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HomeMy WebLinkAboutzR-4334setm co N O O O LO N A, C'7 O O O N a N co O O O O N rr 'e1 o, 3 (n w F- U Z I U I 0 0 U o� Q> O 0 Q U I c O d C O C O N N co O O cN N O N O O O O N N O O F- a 00 LO Ln N O CV 75 o, 3 w H- 01 z 0 0 U Q> 0 0 0 Q U o .o 0 N N 0 CD cN N 0 N O 0 0 0 N F- 00 Ln I LO N CD Lc 75 Q Z J Li 't EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: co (STD PLAN 268.00) 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING � THE APPLICANT'S CONTRACTOR. OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. W 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS 19. AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND ORDER TO FULFILL PROJECT ESC REQUIREMENTS. PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216.30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. CITY OF RENTON WASTEWATER UTILITY STANDARD NOTES (STD PLAN 413) 1. ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS& SPEC IFICATIONS.A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2. DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988. HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/ 1991 UNLESS OTHERWISE APPROVED BY THE CITY. BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS. 3. A PRE- CONSTRUCTION CONFERENCE AND A 24- HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4. THE HOURS OF WORK IN THE STREET RIGHT- OF- WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT- OF -WAY. 5. CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD 6 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. eo • Call 811 a two business days before you dig N0. REVISION BY I DATE ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19.122. A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES. 7. BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12- INCHES, MAXIMUM DEPTH 18- INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL(9- 03. 19). 8. SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE( PVC) RUBBER- GASKETED ASTM D 3034, SDR 35, C900/ C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY. 9. SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE(WALL, BUILDING FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY. IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE(WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412. 10. OPEN- CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE(WSDOT SPECIFICATION 9-03.9( 3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 11. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS& SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. 12. ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON- SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL. 13. THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. SURVEYED: DESIGNED: DRAWN: CHECKED: AP P R I APPROVED SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF '� RENTON Planning/Building/Public Works Dept. R-433402 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/13/2025 RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT NOTES 7/16/2025 PAGE DRAWING NO: C1 .00 SHEET: OF: 61 co N O LO N A u C'7 O O 4 N a J N co O O O O I Iq N Ir 'o1 3 co w 0 z 0 0 U Fn 0 0 0 Q U 0 0 N N CD CD CN N 0 N 0 0 0 0 N co Ln I L0 N Lti 75 Q z J Li 't CITY OF RENTON SURFACE WATER STANDARD NOTES: Co (STD PLAN 267.00 AND 267.10) (D 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. W ~ 2. THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3. ