK SEDGE A6RO5TI5 EXARATA SPIKE BENTORA55 ELEOCHAR15 PALU51FR15 CREEPING SPIKE RUSH JUNGUS EFFUSUS COMMON RUSH JUNGUS TENUIS SLENDER RUSH 5CIRPU5 MIGROCARPU5 SMALL FRUITED BULRUSH 5GIRPU5 ACUTUS HARDSTEM RUSH CIVIL CONSTRUCTION PERMIT i 103/12/211 CIVIL CONSTRUCTION PERMIT RESUBMITTAL I I W/31/21 N0. I REVISION I BY I DATE I APPR EP ° - EPIMEDIUM X RUBRUM GAULTHERIA 5HALLON • HEMEROGALLI5 VARIETY POLY5TICHUM MUNITUM - RUBUS GALYGINOIDE5 - IRIS DOUBLASIANA RED 13ARRENNORT 5ALAL DAYLILY 5WORD FERN GREEPING BRAMBLE DOUGLAS'5 IR15 SAS NOTED a°ramk•, ,.o ,,°°°n«' CITY OF ® RENTON DATUM �� Planning/Building/Public Works Dept. PLANT LIST MASSING 5HRU55 SCIENTIFIC NAME COMMON NAME (D ABELIA X GRANDIFLORA GLOSSY ABELIA 0' AZALEA 'HIND CRIMSON' 13ER13ER15 THUN13EROII 'CRIMSON PYGOMYI Q CORNU5 ALBA 'KELSEYI' GORNU5 5AN6UINEA 'MIDWINTER O FIRE' 'O GORNUS 5ERICEA 'PLAVIRAMEA' 0 ERICA CARNEA SPRINGWOOD PINK' EUONYMUS ALATU5 'COMPACTUS' FAT51A JAPONICA O* HYDRANGEA MAC ROPHYLLA HYDRANGEA GUERGIFOLIA ILEX GRENATA 'HELLERI' QLEUGOTHOE FONTENA5IANA 'NANA' MAN IA AGUIFOLIUM COMPACTA' O NANDINA DOMESTICA 'GULF STREAM' OD. 05MANTHUS DELAVAYI O RHODODENDRON X 'PJM' RHODODENDRON 'SCARLET WONDER' ® ROSA NUTKANA ® ROSA RU605A O RUBLE, PARVIFLORUS # 5ARCOCOCCA HOOKERIANA VAR. HUMILIS ® SARCOCOCCA RUSGIFOLIA SPIRAEA JAPONICA 0 'LITTLE PRINCESS' TAXUS X MEDIA ® 'HIGK5II' a HINO CRIMSON AZALEA JAPANESE BARBERRY KELSEY'S RED -OSIER DOGWOOD MIDWINTER FIRE DOGWOOD YELLOW THI6 DOGWOOD 5PRINONOOD PINK MINTER HEATH DWARF BURNING BUSH JAPANESE FAT51A BIG LEAF HYDRANGEA OAKLEAF HYDRANGEA JAPANESE HOLLY DROOPING LEUGOTHOE COMPACT OREGON GRAPE GULF STREAM NANDINA DELAVAYI PJM RHODODENDRON SCARLET WONDER DWARF RHODODENDRON NOOTKA ROSE c. • _c• THIMBLEBERRY FRASRANT SARCOCOCCA SWEETBOX LITTLE WINGE55 JAPANESE 5PIRAEA HICKS YEW R-4178116 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING O DEVELOPMENT ENGINEERING MHerrera 04/06/2022 '� msippo 04/07/2022 WE SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 PLANTING PLAN- UNDER5TORY O N O T O O N i' LID O M O O O O a Z) J M C'M CM O O O 00 rev NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. MATGHLINE L4.6 fit s! ..--------- --'-- --' D L DECORATIVE TRANSFORMER5, TYP. SCREEN, TYR CAST IN PLACE CONCRETE , AREA OF STEPPED PLANTER WALLS EVACUATION A5515TANGE P- T A=m Sam —� SD —� ----------------- ... .. 11 AL I , I I I I I , II I I � , I 0 0 BIORETENTION, TYP. SEE CIVIL I --- --- --------�yol�{ Q �� 4X8 TREE GRATEP , TY. 11 _—_ M ,111111111111111 PLANTING PLAN D T r m r 4 X 1 I � I L4."I L4.a PLANTING PLAN KEY SCALE: I"=150' GRAPHIC SCALE NORTH PLAN LEGEND IN FEET) PLANT LIST- CONTINUED — — — —PROPERTY LINE FERNS, GRA55, 8 PERRENIALS GROUND COVER O 102 SCIENTIFIC NAME COMMON NAME SCIENTIFIC NAME COMMON NAME SCALE: "=20' GALAMA6R05TI5 X AGUTIFLORA FOER5TER'5 FEATHER # ANTHYRIUM NIPON16UM JAPANESE PAINTED FERN O 'KARL FOERSTER' REED 6RA55 • GAREX MORROWII 'ICE DANCE' VARIEGATED JAPANESE — ARCTOSTAPHYLOS UVA-UR51 KINNIKINNIGK SEDGE O DE5GHAMP5IA GE5PIT05A TUFTED HAIR GRA55 Air CR0005MIA LUCIFER GROG05MIA PARTHENOGISSUS TRIGUSPIDATA BOSTONIVY — EPIMEDIUM X RUBRUM RED BARRENWORT STATE OF NOTES — WA 5URFACE WATER EMER5ENT5 SEED MIX 6AULTHERIA SHALLON SALAL 1�NINsraN A�iwxrcr I. SURVEY PROVIDED BY AX15 SURVEYS 6 SCIENTIFIC NAME COMMON NAME • HEMEROGALLIS VARIETY DAYLILY MAPPING, 15241 HE 90TH 5T, REDMOND, WA 5GIRPU5 ATROGINGTUS BLAGKBIRDLE BULRUSH pOLYSTIGHUM MUNITUM SWORD FERN Q6052, (425) 623-STOO. GAREX STIPATA SAWBEAK 5E06E ` EJA LQ PAPY9t 2. 51TE PLAN PROVIDED BY KPFF, 1601 FIFTH AORO5T15 EXARATA SPIKE BENTORA55 C011tr cna No. lI AVE, SUITE 1600, SEATTLE, WA 95I01 — RUB15 GALYGINOIDES CREEPING BRAMBLE IEWoUs,StMn (206) 622-5622. ELEOCHAR15 PALUSTRIS 6REEPIN6 SPIKE RUSH 3. SOURCE DRAWING KA5 MODIFIED BY JUNGUS EFFUI COMMON RUSH — IRI5 DOU6LA5IANA DOUGLA5'5 IRIS TALA5AEA CONSULTANTS FOR V15UAL JUNGUS TENU15 SLENDER RUSH ENHANCEMENT.5CIRPU5 �o MICROCARPUS SMALL FRUITED BULRUSH ri 5GIRFUS ACUTUS HARD5TEM RUSH v NOT FOR CON5TRUCTION 1 CIVIL CONSTRUCTION PERMIT 03/12/21 03 PLANS HAVE BEEN CIVIL CONSTRUCTION PERMIT RESUBMITfAL 21 O8/ 31/o SON SON AS NOTED SUBMITTED TO THE APPROPRIATE ry AGENCIES FOR REVIEW RND 3 CIWL CONSTRUCTION PERMIT RESUBMITTAL 01/07/22 EP NNOW below. APPROVAL UNTIL APPROVED, ; CIWL CONSTRUCTION PERMIT TRTPRT RTT 03 11 22 / / FHN.B LK Whets THESE PLANS ARE: Call SUBJECT TO REVISION `E"P before you dig. s N0. REVISION BY DATE APPR 0. �Ef0°p1"' B5 PLANT LIST I L4.10 MASSING SHRUBS SCIENTIFIC NAME GOMMON NAME ABELIA X 6RANDIFLORA 6LO55Y ABELIA QQ AZALEA 'HIND CRIMSON' HINO GRIM50N AZALEA O 5ERBERI5 THUNBERGII 'CRIMSON JAPANESE BARBERRY PYGOMY' 0 GORNUS ALBA 'KEL5EYI' KEL5EY'S RED-051ER DOGWOOD OGORNUS 5ANOUINEA 'MIDWINTER MIDWINTER FIRE FIRE' D06WOOD O. CORNUS 5ERICEA'FLAVIRAMEA' YELLOW TWIG 006WOOD O ERIGA GARNEA 5PRIN6WOOD PINK 'SPRIN6WOOD PINK' WINTER HEATH EUONYMUS ALATU5 'GOMPACTU5' DWARF BURNING BUSH 0 FAT51A JAPONIGA JAPANESE FATSIA �* HYDRANGEA MAGROPHYLLA 816 LEAF HYDRANGEA (jar HYDRANGEA QUERGIFOLIA OAKLEAF HYDRANGEA ILEX GRENATA 'HELLERI' JAPANESE HOLLY QLEU60THOE FONTENASIANA DROOPING LEUGOTHOE NANA' MAHONIA AQUIFOLIUM 'GOMPACTA' COMPACT GREGON GRAPE © NANDINA DOMESTIGA 'GULF GULF STREAM NANDINA STREAM' O 05MANTHU5 DELAVAYI DELAVAYI O RHODODENDRON X'PJM' PJM RHODODENDRON RHODODENDRON 50ARLET WONDER 'SCARLET WONDER' DWARF RHODODENDRON ® R05A NUTKANA NOOTKA R05E ® R05A RU605A RU605A ROSE O RUBUS PARVIFLORUS THIMBLEBERRY SARCOCOCCA HOOKERIANA FRAGRANT * VAR. HUMIL15 SARGOGOGGA ® 5ARCOGOCCA RU5GIFOLIA SHEET15OX 0 SPIRAEA JAPONICA 'LITTLE LITTLE PRINCESS PRINCESS' JAPANESE 5PIRAEA TAXI% X MEDIA HICKS YEW 0 'HICK5I1' CITY OF 'R RENTON (! DATUM Pion ning/Building/Public Works Dept. R-4178117 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING QI DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 PLANTING PLAN- UNDERSTORY 0 O N O r O O N ., LO O M O O O 0 Q Z) J M DO CM O O O 00 -7 rde LU J O rn 0 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. MATGHLINE L4.'1 ouo'.u' < 1�11 •:I,' I II, III ELI ELE IN IN ` �IINQIII\\QIQII�*"_a_ ` — ilQMr,—�N�NNo 0 0 0 0 �1 O4�I�I\�� O` O O O OHO �; I I LOStO`D O'D.G.00 f�23 V 00�% O '�, C leOn\� �� IIIIIIIIII �00 �QII11Q111 c_ 1s • O ti I�..�� ,;.rl..3 ! ^ V.'..Llt..e. 6iaif-'� O�I I��0 o IF Np ID a a a a o o a o a S»1 • + QIQIQI\�� IQIIII 1111! OO IN -- ��� 1,444 o° OL) NNNp 1 n��nollN O-O r� o nno�� s RNNNN 4'I II I111 NOF �E 1�0' -- _ * G 'W NEI �yi" u111QI�N III NNoI Qr . • nw.,w. 'o 0 111IINNEI E _ it •. ° Ir liiii _ LF!EI 11�� a mill O 111CMIN M111 �i Qom-. III � ••i. :. -r .. � �, em _# i'f�a.. fir•. III - � a p fit. II "0 III A iooC*1C+uC `a" MEmum 0 - O..ENN no siONI� N NNo N so NONE °� I No on NN� y non onnN�I MMn ttN I& II mma �NNN [ , s�� ii `aSNNNNII. '7QINN11\._ „�oaoo:,.:,Q�N....� �....Ito..eao��irno�aaenremo:rniN�o � asaasvaosnr%�otae'onn I III, -��I����n, ___rL�rr -_- N PLANTING PLAN 1 PLANTING PLAN KEY SCALE: 1"=150' GRAPHIC SCALE NORTH PLAN LEGEND PLANT LIST- CONTINUED ( IN FEET) PROPERTY LINE FERN5, 511 4 PERRENIAL5 GROUND COVER O 10� SCIENTIFIC NAME COMMON NAME SCIENTIFIC, NAME COMMON NAME 5GALE:I"=2O' O GALAMA&R05TI5 X AGUTIFLORA FOERSTER'S FEATHER IV ANTHYRIUM NIPONIGUM JAPANESE PAINTED FERN 'KARL FOERSTER' REED 6RA55 f GAREX MORROWII 'IGE DANCE' VARIEGATED JAPANESE ARGTO5TAPHYL05 UVA-UR51 KINNIKINNIGK SEDGE O DE5GHAMPSIA CE5PITOSA TUFTED HAIR 6RA55 1k GROGOSMIA LU61FER CROGOSMIA PARTHENOGISSUS TRIGUSPIDATA B05TON IVY EPIMEDIUM X RUBRUM RED 3ARRENW0RT NOTES 9TAre 0I 6AULTHERIA 5HALLON SALAL "�1XX6t01 — WA SURFACE WATER EMERGENTS SEED MIX I./+a9Gve inGnecT I. SURVEY PROVIDED BY AXIS 5URVEY5 4 SCIENTIFIC NAME COMMON NAME f HEMER06ALLI5 VARIETY DAYLILY GD �o _ MAPPING, 15241 NE 90TH 5T, REDMOND, WA 5GIRPU5 ATROGINGTUS BLAGKOIRDLE BULRUSH ae052, (425) a23-5700. evA L2 rimmmr 2. SITE PLAN PROVIDED BY KPFF, Ib01 FIFTH GAREX STIPATA SAWBEAK 5EDGE POLYSTIGHUM MUNITUM SWORD FERN carmwAre ro.I]W AVE, SUITE 1600, SEATTLE, WA 98101 AOROSTIS EXARATA SPIKE BENT&RA55 owl�ens RU&15 GALYGINOIDES CREEPING BRAMBLE (206) 622-5522. ELEOGHARIS PALU5TRI5 CREEPING SPIKE RUSH 5. SOURCE DRAWING WA5 MODIFIED BY JUNGUS EFFUSU5 COMMON RU5H — IRI5 DOU6LA51ANA DOU&LA55 IRI5 TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. JUNGUS TENNIS SLENDER RUSH 56IRPU5 MIGROGARPU5 SMALL FRUITED BULRUSH ' NOT FOR GONSTRUGTION 5GIRPU5 AGUI HARD5TEM RUSH 1 CIVIL CONSTRUCTION PERMIT 03/12/21 im THESE PLANS HAVE BEEN ZLN iaeo/:�: COF 2 CIVIL CONSTRUCTION PERMIT RESUBMNTPL 08/31 /21 AS NOTED CITY IP` SUBMITTED TO THE APPROPRIATE A0ENGIE5 FOR REVIEW AND APPROVAL. UNTIL APPROVED. Know what's below. THESE PLANS ARE, Cull before you dig. W5jEGT TO REVISION PLANT LIST MA551NO 5HRUB5 5GIENTIFIG NAME GOMMON NAME ® ABELIA X 6RANDIFLORA GLOSSY ABELIA G AZALEA 'HIND CRIMSON' HINO GRIM50N AZALEA O BERBERIS THUNBER6II 'CRIMSON BARBERRY PIJAPANESE Q CORPUS ALBA 'KEL5EYI KELSEY'S RED -OSIER DOGWOOD OGORNUS 5AN&UINEA 'MIDWINTER MIDWINTER FIRE FIRE' DOGWOOD O. CORMS SERIGEA 'FLAVIRAMEA' YELLOW TWIG DOGWOOD O ERICA GARNEA SPRINGWOOD PINK SPRIN6WOOD PINK' WINTER HEATH EUONYMUS ALATU5 'GOMPACTU5' DWARF BURNING BUSH FAT51A JAPONICA JAPANESE FAT5IA O HYDRANGEA MAGROPHYLLA BIG LEAF HYDRANGEA (#j HYDRANGEA QUERCIFOLIA OAKLEAF HYDRANGEA ILEX GRENATA 'HELLERI' JAPANESE HOLLY O LEUGOTHOE FONTENA51ANA DROOPING LEUGOTHOE NARA, ® MAHONIA AQUIFOLIUM 'GOMPAGTA' COMPACT ORE&ON &RAPE n NANDINA DOME5TIGA 'GULF GULF STREAM NANDINA STREAM' O OSMANTHUS DELAVAYI DELAVAYI O RHODODENDRON X'I ELM RHODODENDRON RHODODENDRON SCARLET WONDER G 'SCARLET WONDER' DWARF RHODODENDRON ® P05A NUTKANA NOOTKA P05E ® R05A RUGOSA PllGOSA ROSE O RUBU5 PARVIFLORUS THIMBLEBERRY 5ARGOGOGGA HOOKERIANA FRAGRANT * VAR. HUMILIS SARGOGOGGA ® 5ARGOGOGGA RUSGIFOLIA SWEETBOX C SPIRAEA JAPONICA 'LITTLE LITTLE PRINCESS PRINCESS' JAPANESE SPIRAEA 0 TAXU5 X MEDIA 'HIGK511' HICKS YEW 3 CIVIL CONSTRUCTION PERMIT RESUBMIITAL 1 01/07/22EP 1 1 DATUM RENTON Planning/Building/Public Works Dept. A CIVIL CONSTRUCTION PERMIT RESUBMITTAL 03/11 /22 N r FHB LK 11azza NO, REVISION BY DATE APPR R5 R-4118118 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNINGIIII. DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD ' RENTON, WA 98056 L4.10 PLANTING PLAN- UNDERSTORY 0 CV 0 0 0 CV A L0 O DO O O 0 0 Q J M C`') DO O O 00 '.1 Q W J O fn ►1 2 w NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. MATGHLINE L4.BI PLANTING PLAN KEY 5GALF: I"=150' PLANTING PLAN GRAPHIC SCALE NORTH PLAN LEGi=ND IN FEET) PLANT LIST- CONTINUED — — —PROPERTY LINE FERNS, GRA55, d PERRENIALS GROUND COVER w �� o loao SCALE! 1"=20' SCIENTIFIC NAME COMMON NAME SCIENTIFIC NAME COMMON NAME G GALAMAGR05TI5 X AGUTIFLORA FOER511ER'S FEATHER f� ANTHYRIUM NIPONIGUM JAPANESE PAINTED FERN 'KARL FOERSTER' REED CRASS 'ICE VARIEGATED JAPANESE — ARGT05TAPHYL05 UVA-UR51 KINNIKINNIGK 0 GAREX MORROWII DANCE' SEDGE O DE5GHAMP5IA GE5PIT05A TUFTED HAIR GRA55 * GROG05MIA LUCIFER GROG05MIA TRIGU5PIDATA B05TON IVY — EPIMEDIUM X RUBRUM RED BARRENHORT NOPARTHENOGISSUS NOTES srATea b"ro° I GAULTHERIA 5HALLON 5ALAL WA SURFACE WATER EMERGENTS SEED MIX was�Ke rtcT I. SURVEY PROVIDED IO AXIS SURVEYS d MAPPING, 15241 NE ST, REDMOND, WA RCIENTIFIc NAME COMMON NAAS ® HEMEROCALL15 VARIETY DAYLILY GDceamwAie ATRQGINGTUS BLACKGIRDLE BULRUSH 96052, 100. AN P OVIDE B 2. SITE PLAN PROVIDED BY KPFF, 60 FIFTH CAREXSCARPUS GAREX STPATA SAWBEAK SEDGE � POLYSTGHUM MUNTUM SWORD FERN NAIS RW.a! ro. uar DTIld sne/m2s AVE, SUITE 1600, SEATTLE, WA cIMOI AGROSTI5 EXARATA SPIKE BENTGRA55 RUBUS GALYGNODES CREEPING BRAMBLE (206) 62OPANIN. 3. SAVAGE DRAWING WAS MODIFIED BY ELEOGHAR15 PALUSTRIS GREEPING SPIKE RUSH TALASAEA CONSULTANTS FOR VISUAL JJNGUS EFFUSUS COMMON RUSH —IRIS DOUGLA5IANA DOUGLA55 IRIS ENHANCEMENT. JUNGUS TENU15 SLENDER RUSH 5GIRPUS MIGROGARPUS SMALL FRUITED BULRUSH KO SGIRPUS AGUTUS HARDSTEM RUSH NOT FOR GONSTRUGTION 1 CIVIL CONSTRUCTION PERMIT 1 103/12/211 EZLN SAS THESE PLANS HAVE BEEN 2 CIVIL CONSTRUCTION PERMIT RESUBMRTAL W/31/21 NOTED SUBMITTED TO THE APPROPRIATE w AGENCIES FOR REVIEW AND 3 CIVIL CONSTRUCTION PERMIT RESUBMIRAL 1 101/07/221EP Knout bellow APPROVAL. UNTIL APPROVED, ; CIVIL CONSTRUCTION PERMIT RESUBMN7AL 03 11 22 H" F8 LK what's. THESE PLANS ARE. Call before dig. WE5,EGT TO REVISION Ep"° you IF NOT rNE IIM N0. REVISION BY DATE APPR w x'"" RDI"a° "11 �"' AOIIIIIII CITY OF %11'RFENTON DATUM Plonning/Building/Public Works Dept. PLANT LIST MASSING SHRUBS SCIENTIFIC NAME COMMON NAME ABELIA X GRANDIFLORA GLOSSY ABELIA Q AZALEA 'HIND CRIMSON' HINO CRIMSON AZALEA O BERBERIS THUNBERGII 'CRIMSON JAPANESE BARBERRY PYGOMY' GORHUS ALGA 'KEL5EYI' KELSEYS RED -OSIER DOGWOOD OCORPUS SAN6UINEA 'MIDWINTER MIDWINTER FIRE FIRE' DOGWOOD O. GORNUS 5ERIGEA 'FLAVIRAMEA' YELLOW TWIG DOGWOOD 0 ERIGA GARNEA 5PRINGWOOD PINK SPRINGWOOD PINK' WINTER HEATH G EUONYMU5 ALATU5 'GOMPAGTUS' DWARF BURNING BUSH FATSIA JAPONICA JAPANESE FATSIA �* HYDRANGEA MAGROPHYLLA BIG LEAF HYDRANGEA �3 HYDRANGEA QUERGIFOLIA OAKLEAF HYDRANGEA ILEX GRENATA 'HELLERI' JAPANESE HOLLY ®LEUGOTHOE FONTENA51ANA DROOPING LEUGOTHOE NARA' ® MAHONIA AQUIFOLIUM 'GOMPAGTA' COMPACT OREGON GRAPE Q NANDINA DOME5TIGA 'GULF GULF STREAM NANDINA STREAM' O 05MANTH1,15 DELAVAYI DELAVAYI O RHODODENDRON X'PJM' PJM RHODODENDRON RHODODENDRON SCARLET WONDER SCARLET WONDER' DWARF RHODODENDRON ® R05A NUTKANA NOOTKA ROSE ® R05A RUGOSA RUG05A R05E O FUELS PARVIFLORU5 THIMBLEBERRY 5ARG000GGA HOOKERIANA FRAGRANT * VAR. HUMILI5 5ARGOGOGGA ® 5AR000OGGA RUSCIPOLIA 5NEET13OX 0 5PIRAEA JAPONIGA 'LITTLE LITTLE PRINCESS PRINCESS' JAPANESE 5PIRAEA TAXUS X MEDIA HICKS YEW 0 'HIGK511' R-4178119 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING QI DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 PLANTING PLAN- UNDERSTORY 0 N (D (D O T N iT Ln C) M O O O O a Z) J M M DO O O O 00 rev DO T v 0 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. PLANT SCHEDULE LARGE TREES MASSING SHRUBS SCIENTIFIC NAME COMMON NAME CITY 5PAGIN& SIZE (MIN) NOTES NATIVE ADAPTIVE SCIENTIFIC NAME COMMON NAME CITY 5PAGIN5 5IZE (MIN) NOTES NATIVE ADAPTIVE ® ABELIA X GRANDIFLORA GLOSSY ABELIA 11 4' O.G. 2 GAL, FULL I BUSHY - X AGER TRUNCATUM X PLATOIDE5* CRIMSON SUNSET MAPLE 16 AS SHOWN 2" GAL. SINGLE TRUNK, _ X WELL BRANCHED 0AZALEA 'HINO CRIMSON' HIND CRIMSON AZALEA 23l 3' O.C. 2 GAL. FULL I BUSHY - X IN�e6rx AESCULU5 HIPPOGASTANUM FRUITLESS 4 AS SHOWN 2" GAL. BIB, FULL / BUSHY - X BERBER15 THUNBER511 'CRIMSON 'BAUMANNII'* HORSEGHESTNUT P,�MY' JAPANESE BARBERRY 566 3' O.G. 2 GAL. FULL 6 BUSHY - X GERGI5 CANAUFN515 EASTERN REDBUD 1 A5 SHOWN 2" GAL, BIB, SINGLE TRUNK, X KELSEY'S RED -OSIER WELL BRANCHED GORNUS ALBA 'KELSEYI' 006WOOD 4q6 3' O.G. 2 GAL. MULTI -STEM (3 MIN) X - GHAMAEGYPARI5 NOOTKATEN515 WEEPING ALASKA CEDAR 11 AS SHOWN 4-5' HT. BIB, FULL / BUSHY X - GORNU5 5ANGUINEA 'MIDWINTER MIDWINTER FIRE 'PENVULA FIRE' DOGWOOD 51 4' O.G. 2 GAL. MULTI -STEM (3 MIN) - X X cq( GHAMAEGYPARIS OBTUSA SLENDER HINOKI 2q AS 5HOWN 6' HT. BeB, FULL I BUSHY - X GORNUV 5 5ERIGEA 'FLAVIRAMEA' YELLOW TW16 D06WOO33 4'O.G. 2 GAL. MULTI -STEM (3 MIN) - X &RAGILIS' GYPRE55 � *GORNU5 NUTTALLII EDDIES WHITE WONDER SINGLE TRUNKERICA GARNEA SPRINOWOOD PINK 'EDDIES WHITE WONDER' DOGWOOD 1 AS SHOWN 5' HT. WELL BRANCHED X - O 13q 3' O.G. 2 GAL. FULL 6 BUSHY - X 'SPRIN6WOOD PINK' WINTER HEATH GINKGO BILOBA 'PRINGETON PRINCETON SENTRY 5 AS 5HOWN 2" GAL. EUONYMUS ALATU5 'COMPACTUS' DWARF BURNING BUSH 13 6' O.G. 2 GAL. MULTI -STEM (3 MIN) - X SENTRY'* GINKGO SINGLE TRUNK , PLATANUS X AGERIFOLIA* YARWOOD PLANETREE 3 AS SHOWN 2" GAL. X - FATSIA JAPONICA JAPANESE FATSIA 31 4' O.G. 2 GAL. FULL IBUSITY - X WELL BRANCHED KWANZAN FLOWERING BIB, SINGLE TRUNK, PRUNUS SERRULATA 'KWANZAN' q AS SHOWN 2" GAL. X - O HYDRANGEA MAGROPHYLLA BIG LEAF HYDRANGEA 2q 5' O.G. 2 GAL. MULTI -STEM (3 MIN) - X ko CHERRY TREE WELL BRANCHED 92 PSFUDOTSU6A MFNZIE511 VOU6LAS FIR 1 A5 SHOWN 4-5' HT. BIB, FULL 4 BUSHY X - a HYDRANGEA GUIOAKLEAF HYDRANGEA 5-15' O.G. 2 GAL, FULL I BUSHY - X IF SINGLE TRUNKWELL BRANCHE, D IL STYRAX JAPONIC05 JAPANESE 5NOWBELL 2a A5 SHOWN 2" GAL. X - EX GRENATA 'HELLERI' JAPANESE HOLLY gal 2' O.G. 2 GAL, FULL I BUSHY - X wo THUJA PLIGATA WESTERN RED CEDAR 10 A5 SHOWN 4-5' HT. BIB, FULL 4 BUSHY X - © LEUCOTHOE FONTENA51ARA DROOPING LEUGOTHOE 10-14' O.G. 2 GAL. MULTI -STEM (3 MIN) - X NANA' EXGELSA WESTERN MAN IA AGUIFOLIUM COMPACT ORE60N THUJA PLIGATA 'EXGELSA' RED CEDAR 14 AS SHOWN 6' HT. BIB, FULL 8 BUSHY X - 'GOMPAGTA' &RAPE 20 4' O.G. 2 GAL. FULL I BUSHY X - TILIA GORDATA* CORINTHIAN LIVEN 12 AS SHOWN 2" GAL, BIB, SINGLE TRUNK, X 0 NANDINA DOMESTICA 'GULF 6ULF STREAM NANDINA 122 3' O.C. 2 &AL. FULL I BUSHY - X WELL BRANCHED STREAM' TILIA X EUCHLORA* CRIMEAN LINDEN 13 AS SHOWN 2" GAL, BIB, SINGLE TRUNK, _ X O OSMANTHU5 DELAVAYI DELAVAYI 15 410.0. 2 GAL. FULL I BUSHY - X WELL BRANCHED ULMU5 AMERICANA* AMERICAN ELM 2 AS SHOWN 2" GAL, BIB, SINGLE TRUNK, _ X O RHODODENDRON X 'PJM' PJM RHODODENDRON 155 4' O.G. 2 GAL. MULTI -STEM (3 MIN) - X WELL BRANCHED BIB, SINGLE TRUNK, _ RHODODENDRON SCARLET WONDER ULMUS FRONTIER * FRONTIER ELM 13 AS SHOWN 2" GAL, WELL BRANCHED X O 'SCARLET WONDER' DWARF RHODODENDRON 37 4' O.G. GAL. FULL IBUSITY - X ZELKOVA SERRATA 51NOLE TRUNK, _ ' VASE'* WELL BRANCHED GREEN VASE ZELKOVA 16 AS SHOWN 2" GAL. X ® ROSA NUTKANA NOOTKA ROSE 18 4' O.G. 2 GAL. MULTI -CANE (3 MIN) X ■GREEN X - ® ROSA RU605A RU605A ROSE 10 4' O.G. I SAL. MULTI -CANE (3 MIN) - X SMALL TREES/LARGE SHRUBS O SCIENTIFIC NAME COMMON NAME CITY 5PAGING SIZE (MIN) NOTES NATIVE ADAPTIVE AGER GIRGINATUM VINE MAPLE 33 AS SHOWN 4' HT. SINGLE TRUNK, X WELL BRANCHED AGER PALMATUM 'BLOODGOOD' BLOODGOOD JAPANESE 35 AS 5HOWN 4-5' HE BIB, MULTI -TRUNK X MAPLE (3 MIN) O AMELANGHIER ALNIFOLIA SERVIGEBERRY 11 5' O.G. 4-5' HT. BIB, MULTI -CANE X (5 MIN) GORNU5 KOIJI X NUTTALLII KOUSA 006WOOD 16 AS SHOWN 4-5' HT. BIB, SINGLE TRUNK, _ X WELL BRANCHED GORNU5 KOIJI X NUTTALLII STARL16HT DOGWOOD 5 AS SHOWN 4-5' HT. BIB, SINGLE TRUNK, X '5TARLI6HT'* WELL BRANCHED CAMELLIA JAPONIGA JAPANESE CAMELLIA 13 AS SHOWN 4' HT. FULL I BUSHY X - GRATAEGU5 X MOPPENEN515 TOBA HAWTHORN 4 AS SHOWN 4-5' HT. SINGLE TRUNK, X WELL BRANCHED ® JJNIPERU5 560FULORUH SKYROCKET JUNIPER 6 AS SHOWN 5 GAL, FULL I BUSHY X SKYROCKET' © MYRIGA GALIFORNIGA PACIFIC WAX MYRTLE 36 5' O.G. 2 GAL. FULL I 505HY X - NY55A 5YLVATIGA RED RAGE 6 AS SHOWN 4-5' HT. SINGLE TRUNK, X BLACK TUPELO WELL BRANCHED PARROTIA PERSIGA* 'VANE55A' PER5IAN 6 AS SHOWN 4-5' HT. SINGLE TRUNK, X PARROTIA WELL BRANGHED O PHILADELPHU5 LEN1511 WILD MOCK ORANGE II 5' O.G. 2 GAL. FULL I BU5HY X - ® PRUNO5 HILLIERI 'SPIRE' JAPANESE FLOWERING 14 AS SHOWN 2 GAL. MULTI -CANE (3 MIN) - X CHERRY SPIRE' O RHODODENDRON 'ANAH ANAH KRUSGHKE KRUSGHKE' RHODODENDRON 31 4' O.G. 2 GAL. FULL IBUSITY - X O 5ALIX PURPUREA 'NANA' DWARF ARGTIG WILLOW 4 AS SHOWN 2 GAL. FULL 6 BUSHY X �.,./ VIBURNUM PLICATA'TOMENT05A' DOUBLEFILE VIBURNUM 16 5' O.G. 2 GAL. MULTI -STEM (3 MIN.) - X ZELKOVA 5ERRATA CITY SPRITE ZELKOVA b AS SHOWN 2" GAL. 51N&LE TRUNK, _ X 'CITY SPRITE" HELL BRANCHED * STREET TREES GENERAL PLANT INSTALLATION NOTES I. PLANT TREES AND/OR SHRUBS I" HIGHER THAN DEPTH GROWN AT NURSERY. 2. FOR CONTAINER TREES AND/OR SHRUBS, SCORE FOUR SIDES OF FOOTBALL PRIOR TO PLANTING. BUTTERFLY ROOTBALL IF ROOT GIRCLING 15 EVIDENT. 3. STAKE DEGIDUOU5 AND EVERGREEN TREE5 4 FEET AND OVER IN HEIGHT WITH TWO STAKES PER TREE. STAKE TREES IMMEDIATELY AFTER PLANTING. PLACE STAKES AT THE OUTER EDGE OF THE ROOTS OR FOOTBALL, IN LINE WITH THE PREVAILING WIND. STAKES SHALL BE LOOSELY ATTACHED U51NO CHAIN -LOOK TREE TIES TO ALLOW FOR SOME TRUNK MOVEMENT. STAKES TO BE VERTICAL, PARALLEL, EVEN -TOPPED, UN5GARRED AND DRIVEN INTO MD15MRSED 50BGRADE. REMOVE AFTER ONE YEAR, 4. WATER PLANTS IMMEDIATELY UPON PLANTING, THEN PROVIDE MANUAL WATERING OR A TEMPORARY IRRIGATION SYSTEM TO PREVENT PLANT MORTALITY AND ENSURE PROPER PLANT E61-ABLI5HMENT. PLANT5 SHALL RECEIVE A MINIMUM OF APPROXIMATELY ONE INCH OF WATER EVERY l^FEK DURING THE DRY SEASON (GENERALLY JUNE 15TH - OCTOBER I5TH, OR EARLIER OR LATER IF CONDITIONS WARRANT) WRING THE ESTABLISHMENT PERIOD. IRRIGATION AMOUNT5 MAY NEED TO BE INCREASED WRING PROLONGED PERIODS OF HOT, DRY FEATHER. 5. FERTILIZE ALL TREES AND SHRUBS WITH A SLOW -RELEASE GENERAL PURPOSE GRANULAR FERTILIZER OR 5LOW-RELEA5E TABLETS AT MANUFACTURER'S SPECIFIED RATE. 6. ALL PLANTING AREAS SHALL HAVE A MINIMUM q-INGH DEPTH OF TOPSOIL. IF TOPSOIL 15 INSUFFICIENT IN EITHER QUANTITY OR OUALITY WITHIN PLANTING AREAS, AS DETERMINED BY TALASAEA CONSULTANTS, TOPSOIL SHALL BE RESTORED BY EITHER RE-IN51ALLIN6 PREVIOUSLY STOCKPILED TOPSOIL, IMPORTING NEW TOPSOIL, OR AMENDING EXISTING SOILS IN PLACE WITH ORGANIC MATTER TO AGHIEVE A q" MINIMUM DEPTH. ALL TOPSOIL SHALL HAVE A BULK ORGANIG CONTENT OF AT LEAST 10 PERCENT AND NOT GREATER THAN 20 PERCENT, AS DETERMINED BY AA5HTO-T-lq4, 1. PROVIDE 3" MINIMUM DEPTH OF MEDIUM BARK MULCH IN ALL PLANTING AREAS. MULCH SHALL BE DERIVED FROM FIR, PINE, OR HEMLOCK SEEGIER, AND SHALL NOT CONTAIN TRASH, ROOK5, OR OTHER DEBRIS OR MATERIALS DETRIMENTAL TO PLANT GROWTH. MULCH 5HALL BE GROUND SO THAT A MINIMUM OF q5% OF THE MATERIAL HILL PASS THROUGH A 2-INGHE5 SIEVE AND NOT MORE THAT 55%, BY LOOSE VOLUME, WILL PA55 THROUGH A U5 NO. 4 SIEVE. 6. ALL LANDSCAPING SHALL BE INSTALLED IN ACCORDANCE WITH THE GENERAL LANDSCAPING REMIREMENT5 OF KOO TITLE 21A AND ANY OTHER APPLICABLE CODES AND REGULATIONS. CONTRACTORS SHALL OBTAIN ALL NECESSARY PERMITS PRIOR TO START OF WORK. CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMUTAL NO. I REVISION O RUBUS PARVIFLORUS THIMBLEBERRY 4q 4' O.G. 2 GAL. FULL I BUSHY X - {¢ 5ARGOCOCCA HOOKERIANA FRAGRANT 305 2' O.G. 2 GAL. FULL I BUSHY X - VAR. HUMILIS SARGOGOGGA ® 5ARGOCOCCA RUSGIFOLIA SWEETBOX 20 3' O.G. 2 GAL. MULTI -STEM (3 MIN) - X 0 SPIRAEA JAPONICA LITTLE PRINCESS 546 3' O.G. 2 GAL, FULL I BUSHY - X 'LITTLE PRINCESS' JAPANESE SPIRAEA ® TAXUMEDIA '1' HICKS YEW 312 50" O.G. 2 GAL. FULL I BUSHY - X HICKS1V FERNS, GRASS, 4 PERRENIAL5 SCIENTIFIC NAME COMMON NAME CITY 5PAGING 5IZE (MIN) NOTES NATIVE ADAPTIVE O CALAMAOROSTI5 X ACUTIFLORA 'KARL FOERSTER' FOERSTER'S FEATHER REED GRASS 104 2-6" O.G. I GAL. FULL I BUSHY - X GAREX MORROWII 'ICE DANCE' VARIEGATED JAPANESE SEDGE 895 I8" O.G. I GAL. FULL I BUSHY - X O DESGHAMP5IA GE5PITO5A TUFTED HAIR ORA55 2&q 2-6" O.G. I GAL. FULL I BUSHY X - PARTHENOGI55U5 TRIGUSPIDATA 1305TON IVY B A5 SHOWN I GAL. FULL I BUSHY - X GROUND COVER SCIENTIFIC NAME COMMON NAME OTY 5PAGING SIZE (MIN) NOTES NATIVE ADAPTIVE i%L ANTHYRIUM NIPONIGUM JAPANESE PAINTED FERN 111 2'-6" O.G. I GAL. FULL I B05HY - X - ARCT05TAPHYL05 OVA-UR51 KINNIKINNIGK 2,b11 la" O.G. 4" POT FULL I BUSHY X - * GROG05MIA L06IFER GROG05MIA 50 5' O.G. I GAL. FULL I BUSHY - X - EPIMEDIUM X RUBRUM RED 13ARRENWORT 1.3430 24" O.G. I GAL. FULL I BUSHY - X 5AULTHERIA 5HALLON 5ALAL 53& 24" O.G. I GAL. FULL I BUSHY X - o HEMEROGALL15 VARIETY DAYLILY 21q 24" O.G. I GAL. FULLY I BUSHY - X POLY5TICHUM MUNITUM SWORD FERN 286 36" O.G. I GAL. FULL I BUSHY X - - RUBUS GALYGINOIDES GREEPIN6 BRAMBLE 635 1&" O.G. I GAL. FULL I BUSHY - X - IRI5 DOVOLA51ANA DOU6LA5'S IRIS 161 I8" O.G. I GAL. FULL I BUSHY X - VIIA SURFACE WATER EMERISENT5 SEED MIX SOIENTIFIO NAME COMMON NAME 5GIRPUS ATROGINGTUS BLACKSIRDLE BULRUSH GAREX STIPATA SAWBEAK 5E0&E AGRO51-I5 EXARATA SPIKE BENTGRA55 ELEOCHAR15 PALU5TRI5 GREEPIN6 SPIKE RUSH JUNGU5 EFFU5U5 COMMON RUSH JUNGU5 TENU15 SLENDER RUSH 5GIRPUS MIGROGARFUS SMALL FRUITED BULRUSH 5GIRPU5 AGUTUS HARD5TEM RUSH Qi /12/21 - LN AS NOTED iu� °a1Yw p601""' "'➢ DATUM CITY OPT� RENTON O Planning/Building/Public Works Dept. O8/31/2I o EP ) aT/n/2Y FH"I LK EP °i scue BY DATE APPR as" R-4178120 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING O DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 PLANT SCHEDULE 4 NOTES L .I2 O N O O O T N i` u LO O M (D O O O N a Z) J ce) C'M OF) Cl O O W i0 n f 2 PLANT I NIS SPEC I P I CATIONS NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. PART I: GENERAL 1.1 SEQUENCING A. LANDSCAPE WORK THI5 SECTION INCLUDES BUT IS NOT LIMITED TO THE FOLLOWING: I. PREPARATION OF 51,16-BA5E AS REQUIRED FOR GRA55 AND PLANTING BEDS. 2.FIN15H GRADING OF TOPSOIL MATERIALS. 3. PREPARATION OF 501L MIXTURES. +EXCAVATION AND BAGKFILLING FOR TREES AND SHRUBS. 5. PLANTING OF TREES, SHRUBS AND GROUNDGOVER5. 6. MISCELLANEOUS LANDSCAPE WORK. T. QUALITY ASSURANCE: SUBCONTRACT LANDSGAPE WORK TO A SINGLE FIRM SPECIALIZING IN LANDSCAPE WORK. 1.2 SOURCE QUALITY CONTROL A. GENERAL SHIP LANDSCAPE MATERIALS WITH GERTIBGATE5 OF INSPECTION REQUIRED BY GOVERNING AUTHORITIES. COMPLY WITH REGULATIONS APPLICABLE TO LANDSCAPE MATERIALS. 1. DO NOT MAKE SUBSTITUTIONS: IF SPECIFIED LANDSCAPE MATERIAL IS NOT OBTAINABLE, SUBMIT NON -AVAILABILITY TO LANDSCAPE ARCHITECT, TOGETHER WITH PROPOSAL FOR USE OF EQUIVALENT MATERIAL. WHEN AUTHORIZED, ADJUSTMENT OF CONTRACT AMOUNT WILL BE MADE, IF NECESSARY, 2.ANALY515 AND STANDARDS: PACKAGE STANDARD PRODUCTS WITH MANUFACTURERS CERTIFIED ANALYSIS, FOR OTHER MATERIALS, PROVIDE ANALYSIS BY REGOGNIZED LABORATORY MADE IN AGGORDANGE WITH METHODS ESTABLISHED BY THE ASSOCIATION OF OFBGIAL AGRIGULTURE CHEMISTS, WHEREVER APPLICABLE, B. TOR501L: BEFORE DELIVERY OF ADDITIONAL TOPSOIL, FURNISH LANDSCAPE ARCHITECT WITH WRITTEN STATEMENT GIVING LOCATION OF PROPERTIES FROM WHICH TOPSOIL 15 TO BE OBTAINED. G. PLANT MATERIAL: PROVIDE PLANT MATERIAL OF QUANTITY, SIZE, GENUS, SPECIES AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND GOMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF AN51 ZbO.I, CURRENT EDITION, "AMERIGAN STANDARD FOR NURSERY STOCK". PROVIDE HEALTHY, VI60ROU5 STOCK, GROWN IN REGOONIZED NURSERY IN ACCORDANCE WITH GOOD HORTICULTURAL PRACTICE AND FREE OF DISEASE, INSECTS, EG65, LARVAE AND DEFECTS SUCH A5 KNOTS, SUN -SCALD, INJURIES, ABRASIONS, OR DISFI6UREMENT. I. EXCEPT A5 FOLLOWS, LABEL AT LEAST ONE TREE AND ONE SHRUB OF EACH VARIETY WITH A SECURELY ATTACHED WATERPROOF TAG BEARIN6 LEGIBLE DESIGNATION OF BOTANICAL AND COMMON NAME. 2. NOTIFY LANDSCAPE ARCHITECT PRIOR TO INSTALLATION FOR QUALITY INSPECTION, LOCATION OF PLANT MATERIAL AND REVIEW OF PLANTIN6 TIME AND SCHEDULE. LANDSCAPE ARCHITECT RETAINS THE RIGHT TO FURTHER INSPECT PLANT MATERIAL FOR 51ZE AND CONDITION OF BALLS AND ROOT SYSTEMS, INSECTS, INJURIES AND LATENT DEFECTS, AND TO REJECT UNSATISFACTORY OR DEFECTIVE MATERIAL AT ANY TIME DURING FR06RE55 OF WORK. REMOVE REJECTED TREES OR SHRUBS IMMEDIATELY FROM PROJECT SITE. D. TE5TIN6: OBTAIN SOIL TEST TO DETERMINE PH AND LIME REQUIREMENTS PRIOR TO PLANTING. E. MAINTENANCE INSTRUCTIONS: SUBMIT TYPEWRITTEN INSTRUGTION5 REGOMMENDIN6 PROCEDURES TO BE ESTABLISHED BY OWNER FOR MAINTENANCE OF LANDSCAPE WORK FOR ONE FULL YEAR. SUBMIT TO LANDSCAPE ARCHITECT FOR APPROVAL PRIOR TO EXPIRATION OF REQUIRED MAINTENANCE PERIOD(B. 1.5 DELIVERY STORAGE AND HANDLING A. TREES AND SHRUBS: PROVIDE FRESHLY DU6 TREES AND CONTAINERIZED SHRUBS. DO NOT PRUNE PRIOR TO DELIVERY UNLESS OTHERWISE APPROVED BY LANDSCAPE ARCHITECT. DO NOT BEND OR BIND -TIE TREES OR SHRUBS IN SUCH MANNER AS TO DAMAGE BARK, BREAK BRANGHES OR DESTROY NATURAL SHAPE, PROVIDE PROTECTIVE GOVERING DURING DELIVERY. DO NOT DROP BALLED AND BURLAPPED STOCK DURING DELIVERY, 1. DELIVER TREES AND SHRUBS AFTER PREPARATIONS FOR PLANTIN6 HAVE BEEN COMPLETED AND PLANT IMMEDIATELY. IF PLANTIN6 15 DELAYED MORE THAN 6 HOURS AFTER DELIVERY, SET PLANT MATERIAL IN SHADE, PROTECT FROM WEATHER AND MECHANICAL DAMAGE, AND KEEP ROOTS M015T BY GOVERIN6 WITH MULCH, BURLAP OR OTHER AGGEPTABLE MEANS OF RETAINING MOISTURE, 2D0 NOT REMOVE GONTAINER GROWN STOCK FROM GONTAINERS UNTIL PLANTING TIME, 1.4 JOB CONDITIONS A. PROCEED WITH AND COMPLETE LANDSCAPE WORK AS RAPIDLY AS PORTIONS OF THE SITE BEGGHE AVAILABLE, WORKING WITHIN SEASONAL LIMITATIONS FOR EACH KIND OF LANDSCAPE WORK REQUIRED. 1. UTILITIES: DETERMINE LOCATION OF UNDERGROUND UTILITIES AS REQUIRED BY LAW AND PERFORM WORK IN A MANNER WHICH WILL AVOID POSSIBLE DAMAGE. HAND FXGAVATF, AS REOUIRED. MAINTAIN GRADE STAKES SET BY OTHERS UNTIL REMOVAL 15 MUTUALLY AGREED UPON BY PARTIES CONCERNED, 2.EXGAVATION: WHEN CONDITIONS DETRIMENTAL TO PLANT GROWTH ARE ENCOUNTERED, SUGH AS RUBBLE FILL, ADVERSE DRAINAGE CONDITIONS, OR OBSTRUCTIONS, NOTIFY LANDSCAPE ARCHITECT BEFORE PLANTIN6. 5.PLANTIN6 TIME: PLANT OR INSTALL MATERIALS DURING NORMAL PLANTIN6 SEASONS FOR EACH TYPE OF LANDSCAPE WORK REQUIRED. GORRELATE PLANTING WITH SPECIFIED MAINTENANGE PERIODS TO PROVIDE MAINTENANCE FROM DATE OF SUBSTANTIAL COMPLETION. 1.5 GENERAL SITE CONDITIONS A. LANDSCAPE CONTRACTOR SHALL GIVE LANDSCAPE ARCHITECT A MINIMUM OF TEN (10) DAYS NOTICE PRIOR TO INTENTION TO PROCEED WITH CONSTRUCTION. B. CONSTRUCTION MUST BE PERFORMED IN ACCORDANCE WITH ALL APPLICABLE CODES, PERMIT CONDITIONS, ORDINANCES AND POLICIES OF THE GOVERNING JURISDICTION. C. THE APPLICANT IS RESPONSIBLE FOR OBTAINING ANY OTHER RELATED OR REQUIRED PERMITS PRIOR TO THE START OF CONSTRUCTION. D. A COPY OF THE APPROVED PLANS, SPECIFICATIONS, AND PERMIT APPROVALS MUST BE ON SITE WHENEVER CONSTRUCTION 15 IN PR06PES5 AND SHALL REMAIN ON SITE UNTIL PROJECT COMPLETION. E. LANDSCAPE ARCHITECT SHALL BE ON SITE, AS NECESSARY, TO MONITOR CONSTRUCTION AND APPROVE MINOR REVISIONS TO THE PLAN. 1.6 TOPSOIL A. ALL 6RADIN6 SHALL BE DONE PER THE APPROVED CIVIL SET AND SPECIFICATIONS. ALL PLANTING AREAS SHALL BE OVER -EXCAVATED 9" FOR PLAGEMENT OF IMPORTED 3-WAY TOPSOIL (GEDAR GROVE OR EQUAL). GENERAL CONTRACTOR SHALL PROTECT TOPSOIL AS NECESSARY TO ENSURE STABILITY AND ADEQUATE EROSION CONTROL. SEE TESL PLAN BY CIVIL FOR EROSION 5MP5 FOR THE SITE. STOCKPILED TOPSOIL SHALL BE SCREENED THROUGH A I" MESH PRIOR TO PLACEMENT IN PLANTING BEDS. o AV CIF NOTES tt�BNNorcN AFGI MT I. SURVEY FROVIDED BY AX15 5URVEY5 4 MAPPING, 15241 HE 90TH 5T, REDMOND, WA 46052, (425) 623-5100. WA pM 2. 51TE PLAN PROVIDED BY KPFF, 1601 FIFTH o FIGAV Wo. lI AVE, SUITE 1600, SEATTLE, WA 96101 p�wl�ansmK (206) 622-5&22. 3. SOURCE DRAWING WAS MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. NOT FOR CONSTRUCTION THESE PLAN5 HAVE BEEN %5MIT7ED TO THE APFAOPftIATE AGENCIES FOR REVIEW Alm APPROVAL UNTIL APPRCNE , Know whars below. THESE PLAN5 ARE: Call before you dig. 5U5JECT TO REV15ION B. IN ALL IN -GROUND LAN05CAPE BEDS OVER -EXCAVATE 9" BELOW FINISHED ELEVATION 5HOWN ON PLANS FOR PLACEMENT OF 4" OF STOCKPILED ORGANIC TOPSOIL OR IMPORTED 3-WAY TOPSOIL. TILL INTO THE TOP 6" OF 50136RADE PRIOR TO PLANTING. INSTALL AREA DRAINS WHERE LANDSCAPE CONTRACTOR DEEMS NEGE55ARY FOR PROPER DRAINAGE THIS PLAN DOES NOT INCLUDE DRAINA6E FOR LANDSCAPED AREAS. THIS SHALL BE ASSESSED AND INCLUDED WITH THE LANDSCAPE CONTRACTOR'S SCOPE FOR IMPLEMENTATION OF THIS LANDSCAPE PLAN. 1.7 PROJECT WARRANTY A. WARRANTY ALL PLANTING FOR A PERIOD OF ONE YEAR AFTER DATE OF FINAL ACCEPTANCE BY OWNER, AGAINST DEFECTS INCLUDING DEATH AND UNSATISFACTORY GROWTH, EXCEPT FOR DEFEGT5 RESULTING FROM NEGLECT BY OWNER, ABUSE OR DAMAGE BY OTHERS, OR UNUSUAL PHENOMENA OR INCIDENTS WHICH ARE BEYOND LANDSCAPE GONTRAGTOR'S CONTROL. B. IMMEDIATELY REMOVE AND REPLACE TREES, SHRUBS OR OTHER PLANTS FOUND TO BE DEAD OR IN UNHEALTHY CONDITION DURING WARRANTY PERIOD. REPLACE PLANT MATERIAL IN DOUBTFUL CONDITION AT END OF WARRANTY PERIOD; UNLESS, IN OPINION OF LANDSCAPE ARCHITECT, IT 15 ADVISABLE TO EXTEND WARRANTY PERIOD FOR A FULL GROWING SEASON. G. ANOTHER INSPECTION WILL BE CONDUCTED AT END OF EXTENDED WARRANTY PERIOD TO DETERMINE ACCEPTANCE OR REJECTION OF PLANT MATERIAL. ONLY ONE REPLACEMENT (PER TREE, SHRUB OR PLANT) WILL BE REQUIRED AT END OF WARRANTY PERIOD, EXCEPT FOR LOSSES OR REPLACEMENTS DUE TO FAILURE TO COMPLY WITH SPECIFIED REQUIREMENTS. PART 2: PRODUCTS AND MATERIALS 2.1 TOPSOIL A. IMPORTED TOPSOIL SHALL BE FERTILE, FRIABLE, SANDY LOAM, FREE OF SUBSOIL, CLAY LUMPS, BRUSH, WEEDS AND OTHER LITTER, AND FREE OF ROOTS, STAMPS, STONES LARGER THAN I" IN ANY DIMENSION, AND OTHER EXTRANEOUS OR TOXIC, MATTER HARMFUL TO PLANT GROWTH. 501L SHALL BE OF EQUAL PARTS BY VOLUME: SANDY LOAM, SAND AND GOMP05T. AGGEPTABLE PRODUCT: 3 WAY TOPSOIL FROM CEDAR GROVE OR APPROVED EQUAL. B. PROVIDE ADDITIONAL TOPSOIL FROM LOGAL SOURCES OR FROM AREAS HAVING SIMILAR 501L CHARACTERISTICS TO THAT FOUND AT PROJECT SITE. OBTAIN TOP501L ONLY FROM NATURALLY, WELL -DRAINED SITES WHERE TOPSOIL OCCURS IN A DEPTH OF NOT LE55 THAN b"; DO NOT OBTAIN FROM BOSS, MARSHES OR OTHER WETLAND AREAS. 2.2 501L AMENDMENTS A. LIME: NATURAL DOLOMITIC LIMESTONE CONTAINING NOT LE55 THAN 55% OF TOTAL CARBONATES WITH A MINIMUM OF 30% MAONE51UM CARBONATES, GROUND 50 THAT NOT LESS THAN 90% PASSES A 10-MESH SIEVE AND NOT LESS THAN 50% PASSES A 100-ME5H SIEVE. RATE OF APPLICATION SUITED TO SOIL ACIDITY AND TYPE OF PLANTING, AS DETERMINED BY 501L TESTING. B. ORGANIC MATTER: ORGANIC, WEED- AND DEBRIS -FREE COMPOST, GEDAROROVE OR EQUIVALENT. 2.3 MULCH A. BARK OR WOOD CHIP MULCH SHALL BE DERIVED FROM DOU6LA5 FIR, PINE, OR HEMLOCK SPECIES. THE MULCH SHALL NOT CONTAIN RESIN, TANNIN, OR OTHER COMPOUNDS IN QUANTITIES THAT WOULD BE DETRIMENTAL TO ANIMAL, PLANT LIFE, OR WATER QUALITY. SAWDUST SHALL NOT BE USED AS MULCH. B. MULCH SHALL BE MEDIUM -COARSE GROUND WITH AN APPROXIMATELY 3-INCH MINUS PARTICLE SIZE. FINE PARTICLES SHALL BE MINIMIZED 50 THAT NOT MORE THAN 30%, BY L005E VOLUME, WILL FA55 THROUGH A US NO. 4 SIEVE. 2.4 COMMERCIAL FERTILIZER D. FOR ALL PLANTING BEDS: PLANTINGS SHALL BE FERTILIZED WITH A SLOW-RELEA5E GENERAL GRANULAR FERTILIZER (I6-16-16), OR SLOW -RELEASE FERTILIZER TABLETS, WITH APPLICATION RATES AS SPECIFIED BY MANUFACTURER. FERTILIZER SHALL BE APPLIED AFTER PLANTING PIT 15 BAGKFILLED (OR DURING BAGKFILL IN THE CASE OF TABLETS), AND PRIOR TO APPLICATION OF MULCH. FERTILIZER SHALL NOT BE APPLIED BETWEEN NOVEMBER AND MARCH. E. 2.5 PLANT MATERIALS A. VERIFY QUANTITIES: VERIFY PLANT LOCATIONS AND QUANTITIES OF PLANTS ON THE PLANT SCHEDULE WITH TH05E REPRESENTED ON THE PLAN. ACTUAL PLANT QUANTITIES SHOWN ON PLANTING PLANS TO PREVAIL OVER QUANTITIES SHOWN ON PLANT SCHEDULE IN THE EVENT OF A DISGREPANCY. B. QUALITY: PROVIDE PLANT MATERIAL OF SIZE, GENUS, SPECIES AND VARIETY SHOWN AND SCHEDULED FOR LANDSCAPE WORK AND COMPLYING WITH RECOMMENDATIONS AND REQUIREMENTS OF AN51 Z60.1, CURRENT EDITION "AMERIGAN STANDARD FOR NURSERY STOCK". ALL PLANT MATERIALS TO BE LOCALLY GROWN (WESTERN WA, WESTERN OR, OR WESTERN BC,), HEALTHY, BUSHY, AND IN VIGOROUS GROWING CONDITION. IF REPLACEMENT OF PLANT MATERIAL 15 NECESSARY DUE TO CONSTRUCTION DAMAGE OR PLANT FAILURE WITHIN ONE YEAR OF INSTALLATION, SIZE AND QUALITY SHALL BE AS INDICATED ON THE PLANS. G. DECIDUOUS AND EVERGREEN TREES: PROVIDE BALLED AND BURLAPPED (545)TREES OF HEIGHT AND/OR CALIPER SCHEDULED AND WITH BRANCHING CONF16URATION RECOMMENDED BY ANSI Z60.1, CURRENT EDITION, FOR TYPE AND SPECIES REQUIRED. TREES TO HAVE UNIFORM BRANCHING, SINGLE STRAIGHT TRUNKS, (UNLESS SPECIFIED AS MULTI -STEM) AND CENTRAL LEADER INTACT AND UNDAMAGED. BALLED AND BURLAPPED STOCK SHALL HAVE BEEN ROOT PRUNED AT LEAST ONCE IN THE LAST THREE YEARS. CONTAINER STOCK SHALL BE FULLY ROOTED BUT NOT ROOT -BOUND. PLANT MATERIAL WITH DAMAGED ROOT ZONES OR BROKEN ROOTBALLS WILL NOT BE ACCEPTED. 2.6 TEMPORARY IRRIGATION A. A TEMPORARY (3 YEAR WARRANTEE) DRIP IRRIGATION SYSTEM SHALL BE DESIGNED AND INSTALLED BY LANDSCAPE CONTRACTOR UPON COMPLETION OF TOP501L PLACEMENT AND PRIOR TO INSTALLATION OF PLANTINGS WITHIN THE LANDSCAPE AREA. ALL PLANTED AREAS SHALL RECEIVE ADEQUATE DRIP COVERAGE TO ALL NEW PLANTINGS IN THE LANDSCAPED BEDS. B. PROVIDE WRITTEN VERIFICATION TO LANDSCAPE ARCHITECT THAT BAGKFLOW PREVENTION PER CODE EXISTS ON THE LINE TO BE USED AS A POINT OF CONNECTION FOR THE IRRIGATION SYSTEM. IF VERIFICATION CANNOT BE MADE, PROVIDE BAGKFLOW PREVENTION PER CODE AS A PART OF THE INSTALLATION. G. GENERAL CONTRACTOR SHALL PROVIDE SLEEVIN6, WATER AND ELECTRICITY FOR THE SYSTEM. LANDSCAPE CONTRACTOR SHALL PROVIDE ISOLATION VALVE AND CONNECTION TO WATER AND CONTROLLER. D. LANDSCAPE CONTRACTOR SHALL INSTALL 501L MOISTURE PROBE CONNECTED TO IRRIGATION SYSTEM TO DETERMINE WHEN IRRIGATION 15 NECESSARY DURING THE DRY SEASON. INSTALL PER MANUFAGTURER5 SPECIFICATIONS. E. LANDSCAPE CONTRACTOR 15 RESPONSIBLE FOR ENSURING PROPER FUNCTION AND CONNECTION OF THE IRP16ATION SYSTEMS, AND TO "WINTERIZE" INSTALLED IRRIGATION SYSTEM PRIOR TO OCT05ER 315T. 2.1 MISCELLANEOUS LANDSCAPE MATERIALS A. STAKES DEADMEN AND GUYS: PROVIDE STAKES AND DEADMEN OF SOUND NEW, PRESSURE TREATED HEM -FIR, FREE OF KNOT HOLES AND OTHER DEFECTS. SIZE AS FOLLOWS: STAKES: 2"X2"X8'-O", POINTED, STAINED DARK BROWN. B. DEADMEN: 2"X2"X3'-O% POINTED, STAINED DARK BROWN. PROVIDE WIRE TIES AND )UY5 OF 2-5TRAND, TWISTED, PLIABLE GALVANIZED IRON HIRE NOT LIGHTER THAN 12 6A. WITH ZING-GOATED TURNBUCKLES. PROVIDE NOT LESS THAN 5/4 INCH DIAMETER BLACK RUBBER OR PLASTIC HOSE, GUT TO REQUIRED LENGTHS TO PROTECT TREE TRUNKS FROM DAMAGE BY WIRES. C. LIGHTING: SEE DRAWINGS BY OTHERS FOR ALL OUTDOOR LIGHTING DETAILS. PART 3: EXECUTION 5.1 501L PREPARATION A. COORDINATE THE WORK OF THI5 SECTION WITH "IRRIGATION SYSTEM INSTALLATION". I. STAKE PROPOSED TREE LOCATIONS AND SECURE LANDSCAPE ARGHITE6T'5 AGGEPTANGE BEFORE START OF PLANTING WORK. MAKE MINOR ADJUSTMENTS AS MAY BE REQUESTED. 2. PREPARATION OF PLANTING AREAS: PRIOR TO PLANTINI TOPSOIL SHALL BE PLACED AND TILLED INTO THE 5UB6RADE PER THE TOPSOIL SECTION. 3. EXCAVATION FOR TREES AND SHRUBS: EXCAVATE PITS AND BEDS WITH VERTICAL SIDES AND WITH BOTTOM OF EXCAVATION SLIGHTLY RAISED AT CENTER TO PROVIDE PROPER DRAINAGE. SCARIFY SOIL IN BOTTOM AND SIDES OF PLANTING PIT. 4. FOR BALLED AND BURLAPPED (54 B) TREES AND SHRUBS, MAKE EXCAVATIONS AT LEAST TWICE AS WIDE AS THE BALL DIAMETER AND EQUAL TO THE BALL DEPTH, PLUS AN ALLOWANCE FOR SETTING OF BALL ON A T' LAYER OF COMPACTED PLANTING 501L MIXTURE. 5. FOR CONTAINER GROWN STOCK, EXCAVATE AS SPECIFIED FOR BALLED AND BURLAPPED STOCK, ADJUSTED TO SIZE OF CONTAINER WIDTH AND DEPTH. 5.2 PLANTING A. TIMING: TO OCCUR BETWEEN NOVEMBER I5T AND MARCH BST. NO PLANTING 15 TO BE PERFORMED WHEN GROUND 15 FROZEN. B. INSPECTION: NOTIFY LANDSCAPE ARCHITECT PRIOR TO PLANTING TO REVIEW QUALITY, PLACEMENT AND TIMING. STAKE THE PROPOSED LOCATION OF ALL TREES AND SHRUBS WITH AN APPROVED GODING SYSTEM. FOR LARGE GROUPINGS OF SINGLE SHRUB SPECIES, BOUNDARY MAY BE STAKED. LANDSCAPE ARCHITECT TO REVIEW AND APPROVE LOCATIONS PRIOR TO PLANTING OR RELOGATING PLANT MATERIAL. G. PLANTING TREES AND SHRUBS: SET BALLED AND 13UPLAPFED (34B) STOCK ON LAYER OF COMPACTED PLANTING SOIL MIXTURE, PLUMB AND IN CENTER OF PIT WITH TOP OF BALL 5LI&HTLY HIGHER THAN ADJACENT FIN15HED LANDSCAPE GRADES TO ACCOUNT FOR MULCH DEPTH. UNTIE AND REMOVE BURLAP FROM SIDES OF BALLS; RETAIN ON BOTTOMS. WIRE BASKETS, IF USED, SHALL BE GUT AWAY FROM ROOTBALL TO THE MAXIMUM EXTENT PRACTICABLE. WHEN SET, PLACE ADDITIONAL BAGKFILL AROUND BASE AND SIDES OF BALL, AND WORK EACH LAYER TO SETTLE BAGKFILL AND ELIMINATE VOIDS AND AIR POCKETS. PLACE FERTILIZER WHILE BACKFILLIN6. WATER AFTER PLACING FINAL LAYER OF BAGKFILL AND CORRECT ANY SETTLEMENT THAT MAY OCCUR. I. SET CONTAINER GROWN STOCK AS SPECIFIED FOR BALLED AND BURLAPPED STOCK, EXCEPT FULLY REMOVE CONTAINER. 2.CREATE SAUCER IN BAGKFILL AROUND TREES TO HELP RETAIN WATER. SAUCER AREA SHALL HAVE A DIAMETER OF AT LEAST 3 FEET. 3. TREES PLANTED TOO HIGH (EXPOSED SIDES OF ROOT BALL) OF TOO LOW (BURIED BASE OF TRUNK) WILL BE REQUIRED TO BE REPLANTED. D. PRUNE TREES AND SHRUBS ONLY TO REMOVE BROKEN OR DAMAGED BRANGHE5, OR AS DIRECTED BY LANDSCAPE ARCHITECT. ALL PRUNING SHALL FOLLOW STANDARD HORTICULTURAL PRACTICES. DO NOT GUT TREE LEADERS. ANY PRUNING OF SHRUBS SHALL RETAIN A NATURAL CHARACTER. DO NOT SHEAR SHRUBS I. REMOVE AND REPLACE EXGE551VELY PRUNED OR MALFORMED 5TOGK RESULTING FROM IMPROPER PRUNING. E. APPLY ANTI -DESICCANT 051NO POWER SPRAY TO PROVIDE AN ADEQUATE FILM OVER TRUNKS, BRANGHE5, STEMS, TWI55 AND FOLIAGE. I. IF DEGIDUOU5 TREES OR SHRUBS ARE MOVED IN FULL -LEAF, SPRAY WITH ANTI-DESIGGANT AT NURSERY BEFORE MOVING AND AGAIN 2 WEEKS AFTER PLANTING. F. GUY AND STAKE TREES IMMEDIATELY AFTER PLANTIN6, WITH 2 STAKES PER DECIDUOUS TREE OR 3 STAKES PER EVERGREEN TREE. ORIENT STAKES TO RESIST THE FORGE OF THE WIND. 6. PLANTIN6 6ROUNDGOVER: SPACE PLANTS AS SHOWN IN DETAIL. I. DIG HOLES LARGE ENOUGH TO ALLOW FOR 5PREADIN6 OF ROOTS AND BAGKFILL WITH PLANTIN6 SOIL. WORK 501L AROUND ROOTS TO ELIMINATE AIR POCKETS AND LEAVE A SLIGHT SAUCER INDENTATION AROUND PLANTS TO HOLD WATER. WATER THOROUGHLY AFTER PLANTING, TAKING CARE NOT TO GOVER GROWNS OF PLANTS WITH WET SOILS. 2. MULCH AREAS BETWEEN 6ROUNDCOVER PLANTS TO A DEPTH OF 31,. TAPER MULCH TO BASE OF 6ROUNDGOVERS AND TAKE EXTRA CARE TO ENSURE 6ROUNDCOVERS ARE NOT BURIED WITH MULCH. H. MULCH ALL PLANTING BEDS: PROVIDE NOT LESS THAN A 3-INCH THICKNESS OF MULCH AND FINISH LEVEL WITH ADJACENT FINISHED GRADES AND PAVED SURFACES. MULCH SHALL BE FEATHERED TO THE BASE OF PLANTS AND KEPT AT LEAST b-INCHES AWAY FROM THE CROWNS OF SHRUBS OR TRUNKS OF TREE5. 3.4 MAINTENANCE A. BEGIN MAINTENANCE IMMEDIATELY AFTER PLANTING. B. MAINTAIN TREES, SHRUBS AND OTHER PLANTS UNTIL FINAL PROJECT ACCEPTANCE BY OWNER BUT IN NO CASE LESS THAN 90 DAYS AFTER SUBSTANTIAL COMPLETION OF THE PROJECT. G. MAINTAIN TREES, SHRUBS AND OTHER PLANTS BY WATERING, PRUNING, CULTIVATING AND WEEDING AS REQUIRED FOR HEALTHY GROWTH. APPLY ANTI -DESICCANT AS SPECIFIED. RESTORE PLANTING SAUGERS. TIGHTEN AND REPAIR STAKE AND GUY SUPPORTS AND RESET TREES AND SHRUBS TO PROPER GRADES OR VERTICAL POSITION AS REQUIRED. SPRAY AS REQUIRED TO KEEP TREES AND SHRUBS FREE OF INSECTS AND DISEASE. 3.5 CLEANUP AND PROTECTION A. DURING LANDSCAPE WORK, KEEP PAVEMENTS GLEAN AND WORK AREA IN AN ORDERLY CONDITION. B. PROTECT LANDSCAPE WORK AND MATERIALS FROM DAMAGE DUE TO LANDSCAPE OPERATIONS, OPERATIONS BY OTHER CONTRACTORS AND TRADES AND TRESPASSERS. MAINTAIN PROTECTION DURING INSTALLATION AND MAINTENANCE PERIODS. TREAT, REPAIR OR REPLACE DAMAGED LANDSCAPE WORK AS DIRECTED. 3b INSPECTION AND ACCEPTANCE A. WHEN LANDSCAPE WORK 15 GOMPLETED, INGLUDIN6 MAINTENANCE, LANDSCAPE ARCHITECT WILL, UPON REQUEST, MAKE AN INSPECTION TO DETERMINE ACCEPTABILITY. B. LANDSCAPE WORK MAY BE INSPECTED FOR ACCEPTANCE IN PARTS ONLY IF AGREEABLE TO LANDSCAPE ARCHITECT, PROVIDED WORK OFFERED FOR INSPECTION 15 COMPLETE, INGLUDIN6 MAINTENANCE. C. WHERE INSPECTED LANDSCAPE WORK DOES NOT COMPLY WITH REQUIREMENTS, REPLACE REJECTED WORK AND CONTINUE SPECIFIED MAINTENANCE UNTIL RE -INSPECTED BY LANDSCAPE ARCHITECT AND FOUND TO BE ACCEPTABLE. REMOVE REJECTED PLANTS AND MATERIALS PROMPTLY FROM PROJECT SITE. 1 CIVIL CONSTRUCTION PERMIT /12/21 ° 11"ZLN AS NOTED araaar.' 1°0198°21991 DATUM CITY OF DL'T.TTOT.T g/Pu1bli RENTON Planning/Building/Public Works Dept. 2 CIVIL CONSTRUCTION PERMIT RESUBMNTAL WO8/31/21 o EP 3 CINL CONSTRUCTION PERMIT RESUBMIDAL 01/07/22 4 CIAL CONSTRUCTION PERMIT RESUBM17AL 0/11/22 PHN4 LK EP °- � 3f1 "f0°p1"' NO. REVISION BY DATE APPR as" R-417 8121 IN COMPLIANCE WITH CITY OF RENTON STANDARDS erra 4/060 22G I I D EVELOPMEWrENGINEERih MHerinsippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 PLANTING 5PECIFICATION5 .O O N O O O T N Lei Ln O M O O O O N Q Z) J M C'M CM O O O 00 r7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 v O LU I- Q LU J O 51CRETENTION SOIL SPECIFICATIONS DISCHAR6E POINT WHICH CAN EITHER BE AN ENCLOSED DRAINAGE SYSTEM (I.E., LOWLANDS REGION. THE CARBON TO NITROGEN RATIO SHALL BE CALCULATED 2 A LI5T OF ETA CERTIFIED LABORATORIES CAN BE FOUND AT REQUIREMENTS FOR THE BIORETENTION SOIL MIX INCLUDE: I. AN IH"-THIGK BIORETENTION SOIL MIX LINER EXTENDING UP SLOPES TO MAXIMUM WATER STORA6E DEPTH 15 REQUIRED IN THE BIORETENTION CELL, SHALE, OR PLANTER. THE BIORETENTION SOIL MIX SHALL BE PER REFERENCE SECTION II-6. COMPOST SHALL MEET SPECIFICATION I DESCRIBED IN REFERENCE SECTION II-G. 2.00 NOT USE FILTER FABRICS BETWEEN THE SUBGRADE AND THE 51ORETENTION SOIL MIX. THE GRADATION BETWEEN EXISTING SOILS AND BIORETENTION 501L MIX 15 TYPICALLY NOT GREAT ENOUGH TO ALLOW 510NIFICANT MIGRATION OF FINES INTO THE BIORETENTION 501L MIX, ADDITIONALLY, FILTER FABRICS MAY GL06 WITH DOWNWARD MIGRATION OF FINES FROM THE BIORETENTION SOIL MIX. 3.ON51TE 501L MIXING OR PLACEMENT SHALL NOT BE PERFORMED IF BIORETENTION SOIL MIX OR SUBGRADE SOIL 15 SATURATED. THE BIORETENTION SOIL MIXTURE SHOULD BE PLACED AND GRADED BY MACHINERY OPERATING ADJACENT TO THE BIORETENTION FACILITY. 4.IF MACHINERY MUST OPERATE IN THE BIORETENTION CELL FOR SOIL PLACEMENT, USE LIGHT WEIGHT EQUIPMENT WITH LOW GROUND -CONTACT PRESSURE. THE 501L MIXTURE SHALL BE PLACED IN HORIZONTAL LAYERS NOT TO EXCEED 12 INCHES PER LIFT FOR THE ENTIRE AREA OF THE BIORETENTION FACILITY. 5.GOMPAGT THE BIORETENTION SOIL MIX TO A RELATIVE COMPACTION OF 55 PERCENT OF MODIFIED MAXIMUM DRY DENSITY (A5TM D 1557). COMPACTION GAN BE ACHIEVED BY BOOT PACKING (SIMPLY WALKING OVER ALL AREAS OF EACH LIFT), AND THEN APPLY 0.2 INCHES (0.5 CM) OF WATER PER I INCH (2.5 GM) OF 51ORETENTION 501L MIX DEPTH. WATER FOR SETTLING SHOULD BE APPLIED BY SPRAYING OR SPRINKLING. &.PRIOR TO PLACEMENT OF THE 55M, THE FINISHED 5UB0RADE SHALL: (A) BE 5GARIFIED TO A MINIMUM DEPTH OF 3 INCHES; (B) HAVE ANY SEDIMENT DEF051TED FROM CONSTRUCTION RUNOFF REMOVED (TO REMOVE ALL INTRODUCED SEDIMENT, 51)B6RADE 501L SHOULD BE REMOVED TO A DEPTH OF 3-6 INCHES AND REPLACED WITH B5M); AND (6) BE INSPECTED BY THE RESPONSIBLE ENGINEER TO VERIFY REQUIRED SUB6RADE CONDITION. I.IF USING THE DEFAULT BIORETENTION SOIL MIX DESCRIBED IN REFERENCE SECTION II-6, PRE -PLACEMENT LABORATORY ANALYSIS FOR SATURATED HYDRAULIC CONDUCTIVITY OF THE BIORETENTION 501L MIX IS NOT REQUIRED. VERIFICATION OF THE MINERAL A66REOATE 6RADATION, COMPLIANCE WITH THE COMPOST SPECIFICATIONS, AND THE MIX RATIO MUST BE PROVIDED. 5. CUSTOM BIORETENTION SOIL MIXES MAY BE CONSIDERED UNDER THE ADJUSTMENT PROGE55 DESCRIBED IN SECTION 1.4. 9.5IORETENTION GO145TRUGTED WITH IMPORTED COMPOST MATERIALS ARE NOT ALLOWED WITHIN ONE -QUARTER MILE OF A SENSITIVE LAKE IF THE UNDERLYING NATIVE 501L DOES NOT MEET THE 501L SUITABILITY CRITERIA FOR TREATMENT IN SECTION 5.2.1. 10, BIORETENTION GON5TRUGTED WITH IMPORTED GOMP05T MATERIALS ARE NOT ALLOWED WITHIN 'A MILE OF THOSE WATERBODIES LISTED AS CATEGORY 2, 4, OR 5 FOR EITHER NUTRIENTS OR LOW DO DETERMINED TO BE CAUSED BY NUTRIENTS. THESE HATERBODIE5 ARE FOUND ON EGOLC6Y'5 COMBINED 303(0)/305(5) HATER QUALITY A55ESSMENT LIST. THE EXCEPTION TO THIS PROHIBITION 15 WHERE PHOSPHOROUS 15 THE IDENTIFIED NUTRIENT AND THE UNDERLYING NATIVE SOIL MEETS SOIL SUITABILITY GRITERIA FOR TREATMENT DESCRIBED IN SECTION 5.2.1. 5UB6RADE THE MINIMUM MEASURED SUDSPADE INFILTRATION RATE FOR BIORETENTION FACILITIES WITHOUT UNDERDRAIN5 15 0.5 INCHES PER HOUR, FOR BIORETENTION FAGILITIE5 WITH UNDERDRAIN5, THERE 15 NO MINIMUM SU56FADE INFILTRATION RATE. DURIN6 CONSTRUCTION, THE SUB6RADE SOIL SURFACE CAN BECOME SMEARED AND SEALED BY EXCAVATION EQUIPMENT. THE DESIGN SHALL REQUIRE SCARIFICATION OR RAKING OF THE 51DE HALLS AND BOTTOM OF THE BIORETENTION FACILITY EXCAVATION TO A MINIMUM DEPTH OF 4 INCHES AFTER EXCAVATION TO RESTORE INFILTRATION RATE. FOLLOW THE PROCESS OUTLINED IN SECTION 5.2.1 FOR DETERMINING THE DE51611 INFILTRATION RATE FOR THE SUB6RADE. UNDERDRAIN (IF REQUIRED) UNDERDRAIN SYSTEMS MUST BE INSTALLED IF THE BIORETENTION FACILITY 15: • LOCATED NEAR SENSITIVE INFRASTRUCTURE (E&., UNSEALED BASEMENTS) AND POTENTIAL FOR FLOODING 15 LIKELY • USED FOR FILTERING STORMWATER FLOW5 FROM OAS STATIONS OR OTHER POLLUTANT HOT5POT5 (REQUIRES AN IMPERMEABLE LINER) • LOCATED ABOVE SUB6RADE SOILS WITH A MEASURED INFILTRATION RATE OF LE55 THAN 0.3 INCHES PER HOUR. •IN AN AREA THAT DOES NOT PROVIDE A MINIMUM OF 3 FEET OF CLEARANCE BETWEEN THE LOHE5T ELEVATION OF THE BIORETENTION 501L MIX, OR AN UNDERLYING GRAVEL LAYER, AND THE SEASONAL HIGH GROUNDWATE ELEVATION OR OTHER IMPERMEABLE LAYER THE UNDERDRAIN PIPE DIAMETER WILL DEPEND ON HYDRAULIC CAPACITY REQUIRED. THE UNDERDRAIN SHALL BE CONNECTED TO AN ACCEPTABLE FAIe CP rvaRmsra+ IE6blp® � LMp9GMl NVAXIpi NA LR PMA2t camPlcAre xo. I]W ewllPs anumaa 13 Know what's below. Call before you dig. AGE PIPE SYSTEM, GULVERT, OR TIGHTLINE) OR AN OPEN DRAINFEATURE (E.G., ON A DRY WEIGHT BA515 U51NO TMEGG 5.02A (OGARBON TO NITROGEN <HTTP://COMPOSTINGCOUN6IL.OR6/LABS/>. SECOND BIORETENTION DELL, DITCH, CHANNEL). RATIOA), WHIGH USES TMEGG 04.0IA, OOROANIC GARBONA DIVIDED BY THE 3 A LI5T OF WA EGOL06Y AGGREDITED LABORATORIES CAN BE FOUND AT REQUIREMENTS ASSOCIATED WITH THE UNDERDRAIN DESIGN INCLUDE: DRY WEIGHT OF OTOTAL NA (TMEGG 04.02D). <HTTP://WWWEGYWA60V/PROCRAM5/EAP/LAB5A. ONLY LABORATORIES • SLOTTED SUBSURFACE DRAIN PVC PER A5TM D155 SON 40. 9.GOMPO5T PH SHALL BE BETWEEN 6.0 AND 8.5 WHEN TESTED IN AGGORDANGE CERTIFIED FOR THE SPECIFIED METHODS MAY BE USED FOR COMPOST TESTING. • SLOTS SHOULD BE CUT PERPENDICULAR TO THE LONG AXIS OF THE PIPE AND WITH U.S. COMPOSTING COUNCIL TMEGG 04.11-A, 01:5 SLURRY PH.A II-C.2.CBG IORETENTION 501L MIX AGREGATE BE 0.04 TO 0.069 INCHES BY I INCH LONG AND BE SPACED 0.25 INCHES 10. SOLUBLE SALT CONTENT SHALL BE LE55 THAN 4.0 05/M (MMH05/GM) WHEN AGGREGATE GRADATION APART (SPACED LONGITUDINALLY). SLOTS SHOULD BE ARRANGED IN FOUR TESTED IN ACCORDANCE WITH ROWS SPACED ON 45-DEGREE CENTERS AND GOVER % OF THE THE FOLLOWING TABLE PROVIDES A GRADATION GUIDELINE FOR THE A66REGATE CIRCUMFERENCE OF THE PIPE. U.S. GOMPOSTIN6 COUNCIL TMEGG 04.10 OELEGTRIGAL CONDUCTIVITY, 1:5 COMPONENT OF A BIORETENTION SOIL MIX SPECIFICATION IN WESTERN • UNDERDRAIN PIPE SHALL HAVE A MINIMUM DIAMETER OF 5 INCHES IN THE SLURRY METHOD, MA55 EA515A HA5HINGTON. TH15 SAND GRADATION 15 OFTEN SUPPLIED A5 A WELL -GRADED PUBLIC ROW AND 6 INCHES FOR PRIVATE PROPERTY. II. COMPOST MATURITY INDICATORS FROM A CUCUMBER BIOA55AY (TMEGG UTILITY OR SCREENED. WITH COMPOST, THI5 BLEND PROVIDES ENOUGH FINES FOR • UNDERDRAIN PIPE SLOPE SHALL BE NO LESS THAN 0.5 PERCENT UNLESS 05.05-A OGERMINATION SEEDLING EMERGENGE AND RELATIVE GROWTH) MUST ADEQUATE HATER RETENTION, HYDRAULIC CONDUCTIVITY WITHIN RECOMMENDED BE GREATER THAN HO% FOR BOTH EMERGENCE AND VI60RA). RANGE (SEE BELOW), POLLUTANT REMOVAL CAPABILITY, AND PLANT GROWTH OTHERWISE SPECIFIED BY AN ENGINEER. CHARACTERISTICS FOR MEETING DESIGN GUIDELINES AND OBJECTIVES. • PIPE SHALL BE PLACED IN FILTER MATERIAL AND HAVE A MINIMUM COVER 12. STABILITY SHALL BE l-MG, CO2 - G/6 OM/DAY OR BELOW IN AS DETERMINED DEPTH OF 12 INCHES AND BEDDING DEPTH OF 6 INCHES. COVER DEPTH MAY BE BY U.S. GOMPOSTIN6 COUNCIL TMEGG 05.0&-B OCARBON DIOXIDE EVOLUTION REDUCED UP TO 6 INCHES IN ORDER TO DIEGHARGE STORMWATER FROM THE ATER TO ESTABLISH LOW OXYGEN USE AND LOW G02 GENERATION RATES. FACILITY UNDER GRAVITY FLOW CONDITIONS WHILE MEETING THE APPLICABLE COMPOST SHALL BE SCREENED TO THE FINE COMPOST SIZE GRADATION 5PEGIFGATION IN SECTION II-G.LG OF THIS REFERENCE. ENGINEERING STANDARDS, IF APPROVED BY THE CITY. • FILTER MATERIAL SHALL MEET THE SPECIFICATIONS IN TABLE 5,51C. BIORETENTION 501L MEDIA STANDARD SPECIFICATIONS II-G.I COMPOST COMPOST PRODUCTS SHALL BE THE RESULT OF THE BIOLOGICAL DEGRADATION AND TRANSFORMATION OF UNCONTAMINATED BIOLOGICAL ORGANIC MATERIALS UNDER CONTROLLED CONDITIONS DESIGNED TO PROMOTE AEROBIC DEGOMPOEITION. COMPOST SHALL BE STABLE WITH REGARD TO OXYGEN CONSUMPTION, CARBON DIOXIDE GENERATION, AND SEED GERMINATION AND 5EEDLIN& VIGOR. COMPOST SHALL BE MATURE WITH REGARD TO ITS SUITABILITY FOR USE IN STORMWATER FACILITIES AND EMIRS, P05T-CONSTRUCTION SOIL AMENDMENT, GENERAL LANDSGAPING, OR AN EROSION GONTROL BMP AS DEFINED BELOW. COMPOST SHALL BE TESTED AT A MINIMUM IN ACCORDANCE WITH THE U.S. GOMPOSTIN& COUNCIL OTESTIN6 METHODS FOR THE EXAMINATION OF COMPOST AND GOMPOSTINGA (TMEGG), AS ESTABLISHED IN THE GOMP05TINO GOUNGIL'5 OSEAL OF TE5TIN6 A55URANGEA (STA) PR06RAM. M05T WASHIN6TON COMPOST FACILITIES NOW USE THESE TESTS. ALL TESTS MUST BE DONE ON COMPOST SCREENED TO SPECIFICATION FOR ITS INTENDED USE. II-6.I.B SPECIFICATION 2 COMPOST I. SPECIFICATION 2 COMP05T MANUFACTURING, FEEDSTOCKS, AND TE5TIN6 ARE ALL IDENTICAL TO SPECIFICATION I COMPOST EXCEPT THAT: 0) A MAXIMUM OF 35 PERCENT BY VOLUME OF BI05OLID5 OR MANURE MAY BE SUBSTITUTED FOR REGYGLED PLANT WASTE. b) COMPOST MAY BE FINE OR COARSE GRADATION DEPENDING ON USE AND NEED TO MEET OTHER SCREENED MATERIAL QUALITY CRITERIA. c)6ARBON TO NITR06EN RATIO MAY BE UP TO 40:1 FOR COARSE COMPOST TO BE USED AS A SURFACE MULCH (NOT IN A SOIL MW. II-G.I.G COMPOST SCREENING SIZE GAD RATIONS WHERE COMP05T GRADATION 15 SPECIFIED, IT MUST MEET THE FOLLOWING 51ZE &RADATION5 WHEN TESTED IN ACCORDANCE WITH THE U.S. COMPOSTING COUNCIL OTE5T METH005 FOR THE EXAMINATION OF COMP05T AND GOMPOSTINGA (TMEGG) TEST METHOD 02.02-6. FINE COMPOST SHALL MEET THE FOLLOWING GRADATION BY DRY HEIGHT: MINIMUM PERCENT PASSING 2" EIEVEI00%MINIMUM PERCENT PA551NO I" 51FVE99%MINIMUM PERCENT PASSING, 5/&" 51EVE90%MINIMUM PERCENT PASSING, 1/4" 51EVE15% COARSE COMPOST SHALL MEET THE FOLLOWING &RADIATION BY DRY NE16HT: MINIMUM PERCENT PA551N6 3" 51EVE100%MINIMUM PERCENT FA551NO 1" 51EVE90%MINIMUM PERCENT PASSING 5/4" SIEVEIO%MINIMUM PERCENT PASSING 1/4" SIEVE40% II-G.I.D COMPOST ACCEPTANCE REQUIREMENTS THE CONTRACTOR SHALL SUBMIT THE FOLLOWING INFORMATION TO THE KING COUNTY DEPARTMENT OF PERMITTING AND ENVIRONMENTAL REVIEW (DPER) EN61NEER FOR APPROVAL: I. IF THE MANUFACTURER 15 NOT EXEMPT UNDER TABLE 220-A, OTERMS AND CONDITIONS FOR SOLID HASTE PERMIT EXEMPTION5A A COPY OF THE SOLID WASTE HANDLING PERMIT ISSUED TO THE COMPOST MANUFACTURER BY THE JURISDICTIONAL HEALTH DEPARTMENT IN ACCORDANCE WITH WAG 113-350 (MINIMUM FUNCTIONAL STANDARDS FOR SOLID HASTE HANDLING) OR FOR 51050LID5 COMPOSTS A COPY OF THE COVERAGE UNDER THE GENERAL PERMIT FOR BIOEOLIDS MANAGEMENT ISSUED TO THE MANUFACTURER BY THE DEPARTMENT OF EGOLO&Y IN ACCORDANCE WITH HAG 113-305 (BI05OLID5 MANAGEMENT). 2.THE APPLICANT SHALL PROVIDE WRITTEN VERIFICATION AND LAB ANALYSES THAT THE MATERIAL COMPLIES WITH THE PROCESSES, TESTING, AND STANDARDS SPECIFIED IN WAG I13-350 AND THESE SPECIFICATIONS. AN INDEPENDENT SEAL OF TESTING ASSURANCE (5TA) PR06RAM CERTIFIED LABORATORY2 OR A LABORATORY ACCREDITED BY WA EGOL0GY3 FOR THE SPECIFIED METHODS SHALL PERFORM THE ANALYSES. LAB ANALY515 SHALL BE FOR THE COMPOST DELIVERED ON 51TE FOR PROJECT USE. 3.A COPY OF THE 5TA LABORATORY'S SEAL OF TESTING ASSURANCE STA CERTIFICATION AS 155UED BY THE U.S. GOMP05TINO COUNCIL, OR A GORY OF THE ECOL06Y-GERTIFIED LABORATORY'S ACCREDITATION FOR THE SPECIFIED METHODS. II-C.2 BIOPETENTION 501L MIX SPECIFICATIONS FOLLOW THE 5PE6196ATION BELOW FOR THE APPROVED DEFAULT BIORETENTION 501L MIX. ALTERATIONS TO THIS SPECIFICATION REQUIRE AN I LAND USES AS DESCRIBED IN BULLETS I, 2, AND 3, SWDM SECTION 1.2.8.1, APPROVED ADJUSTMENT, SUBSECTION A OBAEIG NO TREATMENT AREAS, REQUIRED TREATMENT MENUA II-G.2.ADEFAULT BIORETENTION 501E MIX Y I.GOMPOST SHALL HAVE AN ORGANIC MATTER CONTENT OF 40 PERCENT TO 65 BIOPETENTION 501L MIX (BSM) SHALL BE A WELL -BLENDED HOMOGENEOUS R PERGENT BY DRY HE16HT AS DETERMINED BY L055 OF IGNITION TEST METHOD MIXTURE OF BIORETENTION MINERAL AGGREGATE AND BIORETENTION ASTM D 2cF4, OR BY U.S. COMPOSTING COUNCIL TMEGG 050TA COMPOST MEASURED ON A VOLUME BASIS GOMP05ED OF: 91-055-ON-IGNITION OROANIG MATTER METHOD (LOI)A • 35 TO 40 PERCENT BY VOLUME SPECIFICATION I COMPOST PER SECTION 6. COMPOST SHALL HAVE A CARBON TO NITR06EN RATIO BELOW 25:1, II-G.I.A ABOVE AND SEGTION II-G.2.3 BELOW. ALTHOUGH THE CARBON TO NITROGEN RATIO MAY BE AS HIGH A5 55:1 FOR • 60 TO 65 PERGENT BY VOLUME BIOPETENTION MINERAL AGGREGATE PER PLANTINGS COMPOSED ENTIRELY OF PLANTS NATIVE TO THE PUGET SOUND SECTION II-C.2.G BELOW. PROJECTS WHICH PREFER TO CREATE A CUSTOM BIORETENTION 501L MIX RATHER THAN U51NO THE DEFAULT REQUIREMENT ABOVE MUST DEMONSTRATE NOTES COMPLIANCE WITH CRITERIA A5 DESCRIBED IN EC.OLO&Y'S 5TORMWATER 11 ����ll S MANAGEMENT MANUAL FOR WESTERN WASHIN6TON (2014) VOLUME V - RUNOFF I. SURVEY PROVIDED BY AXIS SURVEYS 6 TREATMENT BMPS, EXCEPT THAT ANY MORE STRINGENT COMPOST CRITERIA MAPPING, 15241 NE 90TH 5T, REDMOND, WA REQUIRED BY THIS REFERENCE II-G ARE APPLICABLE. Q8O52, (425) 523-5100. 2. 517E PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE 1600, SEATTLE, WA 96101 (206) 622-5522. 3. 50MCE DRAWING WAS MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. NOT FOR OON5TRUCTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE A6ENGIE , FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SMJEOT TO REVISION II-G.I.A SPE61FICATION I COMPOST I. COMPOST MUST BE PRODUCED AT A FACILITY THAT 15 PERMITTED BY THE JURISDICTIONAL HEALTH AUTHORITY. PERMITTED COMPOST FACILITIES IN WASHINOTON ARE INCLUDED ON A LI5T AVAILABLE AT Y F H >. ST 2COMPOMUST MEET THE DEFINITION OF O=GOMPOSTED MATERIALA IN WAG 113-350-100, AND MUST GOMPLY WITH TE5TIN6 PARAMETERS AND OTHER STANDARDS INGLUDIN6 NOT EXCEEDING CONTAMINANT LIMITS IDENTIFIED IN TABLE 220-5. TESTIN& PARAMETERS, IN WAG 113-350-220; AND OPHYSIGAL GONTAMINANTSA (AS DEFINED IN WAG 113-550-100) CONTENT LE55 THAN 1% BY WEIGHT (TMEGG 03.OS-A) TOTAL, NOT TO EXCEED 0.25 PERGENT FILM PLASTIC BY DRY HE16HT. 5.THE COMPOST PRODUCT MUST ORIGINATE A MINIMUM OF 65 PERCENT BY VOLUME FROM RECYCLED PLANT HASTE COMPRISED OF OYARD OEBRISA OGROP RE5IDUESA AND OBULKIN6 AGENTEA AS THOSE TERMS ARE DEFINED IN WAG 113-350-100. A MAXIMUM OF 35 PERCENT BY VOLUME OF OPO5T-CONSUMER FOOD HASTEA AS DEFINED IN WAG 113-550-100 MAY BE SUBSTITUTED FOR RECYCLED PLANT WASTE. BIOSOLIDS, MANURE, AND/OR BEDDING STRAW OR WOOD CHIPS OR SHAVINGS 6ONTAININ6 ANIMAL EXCRETA ARE NOT ALLOWED. 4.WOOD WASTE FROM CHEMICALLY TREATED LUMBER AND MANUFACTURED HOOD PRODUCTS GONTAININ6 ADHESIVES OR ANY OTHER GHEMIGAL 15 NOT ALLOWED; PAINTED AND STAINED HOOD ARE NOT ALLOWED; AND ONLY SAWDUST FROM VIRGIN LUMBER ALLOWED. NO OTHER TOXIC OR OTHERWISE HARMFUL MATERIALS ARE ALLOWED. 5.FOR HIGH -DENSITY RESIDENTIAL SUBDIVISION DEVELOPMENT, MULTI -FAMILY, COMMERCIAL, AND INDUSTRIAL PROJECTS, AND ROAD PROJECTS CONSIDERED HIGH APT PROJEGT5,1 THE MANUFACTURER OR VENDOR SHALL PROVIDE TO THE END BUYER A LIST OF FEEDSTOCK SOURCES BY PERGENTA&E BY VOLUME IN THE FINAL COMPOST PRODUCT. 6.GOMPOST SHALL HAVE A MOISTURE CONTENT THAT HAS NO VISIBLE FREE HATER OR DUST PRODUCED WHEN HANDLING THE MATERIAL. CIVIL CONSTRUCTION PERMIT CINL CONSTRUCTION PERMIT RESUBM17AL NO, I REVISION II-G.2EBIORETENTION COMPOST BIORETENTION GOMP05T SHALL BE 5PEGIFIGATION I, FINE COMPOST PER SECTIONS II-G.I.A AND II-G.I.G OF THIS REFERENCE. FINE SPECIFICATION I COMPOST SHALL BE USED FOR BIORETENTION 501L MIX AND FOR ANY COMPOST USED TO AMEND BIORETENTION CELL SOIL. TABLE II-6.2.A BIORETENTION 501L MIX MINERAL A66RE6ATE GRADATION SIEVE SIZE PERCENT PASSING 3/8" 100 #4 45-100 010 15-90 #40 25-40 #100 4-10 N200 2-4 WHERE EXISTING SOILS MEET THE ABOVE A66REGATE GRADATION, THOSE SOILS MAY BE AMENDED RATHER THAN IMPORTING MINERAL A66RE6ATE. II-6.3 BIORETENTION MULCH MULCH MAY ONLY BE COMPOSED OF EITHER CHIPPED HOOD AS DEFINED IN SECTION II-C.3.A, OR COMPOST A5 DEFINED IN SECTION II-G.3.B. MULCH MAY NOT BE MADE OF SYNTHETIC MATERIALS INGLUDIN6 BUT NOT LIMITED TO RECYCLED TIRE MATERIAL, VIR61N RUBBER MATERIAL, PLASTICS; OR PRE -OR P05T-GONSUMER CARDBOARD. II-6.3.AARBORI5T'S WOOD CHIP MULCH ARBORIST WOOD CHIP MULCH SHALL BE COARSE GROUND HOOD CHIPS (APPROXIMATELY I/2" TO 6" ALONG THE LON6E5T DIMENSION) DERIVED FROM THE MECHANICAL &RINDIN6 OR SHREDDING, OF THE ABOVE -GROUND PORTIONS OF TREES. IT MAY CONTAIN WOOD, WOOD FIBER, BARK, BRANCHES, AND LEAVES, BUT MAY NOT CONTAIN VISIBLE AMOUNTS OF 501L. IT SHALL BE FREE OF WEEDS AND WEED SEEDS INGLUDIN6 BUT NOT LIMITED TO PLANTS ON THE KING COUNTY NOXIOUS HEED LIST AVAILABLE AT: <WHW.KIN6GOUNTY.GOV/WEEDS>, AND SHALL BE FREE OF INVASIVE PLANT PORTIONS CAPABLE OF RE -SPROUTING, IN6LUDIN6 BUT NOT LIMITED TO HORSETAIL, IVY, CLEMATIS, KNOTIAEED, ETC. IT MAY NOT CONTAIN MORE THAN 0.5% BY DRY HEIGHT OF MANUFACTURED INERT MATERIAL (PLASTIC, CONCRETE, CERAMICS, METAL, ETC). AR50RIST WOOD CHIP MULCH, WHEN TESTED, SHALL MEET THE FOLLOWING LOOSE VOLUME GRADATION: TABLE II-G.2.A BIORETENTION SOIL MIX MINERAL AGGREGATE GRADATION 51FVE SIZE PERCENT PASSING I INCH 100 2" C15-100 1" 10-100 5/8 0-50 NO. 4 0-30 PRIOR TO DELIVERY, THE APPLICANT SHALL PROVIDE THE FOLLOWING: I. THE SOURCE OF THE PRODUCT AND SPECIES OF TREES INCLUDED IN IT; 2.A 51EVE ANALYSIS VERIFYING THE PRODUCT MEETS THE ABOVE SIZE GRADATION REQUIREMENT; 3.A REPRESENTATIVE SAMPLE OF THE PRODUCT FOR COUNTY APPROVAL. II-G.33GOMPOST MULCH SPECIAL REQUIREMENTS • COMPOST MULCH FOR BIORETENTION MUST MEET THE 5PEGIFIGATION I COMPOST REQUIREMENTS OF SECTION II-G.I.A, EXCEPT THAT THE GRADATION MUST BE COARSE COMPOST PER SECTION II-G LG • COMPOST MULCH FOR OTHER FACILITIES AND SHIPS MUST MEET EITHER SPECIFICATION I OR 5PEGIFIGATION 2 COMPOST OF SECTION II-G.I.A OR II-6.I.B RESPECTIVELY, EXCEPT THAT THE GRADATION MUST BE COARSE COMPOST PER SECTION II-G.LG. Ui/,2/2, �ZLN AS NOTED wromw. ,«°: •:�, DATUM ® CITY OF RENTON Planning/Building/Public Works Dept. E/Jt/2, ° EP °'/°)/22 03/n/2Y N. LK III EP °i scue .ao•°�,•a. BY DATE APPR � ° R-41-18122 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING I I DEVELOPMENT ENGINEERIN MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 BIORETENTION SOIL SPECIFICATIONS Co N O O O N u to O CM O O O O Q J cM M Co Co O O 00 '•1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Q 6ROUNDCOVER PLANT MATERIAL; SEE PLANT SCHEDULE W J 3' DEPTH BARK MULISH O TOPSOIL DEPTH Alm —III—III—III—III—III—III—III—III—III TYPE AS SPECIFIED �E ISTINS, TI II® FAIe CP YU911R1FG1 IE6blp® � LMp9GMl NVAXIpi NA LR PMA2t camPlcAre xo. 1]W ew11Ps anumaa ;r fv � B Know what'sbelow. Call before you dig. O O O O EQUAL 6ROUm(gPLANT DIS O5s PAGING INDICATED ON PLANT GHEWLE O O EDGE OF PLANTING BED NOTES I. SURVEY PROVIDED BY AXI5 5URVEYS 4 MAPPING, 15241 NE 90TH 5T, REDMOND, WA 96052, (425) 523-5700. 2. 517E PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE 1600, SEATTLE, WA 96I0I (206) 622-5522. 3. SOURCE DRAWING WAS MODIFIED BY TALA5AEA CON5ULTANT5 FOR VISUAL ENHANCEMENT. NOT FOR CON5TRUCTION THESE PLANS HAVE BEEN 503MITTED TO THE APPROPRIATE A6ENGIE5 FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE, SUBJECT TO REVISION MULCH 3" DEEP IN 2' VIA. RIN6 FOR SHRUBS 4 3' VIA. FOR TREES; DO NOT PILE MIILGH A6AINET STEM 5ET PLANT 5TRAI6HT AND PLACE ROOTBALL ON S LID GROIIIm OR ON COMPACTED BACKFILL BAGKFILL PLANTING HOLE 12 FULL WITH NATIVE SAIL; TAMP SOIL TO 5TABILIZE ROO75ALL; DO NOT D15TUR5 ROOTBALL; BACKFILL REMAINING PLANTING HOLE 4 AMEND 15 G RILL PER SPECIFICATIONS AND/OR PLANT INSTALLATION NOTES FINISHED GRADE 5CARIFY 51DE5 OF PLANTING HOLE; MAKE SURE HOLE HA5 GOOD DRAINAGE EXISTING NATIVE SOIL SET TREE 51FRAI6HT AND RAGE ROOTBALL ON SOLID 6RO1ND OR ON OOMPAOTED BACKFILL. BAOKFILL PLANTIN5 HOLE 1/2 FULL WITH NATIVE SOIL AND TAMP SOIL TO STABILIZE ROOTBALL. GUT AWAY WIRE, 5TRIN5, AND BURLAP AND BAOKFILL REMAINING PLANTING HOLE. AMEND BACKFILL AS NOTED IN THE PLANTING SPECIFICATIONS AND/OR INSTALLATION NOTES. 9 ROOT BARRIER PER PRODUCT SPECIFICATIONS FOOTBALL DIA, IMAGE FROM GREEN INDU5TRY TREE 5ERVIGE MULCH TREE WITH MULCH RIN6 3' DEEP + 3' PIA. TO WITHIN 3' OF THE TRUNK - DO NOT MOUND MULCH A AIN5T TRUNK FORM TEMPORARY 5' HIGH SOIL DAM AROUND TREE TO HOLD WATER. FINI5HED GRADE R-41-18123 IN COMPLIANCE WITH CITY OF RENTON STANDARDS T PLANNING 04/06/2022 DEVELOPMENT ENGINEERING msippo 04/07/2022 F 1 CIVIL CONSTRUCTION PERMIT 103/12/211 1°' p LN AS NOTED iuww u+romu. xw ;e;w; DATUM 11 1T PP ff�mllkCITY OF JW RENTON Planning/Building/Public Works Dept. SCLERA 2842 NE SUNSET BLVD,a°°` RENTON, WA 98056 PLANTIN5 DETAILS E 2 CINL CONSTRUCTION PERMIT RESUBM17AL W/31/21 3 CINL CONSTRUCTION PERMIT RESUBMITTAL 01/07/22 EP 4 CINL CONSTRUCTION PERMIT RESUBMITTAL 031T 22 FH'4 L III n ��:n i EP °i SojX °""° NO. REVISION BY DATE APPR � m O N O O O T N u �' O C'M O C) O O Q J C'M M Co O O O 00 'o1 Q W J O rn Kay Park Recreation 1 Slaking People Plaen, People Friendly Since I W: r Vol us: nlnlalkeyPerLS or fall as: IM J.4.1 1e16 1 JIB Pine St. PO. But 477 Jannville, IA Steil TlCd �alEGMIQIY aKaINNR®IgIM B i Off% S! s1s 1 A/ mdducy C�NEII]c 1EMY I YR }RNEPI MIYI0.MEPMr tl.R!]41l Bk: o1G me®nyl T'wo/M IgYEtYlrOl FE m®dam]® N OIIQO M1n1511E N61TEEt�EIYMeNN:MM1 yG EmrAmNrNE se�I mav3M MDarIOI¢ YOUYBHWMlILn1Yd i MIINMyEIMIIMIIaI®A0 MIlot n dA'DAew1D WMFKN610ROGIn6 1 WBIiAVf1a M5Ll gran 01:13F n)816ROGI JN \ 6vlFlwrauvml(A�Lr4W ¢l TREE GRATE - OLYMPI0 FOUNDRY C NK SERIES 4X5 i 9TA E g W141«ILTON /(((1���I1�'ry//�y NA LR PAWZI cnenwcATe ro. I'Y9 Ewlxes ansnaag E Know whar6 belowe Air 4 Call before you dig. NOTES I. SURVEY PROVIDED BY AXIS SURVEYS 4 MAPPING, 15241 HE 90TH ST, REDlol WA 98052, (425) 525-5TOO. 2. 517E PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE III SEATTLE, HIA 98101 (206) 622-5622, 5. SOURCE DRAHING HA5 MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. NOT FOR CONSTRUCTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE A6ENLIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. BIKE RACK- KAY PARK RECREATION LOOP STYLE BIKE RACK WITH I/i OD TUBING MODEL: HW235-41-10 (5Fji LENGTH: 11 INCHES FRAME FINISH: BLACK POWDER COAT MOUNTING OPTIONS: IN -GROUND MOUNT KAY PARK RECREATION MAKING PLACES PEOPLE FRIENDLY• SINCE IB64 Yl� `R L 0=2 TorylEw a x 3D RrMi NEW LPE VIEW (post553-306 . selwVkeyperk.mm . 2301 Pine St. LnoVllle, IA 50647 B8500 SERIES -HID 6' Heritage Bench Model=.JPAB6 Weight 140 Los Material: Recycled Plastic '. TMM MEIN�aI°mE�al.u=EA RtN. Buewml. D=Iun..ame-xw �9V:IXE�IA+IIE�R�KEUWH9ER IW, ACCESSORIES HOUSING and dIFER �cd,n,i F ImTflSt Sr olmmu aumn (and 0.R 0�9T�j MSw ® °vlaem p es em m too pvi x wall d.. a:e. AT warm e w aren:� a xu all hard are daneaa. mI sae nnrewnra. SED"In.a Na.°°n°°°" Nrvm(A355 d�j omlewstea. FINISH ® © pp� Electrostatically applied IGIoIni P�mnb�ans ervM prepare Powder 20 Coal on substrate t prepared so fail Pavan warn or may'__ \jl u^°i'°° and Iamr. Four nap Irma ma.r and Iron r cap *={li�j\t'o R ° yAJp "'°w ` phopplam meremwam 0p wrnen ral coon anaaand _i °a a Win °" bake hordioroner dare for local namra. and nm aumr.rn. ��Y Whyf Tmo BBSC-iOP minoupawap c WEAK Y101Ihopearl wlnaeaproowar ® m<e effrahet power, proppled ED E1 oharo w non ancient � Stuart brightwoodsn° N MODAL MIT MODEL FINISH ACCESSORIES rnwm .MDMTl DIMM ❑m®wP 0DMo-....... n.r-twst orsnrar-We LE w: omw 0Ali w. T oMaewrcueu... M® ❑rrww owtr wmAT oww+aaPr cu mP oLEPTAVa3u°L1. o Dwxworal mmiyT on A� 7`...' owxry w.aoat 101w 0c aar 0 part_______. esc waarorx0xwesu:[ m2 If Uo73DE... ED,wwMEAREETALLEARAEARREARALLARREA Sun Valley Lighting FER,,wer.,wasese S,y VA® BOLLARDS - U.S. ARCHITECTURAL LIGHTING 4 SUN VALLEY LIGHTING 55500 SERIES MODEL: 555C-TOP FINISH: BLACK BENCH - KAY PARK RECREATION LANDMARK PARK BENCH MODEL: JPAi LENGTH: b FT COLOR OPTIONS: BLACK RP FRAME FINISH: BLACK POWDER COAT POSENI1Bk Enwre Commercial Products, Me. FMIMan MIIIs.MI<w35 5ee°iNrn6 ° Tell Free I- he rd.<o� FIR 2w�asoncas xn As .6 www.pmisfew colon rellox2allxra 6l.Gt Bsse Bo L® 04nmen 6.G5" Hel96t 42Cap Block pil ' Ji■_ I �M�G� cells unto eight (e) ve^xslrz�convde Fain, Ancha¢ LLHAN ao nSAYFETr conr yi co All E.SOIKR 0iA. VP r.d BOLLARDS we P05T 51 ENCORE COMMERCIAL PRODUCTS FINISH: YELLOW AND BLACK N.T.S. 1 CIVIL CONSTRUCTIONPERMIT 03/12/21 wmcs ZLN ° AS NOTED •n ww mezawx.' mn 19°D7imr DATUM T! ` CITY OF DL'lcTTO1cT I\ RENTON Planning/Building/Public Works Dept. 2 CONSTRUCTION CIVIL CONSTRUCTION PERMIT RESUBMITTAL O8/31/21 ED EP� 3 CINL CONSTRUCTION PERMIT RESUBMITTAL 01/07/22 4 CIWL CONSTRUCTION PERMIT RESUBMITTAL 03/11/22 PHud LK EPED_ IF AT add affilit lead Sp Ur. RDlM y NO, REVISION BY DATE APPR asD: R-4178124 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING JM DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 FURNISHING DETAILS a0 O N O O O T N i' u 0 M O O O 0 Q Z) J M DO CM O O 00 cr -7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Co v 0 0 LU M not Steel NASSIAL I wall SS, eao� awn I Sao. I wain ASSF" hansom, Wall I RASAl 5B°n"nn'hin°°nlAw top n� ,mda oearnol /4kni� �aereCoato Win PoIYe,Mbre TOIL a u wenorcoal�P SCPLELI6 IS13 SCALE I.] pas roxcseisseu`Imm�noxs °Wannuini'm — "'e," 1"24 N,m ®�K Industries, Inc. CUP WALL N.T ALLALUMINUM DOGIPOTO PET STATION (#1003A-L) • Available in forest green (#1003A-L), black (#1003A-BLK-L) • Aluminum DOGIPOT@ Pet Sign (Choice of On or Off -Leash) • Aluminum DOGIPOTajunior Bag Dispenser with two (2) rolls of 200 count DOGIPOT® SMART Litter Pick Up BagsEe a 10-Gallon Aluminum Trash Receptacle with Lid • Box of 50 count DOGIPOTQP SMART Llner-Trash BagsNe • 2" x 2" x 4'-B' square galvanized steel telescopic mounting post with Installation hardware • Installation Instructions and mounting hardware Included PET RECEPTACLE - DOGIPOT PET STATION MODEL: 1005A-L i 9TATCQ g [�r�u�/(((1���I1�'ry//a�y VLIIXrL'TOX "'V"'� LHDBG��MG MnnLNIIPLT NA LR PAWZI ceenncATe ro. I'Y9 P�wIREs ansnaaL E Knots what's below¢ 4 Cal( before you dig. NOTES I. SURVEY PROVIDED SY AXIS SURVEYS 4 MAPPING, 15241 NE 90TH ST, REDMOND, HAS 98052, (425) 525-5TOO. 2. 517E PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE III SEATTLE, HAS 98101 (206) 622-5622, 5. SOURCE DRAHIN6 WAS MODIFIED BY TALA5AEA CONSULTANT5 FOR VISUAL ENHANCEMENT. NOT FOR CONSTRUCTION THESE FLANS HAVE SEEN SUBMITTED TO THE APPROPRIATE A6ENOIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION anomllw "r' PICNIC TABLE- KAY PARK RECREATION SINGLE POST PICNIC TABLE RECYCLED PLASTIC TOP 4 SLATS 45PT SERIES MODEL: 45PTORPSM COLOR: CEDAR RP FRAME FINISHED: BLACK POWDER COAT 2X2 SCORED CONCRETE i1 SCORED CONCRETE T NTS. NO, O � E ` ^n Top VIEW 3.1 (102 man) r-0' I mw vim I/r 03 mat) TIME HOLES PROVIDED FOR ANCHORS BY OTHERS. (TYPICAL-4) INCLUDES MA —GALLON RECYCLED PLASTIC LINER. CAN BE SPECIFIED MTN CHRYSANTHEMUM (SHOWN) OR RHODODENDRON GRAPHIC. CUSTOM GRAPHIC AND/OR LETTERING AVAILABLE UPON REQUEST. ICOLUMBIA CASCADE COMPANY — Fs nmlc+ 'SZ=A,=_r Me STEEL MIMI Tall Saw CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BOARD FORM CONCRETE 9 TRASH RECEPTACLE- COLUMBIA CASCADE COMPANY TIMBERFORM CRAFTSMEN MODEL: 266I-DT COLOR: BLACK Y: Yto i js ian Model B 5d91 �1l Versailles 26in Tall Round Plantar 9960 E=U / DESCRIPTION A modem heated planar with simple, elepand Imes that pate any ancestor Ilerq space that deslpner loon. Not any a arson vsme MIS plander also opens exceptional amadllry. • Single wall all design with remwaae nay • Self "Leash nay linen crashes wo.mpanon water system • weather rasMham, low, maintenance cal l • 100%eln.Prade Polyethylene Planter with UN mMolmrs -- • Mail. tiYr Reskennal Ux/ Wr Commensal Use PRODUCT DIMENSIONS n H (es sear Wahl p�z Make 11 n o Pae a n x fl.3m1 8011 ae caimz pa aural Water Re$eMl pVscay: a Gellam J227 Pst) Planer n P1 ahrahe°xm Pan ° roa:aiwiy.mylew Patti Mix Planing Tray sol�WMT as 99 AN 1z�� Callz�� PEA uN �tl ma.In 11 n OLO In.I �g„N sonl ImAaN O: ��'A.�J'��r LI IJJrP B— ,,t, omdaarpradarn/DHhmman mv.nn R _Bu9 7024 Gpwrne Rd.UnihA Lmdon.ON Ni TO 866-361 I '+^'-9arl anm uulcmnsernce@gamgrc.wm TALL ROUND PLANTER - MAYNE VER5AILLE5 261N TALL ROUND PLANTER MODEL: #5891 b TALL ROUND R-417 8125 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera 04/06/2022 '� msippo 04/07/2022 C 03/12/21 w8m2ZNs LN Wnn`^`il hill CITY OF SOLERA are D8/J,/2, rRa SAS NOTED mP,.'xaP °'/m/n EP RENTON 2842 NE SUNSET BLVD w.W o3/I,/n FH"� LK �� RENTON, WA 98056 "we"he He L6•1 DATUM CH Ea_ Planning/Building/Public Works DeptF Nice ENE st. BY DATE APPR �n°'my DESIGN ELEMENTS 3 Fee (I DETAILS °1`�k % LO O M 0 0 0 Q Z) J M DO CM O O O 00 IY �i FA]Architerra I�SUBLAUDIESSIRED HEIGHT ❑LOANDA 1ST [1MUIIS'-WHR OINM LITALI ADS Id SEL DESTEDL E 0 4 06 ❑a1SHOWN) 01W d SELECTOESIREDSWPES �U❑ONSLED ❑CURVED ❑ESODSH(SHONN) aU SDECTOE51flEDTOP STMES. ❑SRNGWSNES ❑"WE(3LMDMO) �SBECTDESNEDCONNECTCNSIYLES ❑FlTIm JCINR ❑CONNECTKILIP ❑N30LEWNNECINGBOLR (� SELECTOEsw50 FUNCTIONAL MORE ❑PREESTANDwGSO All ❑REEUANOXIOWllll TEWKXPTOWH) LISIBLAUDESIREDINDATERM ❑ALUEBREM OWR1ws1Ea ❑MWSLEEL UGJ SELECT DEARER RUSH. ❑ STANDARD POWDER CMTNO ALUMINUM ONLY) ❑Ru MMM COMENG SUCANUn ONLY) ❑NATURARUST(STEFLONLY) aj sELAUDEsw50 usual ❑UTunaEEla ❑LEYEUNGMUUM W ❑VIOODCLADDI2G ❑DEWRADWE EEN ❑cUMORNLRAnnO ❑SRERIRNISHRGMRMS PEUPE ERVE ARCHITERAADESIGNS 6105192 ST NE, N2 ARLINGHFON,WN 98723 PHONE (360) 502-6344 sayessas archrestracel cons SPECIFICATIONS: MATFWRL IDMXXES5: 0. 190E-037Y - CAN BE I NSTALL ED ON STRUCTURES LI HE PATIOS NO ROOFTOP GX DEW OR ON GRPLE - MULTIPLE PRODUCTS CAN BE FMED TOGETHER RCP EXIWM LENGTHS - AVNLAB E IN STANDARD WSTOM MJDELFE 5 S, SEES AID CONIRGURARCNS MAN1a'KTIPERN07ES 1. PLEASE CUFACTMWUF.LCTPER FOR BABOUS COLOR OPTIONS NOTES: 1. INUL TIONTOBECCM DIXA RDANCEWBHMANUFAUURFA'SSPMIFIGTIIXIS 2. DO NITSGLE DEFENSE. 3. ME DRAWING IS INTENDED MR USE BY ARCHRECTS. ENGINEERS ,COMPACTORS, CONSULTAXTSAXD DESIGN FRO M01NLS PORMANNNG%IRPDSESONLY IRIS DRAWINGIMY NOT BE USED FOR CONSTRUCTION. 4. ALL INFORMATION CONTAINED HEREIN WAS CUBRENTAT THE TIME OF DEVELOPMENT BUT MOST BE RENEAEDAND APPRATED BY THE PRODUCT MAJEWDE GER TOSEWNSIDERED ACCURATE. 5. CONTRACTORSIYJIE. FOR PRODUCT AND COMPANY INFORMATION RISE New.GDaYala. mmAIRO ADD FITER REFERENCE NUMBER 5051 1. FORMA MODULAR PLANTER E1 PLANTER WALLS MoouuRv»LL-onsmucrvRE ITAERM "'(�f}"'� LHD9GMG MLNI2PLT NA LEE PA cezxRlcATE Do I'Y9 r lli'll Bnsnaaa ju Knum whets belowe Call before you dig. Ind NOTES I. SURVEY PROVIDED BY AXIS SURVEYS 4 MAPPING, 15241 NE 9OTH ST, REDMOND, WA 98052, (425) 525-5TOO. 2. SITE PLAN PROVIDED BY KPFF, 1601 FIFTH AVE, SUITE III SEATTLE, WA 98101 (206) 622-5622, 5. SOURCE DRAWING KA5 MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. NOT FOR CONSTRUCTION THESE FLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE AGENCIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 0 FORMA MODULAR PLANTER 4 PLANTER WALLS — ARGHITERRA DESIGNS WALLS �A Architerra nnmlFxna M. xea2 m9lnn, wA9azze imaWercnimtwN:Fnr<om FUTURES aM OPTIONS N 'WMna paNnlldllm nMc . SWoaol bnoln9 and mounts 0 allow Cus ur SUIng UP to nX, your decoem, mMusM aea Available In ModularModularall AM rmnUted PartlraR Mardxarc sNwNF I io nred Aaindial R5'MaRGradOSse 32 �NIAAf.. Crb SNel-T25'MORBaEA606 yearwPliami MMSi _12ELIT&G,dol In Uretla Twat Rnlrka x.ae.El...l. S9anaardpmvderaoatloU-Aluminum only . Caamn dalF( COSSFor adding roar RALLadvadencoading-Aram a nnN ago.adideasoromer unque deal9n Manuel Rust Steel only eal MamNle, salaFn Iwaw TOSPEDIFF 11 SelmtpMdUCtrel"'Ma el 2, Selttl styles aM RISE S. Alxt pwductud a'i Rein to options ansW n In Malty and speol&adons for all and w amm npdnn,. ForaneaNnns,MElpspeertylrea pmdugortopHr¢ensNvpinrcmndu en NAMna®IeslepmmlaUre FMgIA Pal are Evaluated, 5n.lred.andm Ovid amn AAngm, Seek 3 DEGORATI�NI SGRENS NO, CIVIL CONSTRJCT.ON PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION BY I DATE I APPR ARCHITERRADES13% 6105192 ST NE, 42 A Architerra P OINNEGT09 @9G y Wvrx.erc8ilerradesgrs.wm 91 S ELECT DEEP ED WE. Ye' L X N' W X V H M.7224,42)[S WM ❑TIE L X sz IN W HCH72SZ49) ❑ M L A 2r W X OR H US BUICm ❑ Ad LAse W XBs Hpx.emzal J❑ FEE L X dP W X37IT"- MM) [,D S EJECT DESIR ED CM MS. ❑SIM'DM D SAD. y❑LOCKING SxI I,D S EI£CT DESIR M DESION SNIT ❑Top ❑RMIGHTMDU ❑TW FVNGE ❑eoTrobs ❑1 ❑wer ❑ LEGS D 1 LEGS giSELESUDESREDIA ERIPL ❑ ALUMINUM � POWDER COATED ❑DIED STEEL ❑ CORTEN STEEL d IELESUDE9REDOPRONS ❑LE,IE ❑SCR EEN ❑%rMPdsRdyU ❑RPY PERSPcmE ❑MUNNAGE CI LIGHTING ❑ POSITION NPESENOR ❑ CASTERS SPECIFICATIONS CONSTRUCTION sDD wx rvus MMSV.MDMLMDEOFORp AVMACEINSUBLSMADMDCUMMSIZE5 I.AND�UERINCTER PPuECMTAnwUFaH RUANWOMDOTxMLPMDo C EWRSHU . NOTES I. INSTALLATION TO BE COMPLETED IN ACWROANW WRIT MANUFACIURFA'S SPECIFICATIONS. 2. DO NOT SCALE DRAWS NO ]. TITO D GWI NG IS I NFEN PRO FOR US E BY ARCHRECTS, ENGINEERS,WMPACfgIS, CONSULTANTS AND DESEN PROFESSIgIpLS FOR PLANNING PURSES ONLY TMSDRAdMGANVNOIBEUSEDFCRCCNSTRUCDON. d ALL INFofNATICN CONTAINED HERON CARS CURRENTATME RUDE OF DEVELOPMENT BUT MUSTPE REVIWED AND APRDFEDa MEMODLCTMVIUFACTURERTCBEMNSIDEREDACCUM E. 5. CONTRACTOR'SNOTE-. FMPMOUCTANDWMPAWINM"TIONVSRwx.GD6 laCOMAl MOMM REFERENCENUIEBEP 5554015. OPLANTERS JGRCE REaAxaE AS NOTED AT A Him ARE INCH SAMI ACCORDINGLY No ;;xdM FlCITY OF 0 RENTON DATUM Planning/Building/Public Works Dept. RECTANGLE PLANTERS- ARCHITERRA DESIGNS PLANTER SIZES B rbi Inml BI nrM B IrT1„ A 8X12 8 8X 12 5 B 8X4 25 8X4 23 C SX2 63 8X2 58 D 6X4 5 E 6X2 2 6X2 2 IT 4X2 11 4X2 4 R-417 8126 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING ev MHerrera 04/06/2022 msippo 04/07/2022 ; SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 Pam, any DESIGN ELEMENTS 4 DETAILS L6'2 O N O O O T N LO O M O O O O N Q Z) J M CM CM O O 0 00 rev NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. CID 0 0 w Q w J O rn PROVIDE MINIMUM 1O' HEIGHT CLEARANCE FINISH TO BE ANODIZED IN COLOR TO MATCH ARCHITECTURE AS SELECTED BY OWNER STRUCTURE TO BE REVIEWED BY ENGINEER MANUFACTURER TO PROVIDE SHOP DRAHINGS ALUMINUM PERC70LA PIASHINIVII STAM M �(�f}"'� LHD9GMG MLNIIPLT INA LR PAWZI 01IMIT Te No t2bil E PIRE5 wlt a ju Kaaw what's belowe Call before you dig. NOTES I. SURVEY PROVIDED BY AXIS SURVEYS 4 MAPPING, 15241 NE 90TH ST, REDMOND, WA 9801525-5TOO. 2. 517E PLAN PROVIDED BY KPPF, 1601 FIFTH AVE, SUITE I600, 5EATTLE, HA 98101 (206) 622-5622, 5. SOURCE DRAHIN6 HA5 MODIFIED BY TALA5AEA CONSULTANTS FOR VISUAL ENHANCEMENT. RUBBER MAT — RUBBER SURFACE PLAYSAFER CLASSIC TILE III 2 RUBBER MA LEEWARD MCP CUSHION THREE -SEAT SOFA SpecAralions Item Numb,, 865844A Fame Type Nanne Gode Polymer Retail w'o"ty 15 years Contract Warranty 3years OeerallwiMh 77.5 in Overall Heigh 39 in Overall Depth 36 in Sent Height 145 in Am, Heider 23.5 in Pwiog l Weider 120 He Pmdud Woult 9816r CaHonOtHe 58.5N3 OPSable No Assembly Reglired No PackCmnt I THREE —SEAT SOFA — TELESCOPE CASUAL FURNITURE MODEL: 865844A 3 THREE -SEAT SOFA LEEWARD MOP CUSHION RICK ARM TWO -SEAT HIDDEN MOTION SECTION yeein,a:mr Item Number 855844A Fame Type Manne Mote Polymer Retail Warmety 15 yean Contract Warmly 3years overall wiMb 52 in Overall Height 38.5 in O,erall Depth N.Sin Seat Houle 19 in Aml"eight 23.5 in Paekagd Weigh[ 94 In Product weight 7411tt Cantu Cube 376N VPsable No Aaembty Required No Po,k Cmnt 1 RIGHT ARM SECTION — TELESCOPE CASUAL FURNITURE RIGHT ARM TWO —SEAT HIDDEN MOTION SECTION MODEL: &55&44A N.T.S. NOTE: COURTYARD FURNISHING MODELS ARE SUBJEGT TO OWNER'S D15GRETION R-4178127 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera 04/06/2022 '� msippo 04/07/2022 NOT FOR CONSTRICTION BANS HAVE BEEN SUBMITTED TO THE APPROPRIATE AGENCIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SVE3JECT TO REVISION 1 CIVIL CONSTRUCTION PERMIT 03/12/21MUTIKNI)Im �L" AS NOTED 9Ra=mRk•..9,ee�n«, DATUM ` CITY OF MilkTHESE RENTON Planning/Building/Public works Dept. SOLE RA 2842 NE SUNSET BLVD RENTON, WA 98056 DESIGN ELEMENTS 8 MATERIALS — COURTYARD mL 2 CIVIL CONSTRUCTION PERMIT RESUBMITfAL 08/31/21 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 01/07/22 DMCrep EP smR'. 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 03/11 22 N FH d LK L6.3 E"P°°' ~� 3fj e"°n°'"'" NO, REVISION BY DATE APPR won n, FIA `i`57 O N O T O O T N i' u LO O M O O O O N Q Z) _J 00 CM O O O 00 VALUE HAMMERED MGP TOP TABLE 30" ROUND CHAT HEIGHTTABLE W/ HOLE Table Tap Item Number Twoli Pram, Type Manne Grade Polymer Retail Warranty 3years Contract Wamnry 3FPrs Packaged Wi 15.111 IN; product Weight II INS Carbon Cube 25 X3 UPSable dun / Assembly Required Yes ParkComeI Table B u Item Numuber 1W28LEL Frame Type NW AIgOmuel None Retail Warosty 15 years Contrary Warranty 3years Ovemll Height 22 in Packaged Weight 9Im Caton Cube 2fU UPI -able Yes Andre ly Reyird Yc. Pack Cohn 1 TABLE — TELESCOPE CASUAL FURNITURE 50" ROUND CHAT HEIGHT TABLE WHOLE MODEL: T488PYM BAllA BENCH W FLAT BENCH NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. ALUMINUM SLAT TOP TABLE 42" X Of RECTANGULAR DINING HEIGHT TABLE W/ HOLE HUDSON MBP Table Top ARM CHAIR , Hart Number 302LTOP Fame Type Tubular Aluminum Itivi Warranty 3years Specifmlians Contrast Warranty 3years Rem Number 21TI Packaged Weight 96.316a Frame Type Marine Grade Polymer Carlin Cube I0.4 N3 Retail Wvnnty 15 Were VPSab1e No Contract Warranty 5We" Assembly Required Yes Overall seeks 30,75 in Pack Count I Overall Height 37.5 in ' Overall His 31.5 in Table gar Seat Height 14.5 in Rem Number 385LLEG Am Height 22.75 in Frame Type Tubular Aluminum P,,Upd Weigh NANl6h Retal Warranty 15 years Priori Weight 3916s Contrast warranty 3years Caton Cube 22.2 X3 Overall Height 29 in UnS ble No packaged Weight 2316s Assembly Required q ire No Calm Cube 3,2 park Count 1 VPSable yes Yes Assembly Required Yes Pack Count I DINING TABLE — TELE500PE CASUAL FURNITURE 4211 X 54" RECTANGULAR DINING HEIGHT TABLE MODEL:502LTOP 0 DINING TABLE BAllA BENCH STACKING BISTRO CHAIR ARM CHAIR — TELE50OPE CASUAL FURNITURE HUD50N MGP MODEL: 2H86PI O MARINE GRADE POLYMER TOP TABLE 21" ROUND DELUXE ENO TABLE Spedficafii Item Number 8Z9KRG0 spxRmtima Frame Type Tubular Aluminum) MGP eon Number 8ZfiRRGe Retail Wamnry 15 Fees Game Type Tubular l Cast Aluminum Chamil 5years 5 Retail Warranty 15 rare rWarranty Overall wiigh 1, 54 in cmmH Warranty swary Byars Omnll width 21 in Overall Height Ig in overall neigt 34 in overall Depth Ids it ovmnDepth Sint ley Seat Hegt 1em 18in Portaged Pa,kagea weight ze.s 1M Am neighl 24.5 m Woduar Weighl 251m Packagedba Carl Cube 13 XJ 13 Pmasi Weight 1911, U11 a Came Cuba 134M 134 X3 Avmbly Required No VPSable No M suck Count Assembly xehpbed No PockCWnt 2 BENCH — TELESCOPE CASUAL FURNITURE BAZZA BENCH MODEL: SZIKROO BAZZA BENCH N.T.S. STATCQ V�1(�f]✓V LHDBLMG MGIIRLT NA LR PA 01STIMCATe No 121101 ERPIRE5 ansnoaF ra K1Low wbats below. Call before you dig. NOTES I. SURVEY PROVIDED BY AXIS SURVEYS 4 MAPPING, 15241 NE 90TH ST, REDMOND, NA 98052, (425) 525-5 TOO. 2. SITE PLAN PROVIDED BY KEEP, 1601 FIFTH AVE, SUITE III 5EATTLE, HA 98101 (206) 622-5622, 5. SOURCE DRAWING WA5 MODIFIED BY TALASAEA C01,15ULTANT5 FOR VISUAL ENHANCEMENT. CHAIR — TELESCOPE CASUAL FURNITURE BAZZA CHAIR MODEL: 5Z6KR60 LEEWARD MGP CUSHION CORNER FIXED SECTION Specifications Item Number 856844A Fine Type Marine Grade Polymer Ralail Wamnry 15 }eat Cult2tl Warranty 3years Overall With 34.5 in Oeemil Height 38.5m Omrall Depth 34.5 in Sal Height 19 in Ackaeed weieM 61 He Preset Weight 49 IF, Caton Cube 250 UPSable No Assembly Required No N&Count 1 CORNER FIXED SECTION — 7ELE5COFE CA5UAL FURNITURE MODEL: 856544A ra"'ItILOORNEER FIXED SECTION N.T.S. Specifications Run Number 514JMM frame type Tubular Aluminum/MCP Retail Warranty 15 years CmIMWamory 3years Cr emll Height 19.5 in Pecluged Weigh 17IF, Cation cube 5,7 X3 Uti you Mcembly pegsirM No park Count I ROUND TABLE — TELESCOPE CASUAL FURNITURE 21" ROUND DELUXE END TABLE MODEL: 514,JP&M "1 1111 O/11 lfall"i 11"i I IVC =klr TA=I L . LEEWARD MGP CUSHIDN LEFT ARM TWO -SEAT HIDDEN MOTION SECTION 5peeirmuma Item Number 854844A Fame Type Marine Grade Polymer Retail Wamnry} 15 years Contrary Warranty 3years OanallwiM 52 in Overall Height 38.5m oiD % 34.5in Sat Height 19 in Am Height 23.5 in fe,li,di Weight 94 He Fadumwaight 741be Caton Cube 37,60 UFSable No Assembly Required No Park Count I LEFT ARM SECTION — TELESCOPE CASUAL FURNITURE LEFT ARM TWO —SEAT HIDDEN MOTION SECTION MODEL: 854&44A „ LEFT ARM TWO -SEAT SECTION V II_F LEEWARD MGP CUSHION HIDDEN MOTION LOVESEAT Specifimtims Item Number 864844A Prime Type Marine Orzde Poli Retail Warranty 15years Cmtrm Warrenry 3 }tars wemilli 56.5in Overall Height 39 in Ovemll Depth 35 in Seat Height 19.5 in Ann Height 23.5 in Pac68ed Weigt Ilglla flvd a Weigt 841he Caton Cube 402 X3 UPSable No ANSI Required No Pad Count I THOO—SEAT SOFA — TELE50OPE CASUAL FURNITURE MODEL: 864844A 4 TWO -SEAT SOFA N.T.5. MGP TOP FIRE TABLES 42" BOUND MGP TOP FIRE TABLE Specifications b aby Number 21`40 Frame Type Tubular Aluminum/MOP RNailwammy 15 years Cmtat warmns, 3years overall Wialb 42 in Overall Height 23 in overall epM 421n PadagM Weight 118.038 be Product Weight 911b Carriers Cube 36,9W3 Up able No Assembly Required Yes pads Count I FIRE TABLE — TELESCOPE CASUAL FURNITURE 42" ROUND MGP TOP FIRE TABLE MODEL: 2F40 NOTE: COURTYARD FURNI5HING MODELS ARE SUBJEGT TO OWNER'S P15GRETION R-4178128 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING ®III DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 NOTNOT��GONS�TI0N BANS HAVE BEEN SUBMITTED TO THE APPROPRIATE A6ENLIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION 1 CIVIL CONSTRUCTION PERMIT 03/12/21Mari �L" AS NOTED deas NgNhma.-mR°RRe4nean DATUM CITY OF `%THESE T' NTON Planning/BwFee ldinq/PM HC works Dept. SCLERA 2842 NE SUNSET BLVD"�°°"- RENTON, WA 98056 DESIGN ELEMENTS 8 MATERIALS — COURTYARD 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 08/31/21 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 01/07/22 )Ceb¢° EP ,a9F'. 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 03/11/22 n FH 4 LK I e� La EP`°' ~� NICE i 3f1a"°n°'r'" NO, REVISION BY DATE APPR a>S n, `1s5A +T U LO 0 M 0 0 0 0 a Z) J -7 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. DO v 0 0 LLJ ENLARGEMENT I Ir JI }" CHAMFER, O I TYE. 2" I I I 3/4" I BOARD FOF VERTICAL FAG CON=_ CAST IN PLACE PAVEMENT, REFER TO CIVIL FOR STANDARD DETAILS N PLACE CONCRETE WALL TYP TT _ STATE 0� NOTES NA%HILTON (��jjJ LHDY�AR PFLHIIPLT I. SURVEY PROVIDED BY AXIS SURVEYS t MAPPING, 15241 NE 90TH ST, REDMOND, WA 98052, (425) 525-5 TOO. nALx rAwaa 2. SITE PLAN PROVIDED BY KEEP, 1601 FIFTH c 196AM No. uer AVE, SUITE I600, SEATTLE, HA 98101 EXPIRES WIM a (206) 622-5622, 5. SOURCE DRAHIN6 HA5 MODIFIED BY TALA5AEA CON5ULTANT5 FOR VISUAL ENHANCEMENT. 96 Know what's below. Call before you dig. RESIDENTIAL UNIT PATIO ALLMINUM PICY<ETT GUARD RAIL, 3'-b" SIM. TO DETAIL I ON SHEET ILIA CHAMFER ALL EDGES, TYP v,/y/y, , ONO (VARIES) VARIES, MAH. 2' 6" SEE PLANS FOR WALL ELEVATIONS ZL TYP. PLANT BED, REFER TO PLAN SHEETS 14.0-14.5 OAST IN PLACE PAVEMENT, REFER TO CIVIL FOR STANDARD DETAILS REFER TO CIVIL NOTES: 9.i lull lull ul- - t '.Fvtvrara i.i III III I III I I III I III �,%I z. RREEFEERR To CIVILSGRAVIN& PLANNSSAFOR TN AND 5N -III-III=III-III=III- - -III-III-III-11=III III=III=III=III=III=III=III=11-III=III= — .IIII=1I I=1I I=1I I=1I I= I-111=111=111=111=1I Fzl i=1 =1I =1I =1I =1I =1I =1Iti IIEzIIEzIIIFz ELEVATIONS 111-111-111-111=III=III=III=III=III=III= I=III=III=III=III=III=III=III=III= III=III=III=III=III zII - - FEET HEIGHT MUST —III— _ I IIIIIIIIIIIIIIIIIIIIEZII II — REVIEWED AND VERIFIED BY A STRUCTURAL ENGINEER IY-11 — II III II — COMPACTED SUB6RADE ,E GUARD RAILS $ FENCE INSTALLATION MUST ALSO BE REVIEWED AND VERIFIED BY A 5TRU01URAL ENGINEER 1 CAST IN PLACE CONCRETE STEPPED PLANTER WALLS ABRIC 8" CLEAR CRUSH IMPACTED IBGRADE rvv I a=v: I. ALL EXPOSED FACES TO BE TREATED WITH ANTI -GRAFFITI CLEAR COAT. 2. EXCEPT WHERE NOTED, ALL EXPOSED CONCRETE FACES SHALL BE A SMOOTH FINISH. R-4178129 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING III DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 NOT FOR CONSRIC TTION THESE PLANS HAVE BEEN SUBMITTED TO THE APPROPRIATE AOENOIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: SUBJECT TO REVISION 1 CIVIL CONSTRUCTION PERMIT 03/12/21 7L" AS NOTED mMw . 1983/1%1 DATUM CITY OF ` 1V RE TO Planning/Building/Public Works Dept. SCLERA 2842 NE SUNSET BLVD RENTON, WA 98056 DETAILS 2 CIVIL CONSTRUCTION PERMIT RESUBMITfAL O8/31/21 Ro EP 3 CIWL CONSTRUCTION PERMIT RESUBMITTAL 01/07/22 4 CIWL CONSTRUCTION PERMIT RESUBMITTAL 03/11/22 x FH & LK CH E, 3f1"`p8p1"'" NO, REVISION BY DATE APPR a>S x, .S O N O T O O T N i' U LO 0 M O O O O Q Z) J M DO CM O O O 00 rev Q W J O NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. JEFFERSON LANE NE —ry ry ry ry SS qys—B i1111111 F T) II I I 1 I TW 350.25' BUILDING B A' B' G' LOWER WALL NO LONGER PRESENT FROM HERE ON NORTH SECTION KEY MAP 5GALE:"= 20' / I I � PROPERTY �p LINE GUARD 3A2' 2.81' S RAIL 350.25, TW 349.25 BW 341.50 TW 541.50 5, BW 345.60 PATIO WALLS PROPERTY LINE Y`� f 1 GUARD RAIL 5' SIDEWALK TVA54-7.50' J BW 345A6 TOWN HOME SECTION A -AI 5GALE: NT5 STATCQ NOTES (��jjJ LHD9GM[T�®MLN11[LT I. SURVEY PROVIDED BY AXIS SURVEYS t MAPPIN5, 15241 NE 90TH ST, REDMOND, WA 98052, (425) 525-5 TOO. nAL pA 2. 517E PLAN PROVIDED BY KPFF, 1601 FIFTH c 196AT W MUM! AVE, SUITE I600, 5EATTLE, WA 98101 EwRes ansnaae (206) 622-5622, 5. SOURCE DRAWIN6 WA5 MODIFIED BY TALA5AEA 60145ULTANT5 FOR VISUAL ENHANCEMENT. 96 Know what's below. Call before you dig. TOWN HOME SECTION S-S' SCALE: NT5 550.25' PATIO TW 350.25' BW 541,50' PROPERTY f LINE 44 1.20' . 5' 5,65, TW 341.50' BW 346.81' R.O.W. s WALLS SIDEWALK TOWN HOME SECTION C-Cl 5GALE: NT5 ,JEPPERSON AVE ELEVATION xALE: NT5 IOTH STREET ELEVATION SGALE: PITS R-417 8130 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING OI I DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 NOT FOR CONSUC TRTION THESE FLAN5 HAVE BEEN SUBMITTED TO THE APPROPRIATE AGENCIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE FLANS ARE: SUBJECT TO REVISION 1 CIVIL CONSTRUCTION PERMIT 03/12/21 7L" AS NOTED yew . 1983/1%1 DATUM ` CITY OF RE TO1V Planning/Building/Public Works Dept. SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 DETAILS 2 CIVIL CONSTRUCTION PERMIT RESUBMITfAL O8/31/21DES ,E° EP 3 CIAL CONSTRUCTION PERMIT RESUBMITTAL 01/07/22 4 CIAL CONSTRUCTION PERMIT RESUBMITTAL 03/11/22 x FH & LK °E"p E°- 3f1"`°°°'"" NO, REVISION BY DATE APPR a>S x, .6 O N O T O O T N % LO O M O O O O Q Z) J M C'M CM O O 00 ra NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 0 INN'. T W F_ Q w J 0 IE t ING AID TARE SOL EMITTER ON STAKE SCALE: N.T.SRRDV IRRIGATION DETAIL GI COUPLER VALVE FOR WINTER BLOWOUT PRESSURE REDUCING VALVE, IF REQUIRED 17 MASTER VALVE, IF REQUIRED PVC MAIN LINE GHEGK VALVE IRRIGATION METER POINT OF CONNECTION 2 N.T.S. NOTES: SCHEMATIC DE515N5 ARE PROVIDED BY A MANUFACTURER PER PRODUCT SPECIFICATIONS. LANDSCAPE GONTRAGTOR/OHNER SHALL DETERMINE PRODUCT AND INSTALL PER PRODUCT 5PEGIFICATION5 OF EQUAL OR GREATER PERFORMANCE IN ACCORDANCE WITH DRIP IRRIGATION INDUSTRY STANDARDS. I LOT ISLAND CURB INTO ISLAND PIPE TO DRIP LINE _ TO PLO CONNECTION PLO XX-XX-XX NE PLO TEE STAKE VALVE PARKING LOT ISLAND TWO TREES NOT TO SALE ghm WY IRRIGATION DETAIL NOTES: 1. SIZE WI ROW AND SPACING BASED ON PVT AND SOIL PPE 2. ROW SPACING OF FLY TUBING BASED ON PUT AND SOIL TYPE. 3. STARE TOM DOWN EVERY 5' AND WIININ V OF ALL FITTING OUTLETS 4. GO NOT UCEED VELDCNY OF 5 ITS WITHIN TUBING, IF SIZE OF DRIP AREA CREATES VTNCIRES GRGRA THAN 5 FPS USE STANDARD LATERAL PIPE TO CREATE SUPPLY HEADER FOR THE GNP ARE. 5. INSTNL FLUSH VALVE AT POINT FURTHEST FROM SUPPLY PONT. 6, THROUGHLY FLUSH LATERAL AND DRIPUNE PRIOR TO FINAL GONNECTIONS 7, TEST DRIP UNE FOR PROPER OPERATOR PRIOR TO CAMIGN . IRRIO?ATION CONSTRUCTION NOTES L GENERAL CONTRACTOR AND LANDSCAPE CONTRACTOR TO COORDINATE: A. PROTECTION OF SITE, INGLUDINO; LOGATIN6 ALL EX15TINO AND NEW UNDERGROUND UTILITY LINES PRIOR TO ANY CONSTRUCTION, 5AVIN6 AND PROTEGTINO EXISTING TREES DE516NATED TO REMAIN, REPAIRING ANY DAMAGE DONE TO GURBINS, 51DENALK5, FENCES, AND ANY OTHER DAMAGE GAUGED AS A RESULT OF THIS CONTRACT. B. INSTALLATION OF IIOV ELECTRICAL SERVICE FROM ELECTRICAL 50UPGE TO AUTOMATIC CONTROLLER, INGLUDIN5 WIRE HOOK-UP INTO MOUNTED CONTROLLER. IRRIGATION CONTRACTOR HILL MOUNT CONTROLLER PER OWNER AND COORDINATE HITH GENERAL GONTRAGTOR. C. INSTALLATION OF IRRIGATION/SERVICE METER AND STUB TO IRRIGATION POINT OF CONNECTION, PER UTILITY PLAN(5). D. PROVISION OF STANDARD THREADED 5TUB-OUT WITH THREADED GAP ON U15GHAROE 51DE OF METER. STUB -OUT TO BE INSTALLED APPROXIMATELY 16 INCHES 13ELON FINISHED SPADE. E. VERIFICATION OF STATIC HATER PRE55URE AT POINT -OF -CONNECTION (R.O.G.) CONTRACTOR SHALL DETERMINE STATIC, Is Know wbaf•S below. Call before you dig. m ( FLUSH VALVE 2 HUNTER PLO XX-XX-XX 4 l I••• 11 fill 11 2 O DRIP LINE I I 3 OHUNTER PLD TEE iiiiii'�;' .�. 4 ®TUBING STAKE .•. • :• 05 LATERAL TO PLO CONNECTION l _y; I {.: ©MODEL DRIP CONTROL VALVE HUNTER: ICZ-101-25(40 OR MODEL PCZ-101-2 (4�) • i I irR.':' IIIIIIII ••:::: Illllllllllm??n .. O 5 LATERAL PIPE TO PUNTING BED r::: 1:: I l l a, l l l: 1„u„n�a i 41ARDSCAPE' ' '• i PLANTING BED NOT TO SCALE IRRIGATION DETAIL NOTES: t SIZE NI FLOW AND SPPLNG BASED ON PLAT AND SOIL PPE 2. ROW SPACING OF PID TUBING BASED ON PAT AND SOIL TYPE. 3. STATUE TUBING DOWN EVERY 5' AND WRHIN 1' OF ALL WING OUTLETS 4. DO NOT DOES VELOCITY OF 5 FPS WITHIN TUBING, IF SIZE OF DRIP AREA CREATES VDDCDES GREATER THAN 5 FPS USE SUNNI LATERAL PIPE TO CREATE SUPPLY HEADER FOR THE DRIP AREA 5. INSTNL FLUSH VALVE AT POINT FURTHEST FROM SUPPLY POINT. 6. THROUGHLY FLUSH LATERAL AND DRPUNE PRIOR TO FINAL MINESTRONE 7. TESL DRIP UK FOR PROPER OPERATION PRIOR TO COVERING. PRESSURE AND SYSTEM DEMANDS. F. INSTALLATION OF 5LEEVIN5, AS NECESSARY. 2. LANDSCAPE CONTRACTOR TO DE516N SYSTEM IN ACCORDANCE WITH LANDSCAPE PLANS. 3. ALL HORK PER LOCAL CODE AND INSTALLATION PER MANUFACTURER'S SPECIFICATIONS. 4. ALL VALVES TO BE PLACED IN 'GARSON' (OR APPROVED EQUAL) VALVE BOXES HITH BOLT-LOGK 1_ID5. SET BOXES FLU5H WITH FINISHED GRADES, IN PLANTING AREAS OUTSIDE OF LAWN AND PAVEMENT. 5. MAINLINE PIPE TO BE BURIED I6 INCHES AND LATERALS 12 INCHES BELOW FINISHED SPADE. NO ROCK OR DE5RI5TO BE BAGKFILLED OVER PIPE, PIPES FOR LATERAL LINES SHALL BE SIZED BY CONTRACTOR IN DEGREASING DOWNSTREAM ORDER (PER PRODUCT DESIGN STANDARDS). 6. HEAD AND LINE POSITIONING 15 DIAGRAMMATIC ON PLAN. ADJUST IN FIELD AS NEGE55ARY FOR ADEQUATE COVERAGE. COORDINATE WITH LANDSCAPE PLANS. VALVES SHALL BE POSITIONED ADJACENT TO GURBS. FOR SGHEMATIG CLARITY, MAIN AND LATERAL LINE SYMBOLS ON PLANS MAY BE INDICATED AT PAVEMENT, AND ADJACENT AND PARALLEL TO NOTES PLANTING AREAS, AND OUTSIDE OF LOT LINES. DRIP LINES SHOWN FOR �G�7 GLARITY IN THESE AREAS ARE TO BE PLAGED IN ADJACENT PLANTING AREAS, WITHIN THE PROJECT SITE. I. SURVEY PROVIDED BY AXI5 SURVEYS 4 MAPPING, 15241 NE GOTTA 5T, REDMOND, HA 1. PROVIDE OWNER WITH TWO (2) SETS OF AS -BUILT DRAHINSS AND 416052, (425) 623-5100. OPERATOR'S MANUAL UPON COMPLETION. INSTRUCT OWNER AS TO PROPER 2. 517E PLAN PROVIDED BY KPFF, 1601 FIFTH WINTERIZATION OF IRP16ATION SYSTEM (BLOW OUT). AVE, SUITE 1600, SEATTLE, WA 96101 (206) 622-5622. 5. FAMILIARIZE FACILITY OPERATOR WITH IRRIGATION SYSTEM FUNCTION, B. SOURCE DRAHING HAS MODIFIED BY TALASAEA CONSULTANTS FOR VISUAL ENHANGEMENT. NOT FOR CONSTRUCTION THESE PLAH5 HAVE BEEN 5UBMITTED TO THE APPROPRIATE A6ENGIES FOR REVIEW AND APPROVAL. UNTIL APPROVED, THESE PLANS ARE: 505,ECT TO REVISION SELECT BAGKFILL; REMOVE ROCKS, DEBRIS 4 SHARP OBJEGTS P/C CLA55 zoo SLEEVIN6 2x SIZE OF PIPE LATERAL OR MAIN LINE 3 SLEEVINO DETAIL OI PARKING ISLAND CURB O2 SLEEVE INTO ISLAND DRIP CONTROL VALVE HUNTER: QMODEL ICZ-101-25(40) OR MODEL PCZ-101-25(40) O4 LATERAL PIPE TO ISLAND OS LITERAL TO PLO CONNECTION © HUNTER PLO XX-XX-XX DRIP LINE (Z)HUNTER PLD-TEE (B)TUBING STAKE ( RUSH VALVE IRREGULAR ISLAND "A" v NOT TO SALE D)>mTm•IRRIGATION DETAIL NOTES: 1. SIZE DIFFER FLON AND PAGING BASED EN PUT AND SOIL PPE 2 RON VOW OF PLO TURNG RASED ON PUT AND SOIL TYPE. 3. SOME MOM DOWN FFIEFY 5' AND WNNN I' T All FRANC OUTLETS 4. 00 NOT EXCEED VEIOUL Y OF 5 FPS WITHIN TUBING, IF SIZE O ORP AREA CREATES WINTER GREATER TAN 5 FPS USE STANIMIRD UTFRAL PIPE TO CREATE SUPPLY HEADER FOR DIE GAP AREA 5. INSTALL RUSH VALVE AT POINT FURTHEST FROM SUPPLY PONT 6. THROUGHU RUSH UIERAL AND DPoPINE PRIOR TO FINAL CONNECTIONS 7. TUNT OFF UNE FOR PROPER OFEIEATON PRIOR TO O.hD6NG. CONTROLLER PROGRAMMING, SYSTEM OPERATION AND MAINTENANCE REQUIREMENTS. 9. NO TEMPORARY SPRINKLERS SHALL BE INSTALLED ADJACENT TO HALKS, STREET, AND/OR PAVEMENT. AS -BUILT DRAWINGS OF DRIP IRRIGATION SYSTEM SHALL BE PREPARED IN FIELD BY CONTRACTOR, AS NECESSARY, AND DISCUSSED DURING CONSTRUCTION NITH LANDSCAPE ARCHITECT. 10. ALL CONTROL HIRE SPLICES SHALL BE MADE AT VALVE BOXES WITH NATERTIGHT ELECTRICAL SPLICES, BM, 5GOTT5 LOCK SEAL TACK 3676-16, OR EQUAL. 11. EACH VALVE BOX TO CONTAIN A MINIMUM OF ONE (1) SPARE ORANGE CONTROL HIRE FOR JACKETED WIRE. ROUTE ONE SPARE HIRE FROM THE CONTROLLER TO THE LAST VALVES OF EACH MAINLINE BRANCH. COMMON HIRE SHALL BE WHITE. SINGLE STRAND HIRE SHALL BE A MINIMUM OF 14 GAUGE WITH SPARE HIRE TO BE ORANGE. 12. ALL ELECTRICAL EQUIPMENT SHALL BE U.L. TESTED AND APPROVED, AND SHALL BEAR THE U.L. LABEL. 15. PROVIDE MANUAL SHUT-OFF VALVE TO LINES ENTERING R16HT-OF-NAY WHEN ZONED. 14. DROSS CONNECTION PROTECTION INSPECTION REQUIRED. THE BACKFLOW DEVICE SHALL BE TESTED UPON THE OR16INAL INSTALLATION. A PERSON HOLDING A CURRENT CERTIFICATE AS A BACKFLOW TESTER SHALL PERFORM THE TESTING. THE TEST REPORT SHALL BE SUBMITTED TO THE LOCAL HATER DISTRICT AND OWNER. CONTRACTOR SHALL INCLUDE TESTING IN THE 5GOPE OF WORK. OWNER 15 RESPONSIBLE FOR ANNUAL INSPECTIONS AFTER THE INITIAL INSPECTION. 15. CONTRACTOR SHALL PROVIDE SYSTEM WINTERIZATION/SPRING SERVICE WHEN INSTALLATION HAS BEEN COMPLETED HITHIN 90 DAYS OF NOVEMBER FOR WINTERIZATION, OR MAY 15 FOR SPRING SERVICE. SERVICE TO BE PERFORMED AS NEAR AS PRACTICAL TO THE ABOVE DATES, OR AS FREEZE/PREGIPITATION CONDITIONS DETERMINE SERVICE NEED. 16. PROVIDE AUTOMATIC RAIN SHUT-OFF, AS APPROPRIATE, TO BE SELECTED BY OWNER. 11. IRRIGATION CONTRACTOR TO PROVIDE A ONE YEAR HARRANTY AGAINST DEFECTS IN MATERIALS AND HORKMAN5HIP. 1 CINL CONSTRUCTION PERMIT 1 103/12/211°RWrE0171 N uvm 2 CINL CONSTRUCTION PERMIT RESUBM17AL I W/31/21 _ AS NOTED aarom,u: w"o1pav w, 3 CIVIL CONSTRUCTION PERMIT RESUBM17AL 01/07/22 EP 4 CIVIL CONSTRUCTION PERMIT RESUBM17AL i 103/11/221PH 8 LK DATUM EP mI IF NOT FINE WON NO. REVISION BY DATE APPR nc ""ECpPp1NQLY R-4118131 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING MHerrera 04/06/2022 msippo 04/07/2022 MENNEN O CITY OF SCLERA RENTON 2842 NE SUNSET BLED RENTON, WA 98056 y Planning/Building/Public Works Dept. L I.O IRRIGATION 5PECIFICATION5 ssw'. O N O T 0 O T N Ln O M O O O O Q J CAM CAM CM 0 0 O 0 �Tr LL el NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. N � PAVEMENT MARKING NOTES r(i) INSTALL THERMOPLASTIC CROSSWALK PER CITY OF RENTON STANDARD PLAN 127. O INSTALL 16" THERMOPLASTIC STOP LINE, PER CITY OF RENTON STANDARD PLAN 128. O O 3O INSTALL THERMOPLASTIC PARALLEL CROSSWALK PER CITY OF RENTON STANDARD PLAN 128. O 0 ® INSTALL PAINTED YELLOW DOUBLE CENTERLINE PER WSDOT STANDARD PLAN M-20.10. LOS INSTALL PAINTED YELLOW CENTERLINE PER WSDOT STANDARD PLAN M-20.10. ~ © INSTALL PAINTED WHITE LANE LINE PER WSDOT STANDARD PLAN M-20.10. 7O REMOVE EXISTING PAVEMENT MARKING VIA MACHINE GRINDING OR SAND BLASTING AS NECESSARY. ® INSTALL PAINTED VOID AREA PER DETAIL A, SHEET PM-05. O INSTALL NEW ACCESSIBLE STALL, PER DETAIL B AND C, SHEET PM-06. f0 INSTALL NEW PARKING STALL LINE. NE 11TH ST ST, fr BEGIN 40' RADII END TAPER L1.I J NE 11TH ST ST O END 50' RADIUS Cn BEGIN TAPER SITE JEFFE• •N AVE NE e — -- SITE O tam SIGN LEGEND (AFFECTED SIGNS ONLY) ORO55 TRAFFIO &�� ��� O DOES NOT STOPFQ RELOCATE RELOCATE RI-3P NEW/RELOCATE W4-4P NEW 18"X6" RI—IR2 R" 36 X36" 36X3X36" R3 S7 R7 R70 S2 NE 11TM ST NE 12TR ST KIRKLAND .�� JEFFERSON .�xo NEW RELOCATE RELOCATE NEW/RELOCATE STREET NAME STREET NAME STREET NAME STREET NAME SIGN SIGN SIGN SIGN S3(Si)R4 RS R6 55 R7 NO SPEED sulNSEr >w PARKING LIMIT A"Y 35 NEW ME STREET NAME SIGN RELOCATE S6 R7-101 RELOCATE R8 R11 R2-1 R9 D D MATCH LINE STA 23+70 — SEE SHEET PM-03 No CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION 00 HARRINGTON PL NE 3200 SITE CONDITIONS OF APPROVAL: 1. CITT DEVELOPMENT ENGINEER AND TRANSPORTATION STAFF TO REVIEW CROSSWALK STRIPING PRIOR TO INSTALLATION. CONTACT MICHAEL SIPPO AT 425-430-7298. 2. ALL SIGNS AND MARKINGS SHALL BE SHALL MEET COR AND VVSDOT STANDARDS. 3. A SUMMARY SCHEDULE FOR SIGNS SHOWING THE TIME, MUTCD NUMBER AND QUANTITY SHALL BE PROVIDED PRIOR TO INSTALLATION. -' JEFFERSON AVE NE STA. o m 5 �e p INSTALLCROSSWALK, 0.0' LT TO 10.5' RT yo Fo+ n o to + Q MATCH EXISTING k FERS� O N O O O N Al M AN A O Q J \ M \ M \ � o f o N5 00 6 RdJX y r P SAP Q� o a LEGEND O PAVEMENT MARKING CONSTRUCTION NOTE SIGNING CONSTRUCTION NOTE H NEW/RELOCATED LUMINAIRE MOUNTED SIGN H EXISTING LUMINAIRE MOUNTED SIGN b EXISTNG SIGN F NEW SIGN/RELOCATED SIGN MIL OVERLAY/NEW PAVEMENT 15 60 0--O EXISTING LUMINAIRE POLE O 30 BD SCALE IN FEET R-4178132 T-417801 T ST IN COMPLIANCE WITH CITY OF RENTON STANDARDS f`p V TENW p .r t �'; DEVELOPMENT ENGINEERING O I.TRANSPORTATION OPERATION Transportation Engineering Northwest msippo 04/07/2022 CBarnes 04/O8/2022 a p 9 9 STOgAI F'� iansEISt,Site ZI Belewe, lTrafficlrI Office 142) ations 5896 I bW SE Bth St. Suite 1°°, Belewe, WA 981MM Office Id251889-6]d1 �3—�� 2�22 Project Contact: Grant Lewis Phone: 952-270-9089 m/Iz/zl As NOTED °°''°" CITY OF SOLERA o3/n/zoz ° ° zz NE°e L/GRL RENTON 2842 NE SUNSET BLVD oa/n/zz °'"" BVL RENTON. WA 98056 DATUM ""°BEMs Plonning/Building/Public Works Dept. PAVEMENT MARKING & PM-01 BY DATE APPR EMS NMY SIGNING PLAN ��132 144 i NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. PAVEMENT MARKING NOTES *- 'Y4, r iO INSTALL THERMOPLASTIC CROSSWALK PER CITY OF RENTON STANDARD PLAN 127. INSTALL 16" THERMOPLASTIC STOP LINE, PER CITY OF RENTON STANDARD PLAN 128. ,p 3O INSTALL THERMOPLASTIC PARALLEL CROSSWALK PER CITY OF RENTON STANDARD PLAN 128. O 0 \ f ® INSTALL PAINTED YELLOW DOUBLE CENTERLINE PER WSDOT STANDARD PLAN M-20.10. LIJ INSTALL PAINTED YELLOW CENTERLINE PER WSDOT STANDARD PLAN M-20.10. INSTALL PAINTED WHITE LANE LINE PER WSDOT STANDARD PLAN M-20.10. 7O REMOVE EXISTING PAVEMENT MARKING VIA MACHINE GRINDING OR SAND BLASTING AS NECESSARY. ® INSTALL PAINTED VOID AREA PER DETAIL A, SHEET PM-05. O INSTALL NEW ACCESSIBLE STALL, PER DETAIL B AND C, SHEET PM-06. INSTALL NEW PARKING STALL LINE. w \11 w J + II I SITE RIO R2 I � ❑ \ NEW R/W NEW R/W � II v0 EX R/W _ i _+_ +_ _ + O � p 10 0 "3 - 1+ + 0 13+ JO 1 -'zOL JEFFERSON AVE NE N W CD � Ld Z_ VI Z I I� )t( JK • • � •"N. NEW R/W U 1n I I}II I II III I I I I I I I I II o 0 0 0 ❑ No I I m I- DR�WY------_ --_— 9 ±inl T 8� FN VI K LEI II p¢� ma Wh o + I PROPOSED SUNSET SHELL a C-STORE REDEVELOPMENT LC� b SHOWN FOR REFERENCE ONLY I a NEW RI W (ai) I 1 I CrEX R/W -- X R W 2 Cat S2 I 1+00 z r 2+00 3+00 ROPOSED CITY IMPROVEMENTS NE SUNSET BLVD SHOWN FOR REFERENCE ONLY. — CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL LJ NO REVISION SITE BY I DATE I APPR EX R/W O O Al I + I In �R Qa v LIJ W 5 Z� = Laip?�LIJ Sr •ASH-%Nl •q : W 53125 E0 �2W yi':OISTEa: G 'r�011A1 03-71 2022 ��n AS NOTED cxeo�L/GRL� mum: BVL IEMSII �ME DATUM °�'P o swe.mmxu. 1 TENW Transportation Engineering Northwest Tansporatbn Planning I Design I Traffic Impact&Opemfions N SE8th St.Suite X0,BeMwe,WA98ra I Office 1425) 589-6747 Project Contact: Grant Lewis CITY OF ' RENTON Plonning/Building/Public Works Dept. SIGN LEGEND (AFFECTED SIGNS ONLY) O OOES NOT STOP RELOCATE RELOCATE R7-3P NEW/R; LOCATE W �� P NEW /8 36" 3fi'X36" 0 36"X36" S2 57 Ri R10 NE 11TR ST NE 12Te ST KIRK LAND .ws JEFFERSON .uE .E NEW RELOCATE RELOCATE NEW RELOCATE STREET NAME STREET NAME STREET NAME ST EET NAME SIGN SIGN SIGN SIGN S3 S4 24 RS R6 55 R7 NO SPEED ,� sulNSEr nw PARKING LIMIT ANY 35 NEW ME STREET NAME SIGN RELOCATE 56 R7-101 RELOCATE 28 R11 R2-1 R9 15 60 0 30 90 SCALE IN FEET LEGEND O PAVEMENT MARKING CONSTRUCTION NOTE SIGNING CONSTRUCTION NOTE H NEW/RELOCATED LUMINAIRE MOUNTED SIGN N EXISTING LUMINAIRE MOUNTED SIGN b EXISTNG SIGN F NEW SIGN/RELOCATED SIGN MIL OVERLAY/NEW PAVEMENT 03:� EXISTING LUMINAIRE POLE R-4178133 T-417802 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION m' sippo 04/07/2022 CBarnes 04/08/2022 SOLERA oa/n /zoz 2842 NE SUNSET BLVD RENTON. WA 98056 PAVEMENT MARKING & PM-02 SIGNING PLAN 133 144 O N O O N i 0 N Q J M M M O O O 00 IT a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. N � PAVEMENT MARKING NOTES r O ? O ~ O 0 LOS iO O 3O ® © O ® INSTALL THERMOPLASTIC CROSSWALK PER CITY OF RENTON STANDARD PLAN 127. INSTALL 16" THERMOPLASTIC STOP LINE, PER CITY OF RENTON STANDARD PLAN 128. INSTALL THERMOPLASTIC PARALLEL CROSSWALK PER CITY OF RENTON STANDARD PLAN 128. INSTALL PAINTED YELLOW DOUBLE CENTERLINE PER WSDOT STANDARD PLAN M-20.10. INSTALL PAINTED YELLOW CENTERLINE PER WSDOT STANDARD PLAN M-20.10. INSTALL PAINTED WHITE LANE LINE PER WSDOT STANDARD PLAN M-20.10. REMOVE EXISTING PAVEMENT MARKING VIA MACHINE GRINDING OR SAND BLASTING AS NECESSARY. INSTALL PAINTED VOID AREA PER DETAIL A, SHEET PM-05. O INSTALL NEW ACCESSIBLE STALL, PER DETAIL B AND C, SHEET PM-06. f0 INSTALL NEW PARKING STALL LINE. Q w W PAVEMENT MARKING & SIGNAGE GENERAL NOTES J 1. REMOVE EXISTING CONFLICTING STRIPING AS NECESSARY VIA SANDBLASTING OR GRINDING TO Q ACCOMMODATE NEW STRIPING. CONTRACTOR SHALL COORDINATE STRIPING REMOVAL WITH ASPHALT C/) RESTORATION WORK. 2. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL SIGNS AND CHANNELIZATION PER CITY OF RENTON STANDARDS. CONTRACTOR SHALL LAYOUT OUT ALL SIGNS AND CHANNELIZATION, AND THEN CONTACT CITY ENGINEER 68-HOURS IN ADVANCE OF INSTALLATION TO VERIFY LAYOUT. 3. INSTALL ALL SIGNS IN CONCRETE/ASPHALT & LANDSCAPE AREAS PER CITY OF RENTON STANDARD PLAN NO. 129. 4. CONTRACTOR SHALL PRUNE ALL VEGETATION IN CONFLICT WITH SIGNS TO ENSURE UNOBSTRUCTED VISIBILITY TO DRIVERS AND PEDESTRIANS. 5. UNLESS OTHERWISE NOTED, INSTALL ALL SIGNS AT 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF SIGN. ON THE SAME POST, THE LOWEST SIGN SHALL BE 7' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 6. ALL THERMAL PLASTIC SHALL CONTAIN WET/DRY ELEMENTS. 7. CONTRACTOR SHALL COORDINATE WITH TRANSPORTATION MAINTENANCE MANAGER, 425-430-7423, FOR THE RETURN OF SALVAGEABLE ITEMS. +00 MATCH LINE STA 23+70 - SEE SHEET PM-01 �1 rrl, SIGN LEGEND (AFFECTED SIGNS ONLY) � caossTaAPRc A10_D. �9Qtl DOES NOT STOP RELOCATE 0 RELOCATE RI-3P O NEW/RELOCATE W4-4P NEW 18"X6" R2 R5-1 36"X36" 36"X36" R3 S1 R1 10 S2 NE 11TR ST NE 12TR ST KIRKLAND .rc .e JEFFERSON .oE NE NEW RELOCATE RELOCATE NEW RELOCATE STREET NAME STREET NAME STREET NAME ST EET NAME SIGN SIGN SIGN SIGN S3 S4 Rd RS R6 S5 R7 No SPEED sulNSEr •w PARKING LIMIT A"Y 35 NEW ME STREET NAME SIGN RELOCATE S6 R7-101 RELOCATE R8 R11 R2-1 R9 RELOCATE SIGN NOTES RELOCATE EXISTING R7-1 SIGN AND INSTALL ON NEW POST AT NEW LOCATION PER CITY OF RENTON R1 STANDARD PLAN 129. RELOCATE EXISTING W4-4P SIGN BELOW RI-1 SIGN TO NEW STREET LIGHT POLE LOCATION PER CITY R2 OF RENTON STANDARD PLAN 129. RELOCATE EXISTING RI -JP SIGN BELOW R1-1 SIGN AND ABOVE R7-101 SIGN AND INSTALL ON NEW R3 POST AT NEW LOCATION PER CITY OF RENTON STANDARD PLAN 129. R4 RELOCATE EXISTING NE 12TH ST SIGN ABOVE JEFFERSON AVE NE SIGN AND INSTALL ON NEW POST AT NEW LOCATION PER CITY OF RENTON STANDARD PLAN 129. RELOCATE EXISTING NE 12TH ST SIGN FROM STREET LIGHT POLE ABOVE KIRKLAND AVE NE SIGN AND RS INSTALL ON NEW POST AT NEW LOCATION PER CITY OF RENTON STANDARD PLAN 129. R6 RELOCATE EXISTING KIRKLAND AVE NE SIGN FROM STREET LIGHT POLE BELOW NE 12TH ST SIGN AND INSTALL ON NEW POST AT NEW LOCATION PER CITY OF RENTON STANDARD PLAN 129. R7 RELOCATE EXISTING JEFFERSON AVE NE SIGN ABOVE NE 12TH ST SIGN AND INSTALL ON NEW POST AT NEW LOCATION PER CITY OF RENTON STANDARD PLAN 129. Re RELOCATE EXISTING R7-101 SIGN BELOW R1-1 SIGN AND RI-3P SIGN AND INSTALL ON NEW POST AT NEW LOCATION PER CITY OF RENTON STANDARD PLAN 129. Ry RELOCATE EXISTING R2-1 SIGN TO NEW STREET LIGHT POLE PER CITY OF RENTON STANDARD PLAN 129. (& )RELOCATE EXISTING R7-1 SIGN ABOVE W4-4P SIGN TO NEW STREET LIGHT POLE LOCATION PER CITY OF RENTON STANDARD PLAN 129. ORELOCATE EXISTING R7-101 SIGN TO NEW STREET LIGHT POLE PER CITY OF RENTON STANDARD PLAN Rf129. NEW SIGN NOTES S7 FURNISH AND INSTALL NEW RI-1 SIGN AND POST PER CITY OF RENTON STANDARD PLAN 129. FURNISH AND INSTALL NEW R5-1 SIGN AND POST PER CITY OF RENTON STANDARD PLAN 52 129. FURNISH AND INSTALL NEW NE 11 TH ST SIGN ABOVE NEW JEFFERSON AVE NE SIGN PER 53 CITY OF RENTON STANDARD PLAN 129. FURNISH AND INSTALL NEW HE 1ITH ST SIGN ABOVE NEW HE SUNSET BLVD SIGN PER S4 CITY OF RENTON STANDARD PLAN 129. SS FURNISH AND INSTALL NEW JEFFERSON AVE NE SIGN BELOW NEW NE IITH ST SIGN PER CITY OF RENTON STANDARD PLAN 129. S6 FURNISH AND INSTALL NEW NE SUNSET BLVD SIGN ABOVE BELOW NEW NE 1ITH ST SIGN PER CITY OF RENTON STANDARD PLAN 129. -� INSTALL\KIRKLANAVE A STA. 25+10.0 7+ 00 INSTALL STOP BAR, O.Ow TO `1I RT N 0 ROPOSED CITY IMPROVEMENTS SHOWN FOR REFERENCE ONLY. e n Z y + y W O y h q h W ti yl U Z yl j W A�JX11 now N �P�CSEE 6 �. 1 y�.. P4 QP''r•' 2 R5 4 �y / Uy KIRKLAND AVE NE STA. 82+70.0 END DOUBLE CENTERLINE, 0.0' LT d KIRKLAND AVE HE STA. 82+20.5 ' END YELLOW CENTERLINE, 0.0' LT 1 BEGIN DOUBLE CENTERLINE, 0.0' LT,^: 4 s0� • �,�, 2 'o 0. SITE n' 0 2 Jj m g � o KIRKLAND AVE NE STA. 81+08.5 • Q' w END DOUBLE CENTERLINE, 0.0' LT BEGIN YELLOW CENTERLINE, 0.0' LT �• y ¢o KIRKLAND AVE NE STA. 80+57.5 BEGIN DOUBLE CENTERLINE, 0.0' LT 'IRKLAND AVE NE STA. 80+57.0 J VSTALL STOP BAR, 11' LT TO 0.0' R • �'^ o ' o ' NEW R W 4 RI ) ro' 15 60 EX R/W 2 W EX R1W pp 0 30 90 SCALE IN FEET 1 Z-.-_ --- 7 NE SUNSET BLVD 10+00 a+A3 b _ 4 NX EX R/W I X R\W I St a\ q 52125 O i2W SIONAL F� 03-71 2022 1 CIVIL CONSTRUCTION PERMIT 03/12/21 D 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL W/03/21 AS NOTED xwsD,rtr� WO �199 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 01/07/22 cNEDBVL/GRL 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 03/11/22 BVL DATUM rDEMS AT M ME NO REVISION BY DATE APPR ^°_ s""'IX01°'N"' EMS T 1 TENW Transportation Engineering NorthWest Tansporatbn Planning I IDe51gn I Traftic Impact&Operations 114W SE 8th St, Suite ZI Belewe, WA981MM I Office 1425) 589-6747 Project Contact: Grant Lewis CITY OF ' RENTON Plonning/Building/Public Works Dept. LEGEND O PAVEMENT MARKING CONSTRUCTION NOTE SIGNING CONSTRUCTION NOTE H NEW/RELOCATED LUMINAIRE MOUNTED SIGN N EXISTING LUMINAIRE MOUNTED SIGN b EXISTNG SIGN F NEW SIGN/RELOCATED SIGN MIL OVERLAY/NEW PAVEMENT 03:� EXISTING LUMINAIRE POLE R-4178134 T-417803 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION msippo 04/07/2022 CBarnes 04/08/2022 01 SOLERA oa/n /zoz 2842 NE SUNSET BLVD RENTON. WA 98056 PAVEMENT MARKING & PM-03 SIGNING PLAN "�j34 144 O N O T N A IF Al 1ft1 O N Q J M M M O O O a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. Kb N T O 00 n T O Q W J O U) • SEE cartwer MR lucm _ EDGE LINE BSOLIG LANE LINE _ SEE ROM CENTERLINE S LANE LINE -RngesN CNTx ffem. saO l rEx m rm„Ew l eaxorea T I DWMl CBNTEIBINE&GOU IE_A_ ELINE -NLCre�uNM' l _ n at NEAPAIR ONE BT AY IEFPIURH CENTERINE 1O v IV MOE LANE UNE t l— r - �V REVERSIBLE LAIE LINE _, DOUBLE WIDE LANE LINE nm AT lar ME WIRMART MR EMNH WIMMENWWIDEBROKENUNEIlE P WLIE q BARRIER CENTERLINE \\\\idwom 3 will IF III MDEDDTTEDL LIME,NnE R„ cxemueaowacRNL CROSSHATCH NARKNG WilWEm?AM wmnW aamgas HIGHER AERML SURVRLLANCE 1MM M NUMES 1. Oml EgensonLILIa a toll M rh same War re 2. EEle are Wall oe.res ox,ro n9M oaoo or •av axe Ialw. o. la na��•Rr mR are. l muof Um oral oo Wr"AS To, redeem M dralbbe 12"meeryw ammoI are�re`aR� meua1m ,nRR ro;mimmr W:Ise r.dW wNI:Nmmvore 0011 ee RANImm mN. pomR .IwcloN 901 Pull aw, MLG vAULTWAM 111111 •pe �° eTA 0� TOXAL 1p LONol MD1N TSIL im PATTERNs STANDARD PWN IF20^1003 P +MRSAFaSFSR mdWdEW•G. Be. des' ARE NOTE C NRUMtlReHP+RWwms rwe�mwrF olNNe m 1. NRo ,, crosecuSTR. .IaNNN�{r'�. cRaNwLWRr?. DRAINAGE IWRMND " Y r �, r �xE L NLN esil v sell 2 in be SYMBOL MARKINGS MISCELLANEOUS - STANDARD PLAN M-MADEGA w EemuCruRE INLET umxm DRAINAGE MARKING � z =wuw.r Dac,Rgn Envelope to A0A08/8L4(dEg"O5D-B9E0{70E51967ED2 ALL PAVEMENT MARKINGS SHALL CONFORM TO THE FOLLOWING WSDOT SITE. PLANS, EXCEPT CROSSWALK MARKINGS AND STOP BARS SHALL BE PER CITY OF RENTON STD. PLANS 127 AND 128. MOOT STD. PLANS NOT INCLUDED BELOW SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKSITRANSPORTATION. M-3.104M LEFT TURN CHANNELIZATION M-3.21I LEFT -TURN CHANNELIZATION REDUCED TAPERS M3.31I LEFT -TURN CHANNELIZATION TEE INTERSECTION AND BACKJO-BACK TURN LANES M-340-04 TWO-WAY LEFT -TURN AND MEDIAN CHANNELIZATION M-3.51I DOUBLE LEFT TURN CHANNELIZATION M-5.1043 RIGHT TURN CHANNELVATION M-9.50-02 BICYCLE LANE SYMBOL LAYOUT M-9.60-00 SHARED- USE PATH MARKINGS M-11AM3 RAILROAD CROSSING LAYOUT M-12.10-02 ROUNDABOUT PAVEMENT MARKINGS M-20.10413 LONGITUDINAL MARKING PATTERNS M-20.20-02 PROFILED AND EMBOSSED PLASTIC LINES M-24.20-02 SYMBOL MARKINGS- TRAFFIC ARROWS FOR HIGH-SPEED ROADWAYS M-24.40412 SYMBOL MARKINGS- TRAFFIC ARROWS FOR LOW -SPEED ROADWAYS M-24.60-04 SYMBOL MARKINGS MISCELLANEOUS LONGITUDINAL PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE (MMAI, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKSITRANSPORTATION. PAVEMENT LETTERS, AND REDIGREEN PAVEMENT BACKGROUNDS SHALL CONSIST OF METHYL METHACRYLATE (MMA), OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKSTTRANSPORTATION. PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL CONSIST OF THERMOPLASTIC, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKSITRANSPORTATION. THERMOPLASTIC. SHALL CONTAIN 3M 50150 WETIORY ELEMENTS, OR APPROVED EQUAL. IF INSTALLED ON CONCRETE, PAVEMENT SYMBOLS, CROSSWALK MARKINGS, AND STOP BARS SHALL HE 3MISTAMARK ALL WEATHER TAPE 380AW SERIES, OR APPROVED EQUAL. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF PAINT SHALL BE USED FOR MAINTENANCE PURPOSES, OR UNLESS OTHERWISE APPROVED BY CITY OF RENTON PUBLIC WORKS?RANSPORTATION. LONGITUDINAL PAVEMENT MARKINGS CONSISTING OF RAISED PAVEMENT MARKERS SHALL REQUIRE APPROVAL FROM CITY OF RENTON PUBLIC WORKSOrRANSPORTATION. IF APPROVED, LONGITUDINAL LANE MARKINGS SHALL FOLLOW WSDOT STD. PLAN M-20.SOA2 LONGITUDINAL MARKING SUBSTITUTION WIRAISED PAVEMENT MARKERS. PAVEMENT SURFACE AND AIR TEMPERATURE AT THE TIME OF PAVEMENT MARKING APPLICATION SHALL NOT BE LESS THAN 50- F. `1 PUBLIC WORKS / DEPARTMENT CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO REVISION PAVEMENT MARKING NOTES V. Wl a St 03-71 2022 03/12/21 991 D xawg ins v/ 1 AS NOTED X0fl6pR "'° Ot/07/22 cxel�L/CRL 03/11 /22" BVL DATUM aEOEMS AT M ME BY DATE APPR cuc ""'IX01°'""' CURB LANE LANE L LANE CURB WlE _I CENTER CENTER N IN LANE LANE 11r B STRIPE eRMIN.(TYP.) LNIE (TYPJ LANE B (TYP.)—STRIPE CONCRETE LINE LINE GUTTER M. TIRE TIRE TIRE PRE TRACKS TRACKS TRACKS TRACK + TYPICAL 4—LANE ROADWAY CONFIGURATION A NOTE FOR ROADWAYS WITH MORE OR LESS LANES. THE SALE CONFIGURATION APPLIES. KEEPING THE THERMOPI/SIIC/PAINTED BARS CENTERED ON THE LANE LINES AND IN THE CENTER OF TRAVELL9 PORTION OF THE LANE TO MINIMIZE THE -WEAR ON THE THERMOPLASTIC/PLANT. PUBLIC WORKS THERNICIPLASTICIPAINITED SO e • DEPARTMENT CROSSWALK 1 TENW Transportation Engineering NorthWest Tanspostatbn Planning I Design I Traffic ml>act50peratbns IN SE8th St.SU1te200,Belewe,WA98WU1 I Office 1425) 589-6747 Project Contact: Grant Lewis CITY OF ' RENTON Plonning/Building/Public Works Dept. R-4178135 T-417805 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION nnsippo 04/07/2022 CBarnes 04/08/2022 SOLERA oa/11 /202 2842 NE SUNSET BLVD RENTON. WA 98056 PAVEMENT MARKING & PM-04 SIGNING DETAILS miss 44 O N O T N M AN 1f Rl N Q J M M M O O O 00 a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 00 N T O 00 n T I O qT 0 1 CROSSWALK WIONG 12' WXIIE 1XERNOPD3110 PUBLIC WORKS FARALLIM CRCIII IIC DII �A� VOID AREA DETAIL PMA5 NOT TO SCALE ' �ANAOIE� I III 0 [MOUNTING ON EXISTING ggYETLL MLE OR LUMIMAIRL' ACCESS AISLE STRIPING COLOR, ANGLE, SPACING TO MATCH EXISTING INSTALLATIONS IN AGARAGE R7-801 OR R7-8 VA SIGN Sh NOTES i OR WHD3Tp'A SI I TLC PVNE��'I1��CN$$ qF g�ai•�� 0 ASA IrGPINECT,WISIAgE diF1IP Ofi Tk1k DNPR 9gR{:r,TAgEIIx CWrry.IANGE,AMTN INCHAR13501a ertilBRl ME4g cONNE tlppN1ggD ]NI4 ARE'E$ Ow 1P Aa �+E,wira'4TN�w ME�TY�µE :s A YµFa f?= vnTrtJ/,e,],�1V4 SSTOPIGNDn aREA (IN) 7�fS (MZ.aOSr4w1TX'iFr]ii i1{N) P$SY,PANC` CRT'1Ah9f sues YuTLa,;lYc tml- rARLIt, PEA ST P,EgipA)EO SW�/NE. 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I51W9 WITH TWB UNES OF STREET HANDS SHALL ids[ KEREAWS STD TNDCR'7E LOCATION OF 5TREETS ,3 A [CITY I SHALL BE TNITNUD=D ON MAST ARM VbUNTEb SiTRE€T NAME STORE, THAT ARE TO'OE tIIJ§TALER IN DOWNTOWN CDR& SIZE OF LOGO SHALL DE AT 1 12" h fat+: a LETTERS AND 'NUMERALS Sill CUT(FROM 3M £L'EGTROCJT (FILM SERIES iTZD OR APPROVED tot 5 SIGN BLADE THICKNESS SHALL BE DIES" B SIGN SI, l SHALL BB WOOD SERIES X BSAMIN rlffiA E SITIDIIMVE RIEETlIiIB DR APPR1AEUk BOUND T SIGN MOUR IqD HARDWARE SHALL IFiEI-NL%E RpLT$I IRI IIS SHALL M$If BS ALL1OWED'. 8 FOR SIGN MTgKTy"Tl BEDi SEE L�BDT TST'$IAI57AB-B KI M Ca4114 9. SIGN PROOFS RRW THE IMA7Ni9F;AUIHRER (SHALL BE SSUBMITIED70 THEDL FOR[ APPROVAL PRIOR TO FA9RIT`ATINN OF MAST NIT MDHSTED STREET NPIME ISISRSI ., LEXER1t, . Al RIEAS, BEPARt7m BAR — Pill (FEEL) Manmmm — r, NBFAN_N PUBLIC WORKS I STR€E3r NAVE ,4j(DMj`I, DEPARTMENT NOTE: ALL R7-801 AND R7-801VA SIGNS SHALL BE MOUNTED AT 5' ABOVE FINISHED GRADE, AS MEASURED TO THE BOTTOM OF THE SIGN. 4•LO RESERVED' RESERVED 4' WHITE BORDER, EXISTING INSTALLATIONS TYR' IN GARAGE PARKING VARIES 4" WHITE DIAGONAL ® INTERNATIONAL SYMBOL STIPE, TYP.L 5'MIN EX ACCESS TO MATCH EXISTING INSTALLATIONS N GARAGE t J l 8' MIN. 8' MRIN. 8' MIN. WASHIR7--SOT NGTON STATE WAS RI7 NGTON 801VA LATE VAN 121W X 18'11 121W X 18' H ACCESSIBLE STALL DETAIL M05 NOT TO SCALE N0 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL REVISION �C1 ACCESSIBLE STALL SIGN DETAILS PM05 NOT TO SCALE '6°r W/03/21 AS NOTED X0fl6pR "'O'a�,as, 01/07/22 Dx6DBVL/GRL 03/11/22" BVL DATUM rDEMS BY DATE APPR P Fuc E""'IX41°'N"' D Sqn Eneekpe to 816GE02AED93nF1 A8559FES382092BFB 1,1.5" RADIJS U Y \ J*nm GORDER (TYP 11E��tt SIGN DMENSIONS SIM InIll A le C� b E ROSP Mt1DPRNTFA STREET NAME 'am (ta"RE€0 LN"iMIIT ptgwil VARIES 6" .�56•': (POST �McDrseIB�NrvTED STREET NAME sm µPEED UMTT Lx4IDdPlil fl-2" VARtES.� IS" I€" s" P WWTGD 10 .SERIES UNLESS AN ALTERNATE ''MUTCU SERFS IS OPPROVEED By THE on rh UETmR3• 02 RM EISTALS fSHA'LL [BE GUT MGM 3M ELECTROSEET MW S(SERfES D7,0 M A`PPil EDIM. N, SON SLAVE SHALL SE Ft4T ALIDIFNIDML EA,TED a On GAWE C M SiWlEe SHALL BE 3M 901 l nI&TV PraSMATC OR APPROVED LUAL 5� 91F19I MCLINE IVs'G HARLIWNWE Sifffi S. i llRpi ADL`TS, TRIVETS SHALL NOT BE ALLOWED I6,. RrR B(M P= DGTAIA SWE l OF E�AiTpN er�ANDAfiD DETAIL 129 EXCEDT MOUNTING IT�HT siFKtl BE Ill 1 TENW Transportation Engineering NorthWest Tanspodatbn Planning I Design I Traffic lmpacld Operatbns IN SE8th St.Suite200,SeIPAe,WA98D0M I Office 1425) 589-6747 Project Contact: Grant Lewis CITY OF ' RENTON Plonning/Building/Public Works Dept. II,F.,GEN[f„ ARROW READ, SEP1AR-0AiPIlE1Y )e11R -WHITE (REFu,.;T ftilimRDKI,ia = gRzel PUBLdaWORKS DEPARTMENT R-4178136 T-417806 7/30/2016 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION rani 04/07/2022 '� CBarnes 04/08/2022 SOLERA 03/11 /202 2842 NE SUNSET BLVD r r'°'°°"' RENTON. WA 98056 PAVEMENT MARKING & PM-05 SIGNING DETAILS Sias 44 O N O s O N LM M 9M 0 O N Q J M M M O O O 00 rev 00 N v 0 Q W J O U) NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. d Vo C, NEW SERVICE BREAKER SCHEDULE AT HARRINGTON AVE HE & NE IITH ST CIRCUIT BREAKER CONTACTOR MAIN 2P-100 AMP --- ILLUM A 2P-20 AMP 30 AMP ILLUM B 2P-20 AMP 30 AMP ILLUMINATION WIRING SCHEDULE QRACEWAY CONDUIT SIZE ILLUM. XB SERVICE #2 EQUIP. GRND. PULL WIRE NO. 1 2" SCH40 PVC 2 1 2" SCH40 PVC 4 1 2 2" SCH40 PVC SPARE 1 3 2" SCHSO PVC 4 1 4 3" SCHSO PVC 3 5 2" SCHSO PVC 2 1 6 2" SCH40 PVC 4 1 7 EX 2" xx 2 8 T SCH40 PVC SPARE 1 ' EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. **OTHER EXISTING CONDUCTORS MAY BE PRESENT IN EXISTING CONDUIT RUN. I 1 19 1 1 CO O N NEW R W I EX R/W Q = W JEFF�AVE NE W W In ss ss ss s SS Z W _ Ef R/W a EX R W SITE ILLUMINATION CONSTRUCTION NOTES OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 116.1. FURNISH AND INSTALL NEW NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-4, AND PER CITY OF RENTON STD PLANS 116.1, 116.2, 119, 120 & J013. APPLY DECAL NUMBERING WITH CDR POLE ID PER THE ILLUMINATION POLE SCHEDULE C AND CITY OF RENTON STANDARD DETAIL 121. OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.1. FURNISH AND INSTALL NEW ARTERIAL STREET DECORATIVE LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-4, AND PER CITY OF RENTON STD PLANS 117.1, 117.3, 119, 120 & JI APPLY DECAL NUMBERING WITH CDR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. O3 CONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF RENTON STD PLAN 126.1. FOUNDATION SHALL BE ADJACENT TO AND FLUSH WITH SIDEWALK. FURNISH AND INSTALL SERVICE CABINET PER CITY OF RENTON STD PLAN 122.1 &122.2. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER, 425-430-7423, PRIOR TO INSTALLATION OF CONDUITS. OTHE POWER SOURCE LOCATION WAS NOT KNOW AT THE TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL COORDINATE WITH PSE TO IDENTIFY A LOCATION FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION INCLUDING COMPLETING ALL FORMS/APPLICATIONS AND PAYMENT OF ALL ASSOCIATED FEES. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE SHALL MAKE FINAL CONNECTION TO THE POWER SOURCE. THE CONTRACTOR SHALL ASSUME 500' FEET OF TRENCHING TO CONNECT TO POWER SOURCE FOR BIDDING PURPOSES. O EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION. OREMOVE EXISTING STREET LIGHT POLE & FOUNDATION TO MINIMUM 24" BELOW SURFACE GRADE. FILL AND COMPACT VOID. O7 EXISTING DAVIT STREET LIGHT POLE TO REMAIN. PROTECT DURING CONSTRUCTION. O8 EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION OINTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX. f0 EXTEND NEW ILLUMINATION CONDUCTORS TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING CONDUCTORS IN EXISTING JUNCTION BOX WITH CITY APPROVED SPLICE KIT. i7 EXISTING ARTERIAL STREET/PEDESTRIAN DECORATIVE LUMINAIRE POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 12 EXISTING DAVIT STREET LIGHT POLE TO REMAIN. REPLACE EXISTING LUMINAIRE WITH NEW LED FIXTURE PER ILLUMINATION POLE SCHEDULE, SHEET IL-04. 13 CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.1. RELOCATE EXISTING ARTERIAL STREET DECORATIVE LUMINAIRE POLE AND LED LUMINAIRE TO NEW LOCATION. INSTALL RELOCATED POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-4, AND PER CITY I 1 MATCH LINE STA 23+70 — SEE SHEET IL-03 1 CIVIL CONSTRUCTION PERMIT 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 3 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 4 CML CONSTRUCTION PERMIT RESUBMITTAL NO I REVISION n BY I DATE I APPR 1 BVL Mo MS SITE 1 St ie 2 P a\,yf. 52125 t^s ;,ISTEa;'G S70NAL F� 03-71 2022 SAS NOTED "'4 19°'�199 III DATUM swf Kraaxuv O ti SITE 15 60 0 30 90 SCALE IN FEET LEGEND EX NEW DESCRIPTION Z 917 JUNCTION BOX TYPE 1,2 0-0 *_0 ROADWAY LUMINAIRE POLE ;X PEDESTRIAN LUMINAIRE POLE 4 UTILITY POLE Y� UTILITY POLE MOUNTED LUMINAIRE — — — — -- CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET OCONSTRUCTION NOTE O LUMINAIRE POLE CALLOUT AWIRE NOTE 1 TENW Transportation Engineering NorthWest Tansporatbn Planning I IMsign I Traftic miI Operations 114W SE 8th St, Suite ZI Belewe,WA981MM I OM I4251889-6747 Project Contact: Grant Lewis CITY OF ' RENTON Plonning/Building/Public Works Dept. 'S0 p'S SAP f O�S���� R-4178137 T-417807 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION msippo 04/07/2022 CBarnes 04/08/2022 lR SOLERA oa/11 /202 2842 NE SUNSET BLVD RENTON, WA 98056 ILLUMINATION PLAN L—� 1 137 144 0 N O O O T N A M AN A O N Q J rev 00 N v O n i Q W J 0 U) a sG— m I DR�WY_ NI 4PROPOSED SUNSET SHELL a C-STORE REDEVELOPMENT b SHOWN FOR REFERENCE ONLY LI� 00 0 X R/W 3 J 0 10 0------- I _ -w —w w w w 0+� 1+00 F . w W -w -w wW NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. ILLUMINATION WIRING SCHEDULE QRACEWAY CONDUIT SIZE ILLUM. #B SERVICE #2 EQUIP. GRND. PULL WIRE NO. 1 2" SCH40 PVC 2 1 2" SCH40 PVC 4 1 2 2" SCH40 PVC SPARE 1 3 2" SCHBO PVC 4 1 4 3" SCHBO PVC 3 5 2" SCHBO PVC 2 1 6 2" SCH40 PVC 4 1 7 EX 2" ** 2 1 8 2" SCH40 PVC SPARE 1 * EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. **OTHER EXISTING CONDUCTORS MAY BE PRESENT IN EXISTING CONDUIT RUN. 'I Am 1� JEFFERS 4O 00 SITE NE SUNSET BLVD CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO REVISION 7 BY I DATE I APPR EX R/W O 6 O MO -F LO J ^w 2 C w= z� UNc I_ N y �mt � ZZ s ss sS��A •'EaG� —w—w 03-71 2022 �z mkvrn SAS NOTED �na'�m, cxeo�L/GRL� mME o BVL IEMSII DATUM °�'P swe.a NMY ILLUMINATION CONSTRUCTION NOTES OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 116.1. FURNISH AND INSTALL NEW NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-4, AND PER CITY OF RENTON STD PLANS 116.1, 116.2, 119, 120 & J013. APPLY DECAL NUMBERING WITH CDR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.1. FURNISH AND INSTALL NEW ARTERIAL STREET DECORATIVE LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-4, AND PER CITY OF RENTON STD PLANS 117.1, 117.3, 119, 120 & J013. APPLY DECAL NUMBERING WITH CDR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. O3 CONSTRUCT SERVICE CABINET FOUNDATION PER CITY OF RENTON STD PLAN 126.1. FOUNDATION SHALL BE ADJACENT TO AND FLUSH WITH SIDEWALK. FURNISH AND INSTALL SERVICE CABINET PER CITY OF RENTON STD PLAN 122.1 &122.2. LOCATION AND ORIENTATION OF FOUNDATION AND CABINET SHALL BE VERIFIED BY CITY OF RENTON TRANSPORTATION MAINTENANCE MANAGER, 425-430-7423, PRIOR TO INSTALLATION OF CONDUITS. OTHE POWER SOURCE LOCATION WAS NOT KNOW AT THE TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL COORDINATE WITH PSE TO IDENTIFY A LOCATION FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION INCLUDING COMPLETING ALL FORMS/APPLICATIONS AND PAYMENT OF ALL ASSOCIATED FEES. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE SHALL MAKE FINAL CONNECTION TO THE POWER SOURCE. THE CONTRACTOR SHALL ASSUME 500' FEET OF TRENCHING TO CONNECT TO POWER SOURCE FOR BIDDING PURPOSES. OEXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION. OREMOVE EXISTING STREET LIGHT POLE & FOUNDATION TO MINIMUM 24" BELOW SURFACE GRADE. FILL AND COMPACT VOID. O EXISTING DAVIT STREET LIGHT POLE TO REMAIN. PROTECT DURING CONSTRUCTION. O EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION O INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX. ip EXTEND NEW ILLUMINATION CONDUCTORS TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING CONDUCTORS IN EXISTING JUNCTION BOX WITH CITY APPROVED SPLICE KIT. 11 EXISTING ARTERIAL STREET/PEDESTRIAN DECORATIVE LUMINAIRE POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 12 EXISTING DAVIT STREET LIGHT POLE TO REMAIN. REPLACE EXISTING LUMINAIRE WITH NEW LED FIXTURE PER ILLUMINATION POLE SCHEDULE, SHEET IL-04. 13 CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.1. RELOCATE EXISTING ARTERIAL STREET DECORATIVE LUMINAIRE POLE AND LED LUMINAIRE TO NEW LOCATION. INSTALL RELOCATED POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-4, AND PER CITY OF RENTON STD PLANS 117.1, 117.3, 119, 120, AND J013. %TENW Transportation Engineering NorthWest Tansporatbn Planning I IMsign I TraHiclmpactd Operatb% 114W SE 8th St, Suite ZI Belewe, WA981Ak I Office 1425! 589-6747 Project Contact: Grant Lewis CITY OF ' RENTON Plonning/Building/Public Works Dept. 15 60 0 30 90 SCALE IN FEET LEGEND 19 NEW DESCRIPTION El 9O JUNCTION BOX TYPE 1,2 ROADWAY LUMINAIRE POLE Y PEDESTRIAN LUMINAIRE POLE O UTILITY POLE UTILITY POLE MOUNTED LUMINAIRE — — — --- CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET O CONSTRUCTION NOTE O LUMINAIRE POLE CALLOUT ZL WIRE NOTE R-4178138 T-417808 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION 101 msippo 04/07/2022 '� CBarnes 04/08/2022 SOLERA 733/11 /zoz 2842 NE SUNSET BLVD RENTON, WA 98056 ILLUMINATION PLAN L—O2 �7138 144 O N O O O T N IF M FBI Fft1 O N Q J M M M O O O 00 T a NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. co co N n T O o W H Q W J O U) A ILLUMINATION WIRING SCHEDULE 0 RACEWAY CONDUIT SIZE ILLUM. #8 SERVICE X2 EQUIP. GRND. PULL WIRE No. 1 2" SCH40 PVC 2 1 2" SCH40 PVC 4 1 2 2" SCH40 PVC SPARE 1 3 2" SCHSO PVC 4 1 4 3" SCHSO PVC 3 5 2" SCHSO PVC 2 1 6 2" SCH40 PVC 4 1 7 EX 2" " 2 8 2" SCH40 PVC SPARE 1 ' EQUIPMENT GROUND SIZE SHALL BE EQUAL TO OR LARGER THAN THE LARGEST WIRE SIZE IN THE CONDUIT. "OTHER EXISTING CONDUCTORS MAY BE PRESENT IN EXISTING CONDUIT RUN. R ■ 1O MATCH LINE STA 23+70 — SEE SHEET IL-01 ILLUMINATION CONSTRUCTION NOTES OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 116.1. FURNISH AND INSTALL NEW NEIGHBORHOOD STREET PEDESTRIAN LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-4, AND PER CITY OF RENTON STD PLANS 116.1, 116.2, 119, 120 & J013. APPLY DECAL NUMBERING WITH CDR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. OCONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.1. FURNISH AND INSTALL NEW ARTERIAL STREET DECORATIVE LUMINAIRE POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-4, AND PER CITY OF RENTON STD PLANS 117.1, 117.3, 119, 120 & J013. APPLY DECAL NUMBERING WITH CDR POLE ID PER THE ILLUMINATION POLE SCHEDULE AND CITY OF RENTON STANDARD DETAIL 121. O OTHE POWER SOURCE LOCATION WAS NOT KNOW AT THE TIME OF PLAN PREPARATION. THE CONTRACTOR SHALL COORDINATE WITH PSE TO IDENTIFY A LOCATION FOR 1201240 VOLT SINGLE PHASE POWER SOURCE CONNECTION INCLUDING COMPLETING ALL FORMS/APPLICATIONS AND PAYMENT OF ALL ASSOCIATED FEES. THE CONTRACTOR SHALL INSTALL CONDUIT AND CONDUCTORS TO THE POWER SOURCE. CONTRACTOR SHALL COORDINATE WITH PSE FOR SPECIFIC REQUIREMENTS. PSE SHALL MAKE FINAL CONNECTION TO THE POWER SOURCE. THE CONTRACTOR SHALL ASSUME 500' FEET OF TRENCHING TO CONNECT TO POWER SOURCE FOR BIDDING PURPOSES. O EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION. OREMOVE EXISTING STREET LIGHT POLE & FOUNDATION TO MINIMUM 24" BELOW SURFACE GRADE. FILL AND COMPACT VOID. O7 EXISTING DAVIT STREET LIGHT POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 8O EXISTING UTILITY POLE MOUNTED LUMINAIRE TO REMAIN. PROTECT DURING CONSTRUCTION O INTERCEPT AND EXTEND EXISTING CONDUIT TO NEW JUNCTION BOX. ip EXTEND NEW ILLUMINATION CONDUCTORS TO EXISTING JUNCTION BOX. SPLICE NEW ILLUMINATION CONDUCTORS TO EXISTING CONDUCTORS IN EXISTING JUNCTION BOX WITH CITY APPROVED SPLICE KIT. 11 EXISTING ARTERIAL STREET/PEDESTRIAN DECORATIVE LUMINAIRE POLE TO REMAIN. PROTECT DURING CONSTRUCTION. 12 EXISTING DAVIT STREET LIGHT POLE TO REMAIN. REPLACE EXISTING LUMINAIRE WITH NEW LED FIXTURE PER ILLUMINATION POLE SCHEDULE, SHEET IL-04. 13 CONSTRUCT FOUNDATION PER CITY OF RENTON STANDARD DETAIL 117.1. RELOCATE EXISTING ARTERIAL STREET DECORATIVE LUMINAIRE POLE AND LED LUMINAIRE TO NEW LOCATION. INSTALL RELOCATED POLE, LUMINAIRE, AND JUNCTION BOX PER ILLUMINATION POLE SCHEDULE, SHEET IL-4, AND PER CITY OF RENTON STD PLANS 117.11 117.3, 119, 120, AND JI ti 3 x Z I SITE I O I I ; O I III O a +00 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL LJ N0. REVISION BY DATE APPR EX NE SUNSET BLVD 10+00 V. ie 2 P V]N Iv a\ -P 53125 O i2� STONAL F� 03-11 2022 z�mmn S AS NOTED 0 cxeo�L/GRL� mME BVL III DATUM °PDWM uc swe.a NMY M- / I '51 �1�� 3 �&��S \ �EX. R1W 1 TENW Transportation Engineering NorthWest Tansporatbn Planning I IMsign I Traftic miI Operations 114W SE 8th St, Suite ZI Belewe, WA981MM 1 01fice Id25t 889-6747 Project Contact: Grant Lewis CITY OF ' RENTON Plonning/Building/Public Works Dept. Z tizee`e� 44111 15 60 0 30 90 SCALE IN FEET LEGEND EX NEW DESCRIPTION ® 90 JUNCTION BOX TYPE 1,2 ROADWAY LUMINAIRE POLE Y PEDESTRIAN LUMINAIRE POLE UTILITY POLE t=� UTILITY POLE MOUNTED LUMINAIRE — — — -- — CONDUIT/CONDUCTOR ® ELECTRICAL SERVICE CABINET O CONSTRUCTION NOTE OLUMINAIRE POLE CALLOUT QWIRE NOTE R-4178139 T-417809 IN COMPLIANCE WITH CITY OF RENTON STANDARDS revewrment enulneenlnu TRANSPORTATION OPERATION msippo 04/07/2022 CBarnes 04/08/2022 SOLERA oa/11 /202 2842 NE SUNSET BLVD RENTON, WA 98056 ILLUMINATION PLAN AIL- 03 �m139 144 O N O O O T N A M FBI Fft1 O N Q J M M M O O O 00 a 00 N T O Q W J O U) NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. ROADWAY SCALE ILLUMINATION POLE SCHEDULE LUM. POLE ID STREET STATION *OFFSET * LATITUDE ** LONGITUDE ** MOUNT. ARM yOLTAGESERVICE/WATTAGE INITIAL LUMINAIRE TYPE - BASE COMMENT POLE NO. NUMBER*** HEIGHT LENGTH CIRCUIT ITYPE LUMENS DISTRIBUTION OA JEFFERSON AVE NE 10+67.5 16.5' LT EX EX EX EX EX EX EX FIXED NEW FOUNDATION PER RENTON STANDARD PLAN 117.1. RELOCATE EX POLE & LUMINAIRE TO NEW LOCATION. OB HE SUNSET BLVD 3+08.0 28.5' LT 35, 6' 240 EX 12OW LED 14,342 CYCLONE CY55P7B- FIXED NEW FOUNDATION AND POLE PER RENTON STANDARD GC-3-12OW-4K-240-8 PLAN 117.1. 0NE SUNSET BLVD 4+89.0 28.5' LT 35' 6' 240 EX 120W LED 14,342 CYCLONE CY55PIB- FIXED NEW FOUNDATION AND POLE PER RENTON STANDARD GC-3-120W-4K-240-8 PLAN 117.1. OD HE SUNSET BLVD 6+38.0 28.5' LT 35' 6' 240 EX 12OW LED 14,342 CYCLONE CY55P/B- FIXED NEW FOUNDATION AND POLE PER RENTON STANDARD GC-3-12OW-4K-240-8 PLAN 117.1. OE HE SUNSET BLVD 8+57.0 28.5' LT 35' 6' 240 EX 12OW LE 14,342 CYCLONE CY55PIB- FIXED NEW FOUNDATION AND POLE PER RENTON STANDARD GC-3-12OW-4K-240-8 PLAN 117.1. OF HE SUNSET BLVD 10+62.5 33.5' LT 35' 6' 240 EX 12OW LED 14,342 CYCLONE CY55PIB- FIXED NEW FOUNDATION AND POLE PER RENTON STANDARD GC-3-12OW-4K-240-8 PLAN 117.1. OG HE SUNSET BLVD EX EX EX EX 240 EX 125W LED 19,469 AUTOBAHN FIXED EXISTING STREET LIGHT POLE TO REMAIN. REPLACE ATBO-P452-MVOLT-R3 EXISTING LUMINAIRE WITH NEW LED FIXTURE. OH HE 12TH ST EX EX EX EX 240 EX 125W LED 19,469 AUTOBAHN FIXED EXISTING STREET LIGHT POLE TO REMAIN. REPLACE ATBO-P452-MVOLT-R3 EXISTING LUMINAIRE WITH NEW LED FIXTURE. O 35' 6' 240 ILLUM B 120W LED 14,342 CYCLONE CY55PIB- FIXED NEW FOUNDATION AND POLE PER RENTON STANDARD NE 12TH ST 42+81.5 23.5' RT GC-3-12OW-4K-240-8 PLAN 117.1. OJ HE 12TH ST 41+77.0 23.5' R7 35' 6' 240 ILLUM B 120W LE 14,342 CYCLONE CY55PIB- FIXED NEW FOUNDATION AND POLE PER RENTON STANDARD GC-3-120W-4K-240-8 PLAN 117.1. OK NE 12TH ST 40+05.5 24.5' R7 35' 6' 240 ILLUM B 120W LE 14,342 CYCLONE CY55PIB- FIXED NEW FOUNDATION AND POLE PER RENTON STANDARD GC-3-120W-4K-240-8 PLAN 117.1. * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ADJUSTMENTS WITH CITY INSPECTOR PRIOR TO IMPLEMENTING. ** POLE LATITUDE AND LONGITUDE NUMBERS SHALL BE PROVIDED BY CONTRACTOR FOR INCORPORATION INTO AS -BUILT PLANS. *** POLE ID NUMBERS SHALL BE PROVIDE BY ERIC CUTSHALL (CITY OF RENTON) FOR INCORPORATION INTO AS -BUILT PLANS. PEDESTRIAN SCALE ILLUMINATION POLE SCHEDULE LUM. POLE ID STREET STATION *OFFSET * LATITUDE ** LONGITUDE ** MOUNT. ARM VOLTAGESERVICE WATTAGE INITIAL LUMINAIRE TYPE - BASE COMMENT POLE NO. NUMBER*** HEIGHT LENGTH CIRCUIT ITYPE LUMENS DISTRIBUTION O7 HARRINGTON AVE NE 33+01.5 16.5' RT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. 2 HARRINGTON AVE NE 32+08.0 16.5' RT 14' --- 240 ILLUM A 5OW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-V53AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. O3 HARRINGTON AVE NE 31+17.5 16.5' RT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. O4 NE IITH ST 20+89.0 19.5' LT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. O5 NE IITH ST 21+28.5 19.5' RT 14 --- 240 ILLUM A 5OW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. O6 NE IITH ST 21+84.5 13.5' LT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. O7 NE IITH ST 22+22.0 /3.5' RT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. O8 NE IITH ST 23+05.0 19.5' LT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. O9 NE IITH ST 23+43.5 /9.5' RT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. f0 NE IITH ST 24+26.0 19.5' LT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. i7 NE IITH ST 24+93.5 /9.5' RT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. 12JEFFERSON AVE NE 11+23.0 19.5' RT 14' --- 240 ILLUM A 5OW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. Q JEFFERSON AVE NE 11+745 19.5' LT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON . CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. 14 JEFFERSON AVE NE 12+56.5 19.5' RT 14' --- 240 ILLUM A 5OW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. 15JEFFERSON AVE NE 13+22.5 19.5' LT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. i6 JEFFERSON AVE NE 13+79.0 19.5' RT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. Q JEFFERSON AVE NE 14+35.0 19.5' LT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. 18JEFFERSON AVE NE 14+93.0 19.5' RT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. 19 JEFFERSON AVE NE 15+64.5 19.5' LT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. JEFFERSON AVE NE 16+53.0 19.5' RT 14' --- 240 ILLUM A 50W LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. 21JEFFERSON AVE NE 17+35.5 16.0' LT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. 2© JEFFERSON AVE NE 17+88.0 19.5' RT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. 2© JEFFERSON AVE NE 18+71.0 19.5' LT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. 24 JEFFERSON AVE NE 19+45.0 /9.5' RT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. 2© JEFFERSON AVE NE 20+04.0 19.5' LT 14' --- 240 ILLUM A 50W LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CYl7T4-VS3AR-SKY-3-5OW-4K-240-BK STD PLAN 116.1. JEFFERSON AVE NE 20+79.5 19.5' RT 14' --- 240 ILLUM A SOW LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. 2© JEFFERSON AVE NE 21+36.0 19.5' LT 14' --- 240 ILLUM A 50W LED 4,591 CYCLONE FIXED NEW FOUNDATION AND POLE PER RENTON CY17T4-VS3AR-SKY-3-50W-4K-240-BK STD PLAN 116.1. * STATIONS/OFFSETS ARE APPROXIMATE. CONTRACTOR SHALL CONFIRM ADJUSTMENTS WITH CITY INSPECTOR PRIOR TO IMPLEMENTING. ** POLE LATITUDE AND LONGITUDE NUMBERS SHALL BE PROVIDED BY CONTRACTOR FOR INCORPORATION INTO AS -BUILT PLANS. *** POLE ID NUMBERS SHALL BE PROVIDE BY ERIC CUTSHALL (CITY OF RENTON) FOR INCORPORATION INTO AS -BUILT PLANS. POLE NUMBERS PROVIDED WILLALSO BE INSTALLED ON THE POLES. N0. ILLUMINATION WIRING DIAGRAM HARRINGTON AVE NE NEW SERVICE 3 2 1 POWERED BY EX SERVICE ILLUM A A7 GLEN OD AVE NE ILLUM B ~ K h 4 h 7 � E ENE FIE 171W 13 15 1 19 Z 21 2 2 2 Z SUNSET LN NE A JEFFERSON AVE NE � E 12 I4 i6 18 20 22 24 2 w E � h 8 J M E F= 9 M C) 0 H ELd 11 Z EX Q EX SERVICE P. S AT SAFEWAY E B C D E F F UM A /IF ILLUM e N SUNSET�� BLVD y� // EX EX E EX NOT TO SCALE ILLUMINATION GENERAL NOTES 1. THE LOCATION OF ALL CONDUIT, JUNCTION BOXES, AND CABINETS SHOWN ON THIS PLAN ARE APPROXIMATE ONLY. FINAL LOCATION SHALL BE DETERMINED BY THE CONTRACTOR AND CONFIRMED IN THE FIELD BY THE ENGINEER. 2. ALL WORK SHALL BE IN ACCORDANCE WITH THESE PLANS, CITY OF RENTON STANDARDS AND WSDOT STANDARDS AND SPECIFICATIONS, CURRENT EDITION. 3. THE LOCATIONS OF FEATURES SHOWN ARE APPROXIMATE AND SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AS NECESSARY. 4. THE CONTRACTOR SHALL SUBMIT A REQUEST TO THE CITY OF RENTON FOR MATERIALS APPROVAL AT THE EARLIEST POSSIBLE DATE S. ALL WORK SHALL BE CONSISTENT WITH UTILITY AGENCY REQUIREMENTS. THE CONTRACTOR SHALL CONTACT ALL PERTINENT UTILITY AGENCIES 48 HOURS BEFORE COMMENCING WORK, AND SHALL COORDINATE WITH AFFECTED UTILITY AGENCIES THROUGHOUT THE PROJECT. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING UTILITIES. THE CONTRACTOR SHALL NOTIFY THE AFFECTED UTILITY COMPANY AND THE CITY OF RENTON IMMEDIATELY UPON DAMAGE. 7. POLE FOUNDATIONS SHALL NOT BE EXCAVATED AND POURED BEFORE POLE LOCATIONS ARE APPROVED BY THE ENGINEER. 8. ELECTRICAL CONTRACTOR TO CONTACT CITY CONSTRUCTION INSPECTOR FOR INSPECTION OF POLE FOUNDATIONS, BASE BOLTS, AND CABINET FOUNDATION. 9. CONTRACTOR TO CONTACT CITY ELECTRICAL INSPECTOR FOR UNDERGROUND/ROUGH-IN INSPECTION. 10, CONTRACTOR TO CONTACT TRANSPORTATION MAINTENANCE MANAGER, ERIC CUTSHALL 425-430-7423, FOR STREET LIGHTING COMPLIANCE TO STANDARDS INSPECTION PRIOR TO ENERGIZING. 11. FOLLOWING THE TRANSPORTATION MAINTENANCE INSPECTION. THE CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR SERVICE INSPECTION. 12. FOLLOWING THE SERVICE INSPECTION FROM CITY ELECTRICAL INSPECTOR, ELECTRICAL CONTRACTOR SHALL SUBMIT APPLICATION TO PSE TO ENERGIZE THE STREET LIGHTING. 13. ELECTRICAL CONTRACTOR SHOULD CONTACT THE CITY ELECTRICAL INSPECTOR FOR FINAL INSPECTION AFTER STREET LIGHTING HAS BEEN ENERGIZED. 14. CONTRACTOR SHALL POTHOLE ALL POLE LOCATIONS TO CONFIRM THAT THERE ARE NO UNDERGROUND CONFLICTS. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. 15. THE CONTRACTOR SHALL CONFIRM THAT THE APPROPRIATE MINIMUM CIRCUMFERENTIAL CLEARANCE IS PROVIDED BETWEEN LUMINAIRE POLES AND OVERHEAD POWER LINES. IF A CONFLICT IS DISCOVERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PRIOR TO FOUNDATION INSTALLATION. CIVIL CONSTRUCTION PERMIT 03/12/21 D CIVIL CONSTRUCTION PERMIT RESUBMITTAL W/03/21 cxeoAS NOTED xwse'rtr� *'O �199 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 01/07/22 B)/L/GRL CIVIL CONSTRUCTION PERMIT RESUBMITTAL 03/11/22 BVL XTME DATUM rDEMG REVISION BY DATE APPR wP ruc 1 TENW Transportation Engineering NorthWest Tansporatbn Planning I De51gn I Traffic miI Operations 114W SE I St, Suite 200, Belewe, WA981MM I Office 1425) 589-6747 Project Contact: Grant Lewis CITY OF ' RENTON Plonning/Building/Public Works Dept. R-4178140 T-417810 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION msippo 04/07/2022 CBarnes 04/08/2022 ' SOLERA oa/11 /202 2842 NE SUNSET BLVD RENTON, WA 98056 ILLUMINATION PLAN AIL-04 140 144 rrA M AN 1� 0 N Q J M M M O O 0 00 T rev NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 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POLE RASE PLATE, FOUNDATION, �.I �N J � YOU NI t ALI FLU AS Iqn Y4p, 1� ]y4i:. 4•E AMI NO It 1 AND ANCHOR BOLT DETAILS PER STANDARD PLAN II7.1A O T -A P YSb L §N, 5' p �yYj]tPARAAO /N V/ DAIS'WCeT^ erARIS cf,,. EPAS•DRr EG N _ 1, . J' N 3 e Z A ) 9 lu 11 M,m5'' p s-;'Uf xuNN w wMAS GOALS No AFFM -+- .. x °^ .. mm[KNSFt y LI 'tel'W�F,WAPI'A,'9FMLRNf ef�rP®S�r N'I� �hNw skr —✓ J .x k "'b om - q eMua PAN, jj malaFr.11unweme $ g --� T I � '� Br F�FusXFIA wv Ili ui 2wrix r wr�m, a, °H-/ vmxm�IN 3 t t ,ua • , �. {SwtwE#M®c•1R3, ek qK M.. F 5' f TV Qp i4 ,.. .TbFT uu^.nS r W I iw•*Yux mars _ MR$.11;1jNEA1\ i6iEhTA�MAL WGF J - [, 1,. OFRERNAIIpXB ,qj_F LnoulmicN ePPufltNmbr59f9E^3�'� _ IFWRA£ (i' iF `FWIT�[N J UREP °• MNN ACNPE71 .ata`DarlP Ic �� J xJ ,,,,,OPIUM �•,ENTI Fpm„a..,�jp, ORDSOMMAL 1NE I/BV P�(P@M W; .1 6N[9LrJf Tr> iU M1 p AM M1. AWY4AGAA - % «MtuR E O-CLAn ' 'r... 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INAI R ET eeeu pvy v1ar.orw.+. _ nn.. • I `I' DETAILS 619HM A sxweB-MIF.s _ - mpmge ®rnsmcmmrelmmnv - - "nw M Nam AEL uR - n,ro .toe. su3: • I, RWn,¢LWMAPF:TN@NEiXSNN[8fi'pPLES9FORMtERY1[QL'ATLN9 AMYFOR Gg4MOJM LaCAi'iN3 POLE ELEVATION ":1c RAMCMR�TJI'$dFl�'FT E?9 fFN�MfasBmW _ POLE ELEVATION G III'IPAFIIGS KLELWINAMMMLENGTNSR LEE1YGRLESS 5" MDMAgETCWE LBE10VWGNRNODLESSi N051NCXEs NEIGNBORNOOO STREET STO PUN - IIti1 vAL P&5'N - &ATiT /vT\ U REACHED N O LUMINAIRE PEDESTRIAN LUMINAIRE �5= AiR ♦ ♦ PEDESTRIAN LUMINAIRE FIXTURE DETAILS STREET TIP-, w,N �I DECORATIVEARTER( LU MINAIRE POLE °` ^ TI �Martln 1 Rpvep. • pCBUC WOIiK3 DEPARTMENT LUMINAIRE BRACKET DETAIND MOUNTING ]9R-!# 1/SAZ020 FIXTURE AND POLE DETAILS GAS 3/11/2019 1 r DETAILS P3sLUC11211 'Fd0]0 y^� p 13 I: - TEF LILLIF O ,S�9,EnvMg IDF41BfiG7D1A841D3E83G£2F0224FAFM5 DadSgn£MlICN10: 50308F1A1P<OSBEbBBP8Ai830B8%SE Ocw9gn Env&qe lD SDi]BAIA4WPJeE&BB9EAiBi1EB5G5E, GENERAL NOTES: (POLE & BRAIXFT CABLE, #12 AWS_CSPLICES BETAEEN FUSE IrI040ER AND LUMINAIRE F1NryRE b�ti 1 o �,B S °- f ' g + ' 1. ALL TRANSPORTATION INFRASTRUCTURE FEATURES ARE TO BE MAINTAINED ON LEVEL GRADE 1F THE SURFACE LEVEL FROM GON$TRUG ION 1$ GHANGEN (L E. JUNCTION BOXES, LUMINAIRE RAL A STRUCTUANALYSIS SHALL NOT BE AU DWED _ RMSE RTTIB Lam' {, .• raI S't ,e ¢ _ M T g { $ F.E FU. POLES, TRAEFG SIGNAL POLES, SIGN POSTS). IS REQUIRED FOR POLE FOUNDATIONS CAPABLE RMR ED WEST U 1tRG � a � M � DNNAkE 0 -EN • d R p G, 6 Eo P. ALL OTHER TRANSPORTATION INFRASTRUCTURE SHALL BE PROVIDED TO BE ON LEVEL GRADE OF HANDLING 5G IfD STAND�DDIV PM MSEC.. OR win IA aNmn r ,•m m A & IY f.. ONCE CONSTRUCTION IS COMPLETE.DETAIL HARDWARE PER CITr STD. — - _ A NCSFM!� TWEE I BE �N IINSL%IED'END FL :. ' I19.1A PRIOR TO a I. 4B RIT111Rf riRiABNe Il1G 3. EXISTING OR PROPOSED TRANSPORTATION FEATURES 'WTHIN THE CONSTRUCTION INSTALLATION. AND BUT{- _ _ ALL PROJECT YYT [Ti'EAR EP6IFF�' 01'. WET O HERE MANn� NMDRLISFUCEFAuk. LEIR MOI�� _ ' 2iwoiiN LIMITS SHALL MEET CURRENT ADA STANDARDS((E JUNCTION BOXES SHALL HAVE NON-SKID eP LE4INTL� LEI 9Wi SAO LIDS), 2-&ifR€ R9 4M BDEWAI3"n PER W PLAN H2O M N IMN NAP M1P�i FM B1XPt,Raas 4. ALL NEW TRAFFIC SIGNALS SHALL BE CONSTRUCTED WITH FIBER COMMUNICATION CONNECTION '- TO CITY OF RENTON TRANSPORTATION FIBER OPTIC NETWORK. �� II 63,E j8 BARE II II 2�(Nrq COMER COPPER , 'I � - P=' �.�-taTitREre SAB ,i�3Ere 4>�W SSES 5. ALL TRANSPORTATION ASBLTfr ITHAf iiFi'i �� 8E REM6.Y[FA AF16 1F1�] &EIN&TAlLED AT A ILAIT£R GROUND WIRE "� j I IN � ,� �v � DATE DURING CONSTRUCTION RLL BM R&'-dNiTfSLLA'D 7D PURWIT STWOA'�S. �llll� II z' PVC DDroguIT� II W I � O. £IMAL FI LUMINAIRE I RRRLT[' IMIIDAUM SHALL BE IQLASS dDW GUNGRETE. N �aE9VreNWSULAIauxD� I� �1 — RM IUMMIST 7. ALL PROP00 SIGNAL POLE FOUNDATIONS AND EXISTING MODIFIED SIGNAL POLE FOUNDATIONS F SERVICE RNb'rf S€ftNOE DA61NFT CONCRETE FOUNDApON kLEIT, _ INCLUDE A CONCRETE PAD ARR®UND THE FOUNDATION. PROPOSED OR 'EXISTING SIDEWALK 2- L7C91TDi iG SYSTEM- SIRPLS' COPPER CLAD _ I" _SHALL SHALL BE CONSIDERED PART OF THE FOUNDATION PAD. FOUNDATION FAD SHALL BE AT LEAST III Ta creauND NOD ' T OFFSET FROM TIFF PUL€ E SIGNAL . FOUNDATION, AS SPACE AI ONS (971 AS, PEDTRI LUMINAIRE CONCRETE PAD DETAIL LUMINAIRE WITH SIDEWALK DETAIL B. V,M}971 THE TRAFFIC SIGNAL IS OPCRATIONAL, VEI ICLE DETCCiIGN SHALL BE MAINTAINEDMD4);+'pf REMAN FUNCIIONAL NEW PERMANWI/TEMPORARY VIDEO DEIE:. LION SHAUL BE INSTNKPLUED M. Sr WA�•�•vG h TEN W AND OPERA-IIONAL PRIOR TO DES ROYNG ANY EXISTING VEHICLE )ETECTION om M KpX 9i.w Ti 52125 NZI Transportation Engineering North West 4. MI5 DETAIL DEPICTS THE B0.SIB U3MNAIRE ELECTRIGAL WRING SYSTEM.ADDIDONAL ELECTRICAL.. EOUIPMEN0T0 M6'I L�ANN�DLNTRBR NSF ENRE EE p;Ep.W ALET 9. ALL TRAFFIC SIGNAL SYSTEMS, ILLUMINATION SYSTE;I5, OR OTHER ELECTRICAL. TIRANSFORTAPON ,A�..O/ST...'". VAR $ tV[� W'�W�' SYSS€AiS ,ARE SUEII SD NBP,EGNoN BY CITY OF RFNTUN TRANSPoRTAT16N bP€RATIUNS 'rSj4...... ela Transportation Planning I Design I Traffic Impact & Operators L MINIMUM GROUND MIRE AGE SHAD. BE 08. AC SnOwN AB01IE: � �E� CARRYING CONODU RS, ARE N FgHI4TIER1NS5 EroTd N&NME PD#�uE EIF NRmL MAINTEDIVI � BERARDI BRIIOR TO ENAL A'GGEPTI A 'WN'7N,AGT TO COORDINATE 11400 SE 81INSD SOUBC 200, Bellevue, W L 98004 I Office (425) 889-6747 OMAII THE MININUM CRUM WEE SIZE SHALL MATCH THE UIBDEEr WNE SIZE Or TEND HGESFENd OHk>RN(s IRFO CAUN w. '.::.,. INSPECTION WF7 THE TRANSPMTA710M OPERATORS (MAINTENANCE MANAGER OR 07H€R Q•j-�� 2022 Project Contact: Grant Lewis CONDUCTORS. w T,w LFacRrtNFer nnaR BEpI'paN lAFeh RE _ -' TRANSPORTATON OPERATIONS (MAINTENANCE REPRESENTATIVE. Phone: 952-270-9089 cw+iE&'x�II9ZSOw 3. 'BOUIPMENi GROUND NRE & BARE ERE SHALL. BE SECUR€liM FASTENED 70 THE GROUND LUG INSIDE THE POLE FEE GRIP%+cIL`�AEg;R.e FAE�AC� �E � cif �H ELEY•!OTcil meu.£ Frf1 ' HANDHCLE, ALL'BONDII ICROBNOINO CONNECTIONS SHALL REMONACCESSIBLE FORKSPECTION AND W �FGIC RET deNwB NPA TXMRX FOUND JUGA 9BR¢J. IIhIXiEdfPNEL F DININNPFT,I i, 6M FGirFtcpwlE+: TNFI AFI4 TH,A70 AT M S MER HAS MADE PRa HOR nE A M INSS aE a lLOAD �nRE, A GREEN FT �F:. �/ R-4178141 T-41781 1 MOMS F THE TO 71E GROUND LIAS W- POLE ATEO WIRE OF IFE BANE SIZE SHALL RNA FROM 7NE F-0-4 2��5T6 TO ' HANOHOLE IF THE NA) l MANUFACTURER NASA fJiWND NEE ZY{i`iN lN3ULLPFh$'iMRE gHALL BE RUN HAN 4 UU WE PINU 'FRONT THE =IXTURE. GR�M'D SUc TO THE POLE GROUND DIS aer'TAOAa IN COMPLIANCE WITH CITY OF RENTON STANDARDS Li INDIVIDUAL JUNCTION BOX PAD DETAIL DEVELOPMENT ENGINEERING TRANSPORTATION OPERATION msippo 04/07/2022 O CBarnes 04/O8/2022 PUBLIC W0RK3 ' LUMINAIRE ELECTRICAL WIRING SYSTEM _ STD. PUN It D $y`�� A POBWC WORKS ' TRANSPORTATIOIi NOTES �• TT� n le& 0 LUMINAIRE CONCRETE 4 4 PAD/SIDEWALK AND -•Noy."e \I` 'YIP BT NG l7� DEPARTMENT �+ 5/22/2019 1 J ]tJ�((>)!pI JUNCTION BOX CONCRETE PAD Gregg A"ZlmmCf111Er119 1 17� DEPARTMENT 1 CIVIL CONSTRUCTION PERMIT 03/12/21 ID S 0X1°°Xf°`' xm SPAIN SOLERA 03/11 /2022 2 CIVIL CONSTRUCTION PERMIT RESUBMITTAL W/03/21 AS NOTED CITY OF NscNEDEAUL/CRL ureoon " 3 CIVIL CONSTRUCTION PERMIT RESUBMITfAL 01/07/22 RENTON 2842 NE SUNSET BLVD N B L 4 CIVIL CONSTRUCTION PERMIT RESUBMITTAL 03 22 RENTON, WA 98056 AIL_-0rJ w Works Dept. ILLUMINATION PLAN EMS MAPMAICPACHPlanning/Building/Public NO REVISION BY DATE APPR STNLG «aaNMY A°P�MS �"n41� 44 O N O CD O N u F't M FYi Fft1 N Q J M M M O O O 00 T a 00 N T O O mm 'd LABEL';FHE ISTRI=ET' FACING SIDE OPTHECABLNET re� WITH ITS ADDRESS NUMBER(WIO STREET NAME) Il�x p USING AN ENGRAVED PHENOLIC NAMEPLATE WITH 2- N IHIGH'BLACK LETTERING ON WHITE BACKGROUND. - ATTACH' NAMEPLATE WITH ADHESIVE TKEMETER;DOOR SHALL BE REMOVABLE. fUft SS PjfGI9JJEQ"T146 PLANS, THE N MMO_Waaf-t LOCATED m n m 0 m� ell mr7le tar NEE CELL MAIN 4. T FEET Ta N N 'L PER STAHDMIJOPAMI NOTES I C r p¢Ueign Emzlol,Nlo: spepenlAawpteEeee]s9akexe+� t� ,R SIE Tam T47 TA is a d Few FJIESiRe7re€t�£61�� Faitr9aTB6fi RTTSLrK' T'areacCl DEPARTRIVIff i S r IE FI . B II °s w10R itl. na I. NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 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I, 15004D QREAI LSRA.ILL BE ,wDDED WEEN AP^uCAHLF POBUa TPORKB ptT+AR911,01i EPDXY FILL WYE SPDCE SPLICE KIT FUSE KR A SPLICE KIT EQIT^BS 1,1711 ufBnL2 CIVIL CONSTRUCTION PERMIT CIVIL CONSTRUCTION PERMIT RESUBMITTAL NO REVISION BY I DATE I APPR 3/13/2019 1 0. qf. 52125 t^s ;DISTEa;'G 9/ONAL F'� 03-11 2022 �S�mLvsn SAS NOTED xxwao 109371 cxeP�L/GRL� (SO(SOCKE WL AT M ME EMS FIRITCNEI� DATUM APOSIM uc Scue.a(X,m.cL. wsraa.walrwPsSTlB+R.b°EaR A0OV0 NXLA4iN LED -TYPE WATIMB= MASlDR4Y II].1 IDR STnRM' I I6.1,11]i.l II42 CBS STREET LIGHT STANDARD PUBLTc WORKS DECAL NUMBERING SYSTEM DEPARTMENT 1 TENW Transportation Engineering NorthWest ianspodatbn Planning I Design I Traffic lmpacU, Operatbns 114W SE Sh St, Suite 200, Belewe, WA981A14 I Office 1425) 589-6747 Project Contact: Grant Lewis CITY OF ' RENTON Plonning/Building/Public Works Dept. n R-4178142 T-417812 IN COMPLIANCE WITH CITY OF RENTON STANDARDS I'll^^ VTRANSPORTATION OPERATION 022 I I 04/07/2CBarnes 04/08/2022 SOLERA 2842 NE SUNSET BLVD RENTON, WA 98056 ILLUMINATION PLAN L-06 42 144 O N O N IF M 1�4 H N Q J M M M O O O 00 MT LL a O N O T Q Q N LO O CM O O O O N Q J Cr7 Cr7 Cr7 O O O W LL .1 NW 1/4 OF THE NW 1/4 AND THE NE 1/4 OF THE NW 1/4 SECTION 9, TOWNSHIP 23 NORTH, RANGE 05 EAST, W.M. 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U E SUNSE BLVD its t. uW NW HPo ^ also III S 8 0 SITE LIGHTING LUMINAIRE SCHED fiE CALLOUT SYMBOL DESCRIPTION LAMP BALLAST MOUNTING MODEL INPUT VA VOLTS NOTE f C1 CITY PEDESTRIAN LIGHT (1) 38W LED 4000K ELECTRONIC CEILING CYCLONE CY11T4x-VS3AR-3-34W-4K 38 120V 1P 2W FOR REFERENCE - SEE TRANSPORTATION • ILLUMINATION PLAN C2 /Y ROADWAY LIGHTING (1) 112W LED 4000K ELECTRONIC CEILING CYCLONE CY55PiB-FGC-3-10OW-4K 112 120V 1P 2W FOR REFERENCE - SEE ROADWAY ILLUMINATION bV PLAN P1 POLE MOUNTED PARKING LOT LIGHT (1) 130W LED 4000K ELECTRONIC 15' STEEL POLE CREE OSQ-A-NM-4ME-K-UL-BZ-4000K W/OSQ B-AA AND 130 120V 1P 2W PARKING LOT W/ 15' 4" ROUND STEEL POLE 0-0 PS5S25S-1BZ P2 Cl BUILDING MOUNTED AREA LIGHT CONFIGURED ELECTRONIC WALL NM-4ME-K-UL-BZ-4000K W/OSQ B-AA AND 130 120V 1P 2W WALL MOUNTED ® 15' FROM MDA PCREE SSS25SQ1BZ P3 WALL PACK (1) 18W LED 4000K ELECTRONIC WALL UTHONIA WDGE2-P3-40K-80CRI-VF-MVLOT-SRM 18 120V 1P 2W WALL MOUNT AT 7'-8" 1 CL CONSTRUCTION PERMIT 03/12/21 ZLN WO 2 CIVIL CONSTRUCTION PERMIT RESUBM17AL 08/31/21 arE MAS NOTED 09Im 3w3j1ee1 angles I DATUM IF W Man RICH NO. REVISION BY DATE APPR AFFIRIMEM 9C°` "COPo" L` OCITY OF RENTON Planning/Building/Public Works Dept. PEDESTRIAN -ORIENTED OPEN SPACE TO BE ILLUMINATED TO 4 FC AVERAGE PER RMC 4-3-100.4.2.13III R-4178144 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING MSiDDO 04/07/2022 SOLERA 3/11/22 2842 NE SUNSET BLVD ° RENTON, WA 98056 „a EA1.01 O N O O O N l LO O co O (D O O Q J O') M LY7 O O O 00 e1 an vwlma x an .w.wllurs, axlm raty004101 ale nwlosiaas (arc sank as»A11c to-lo-mn n:a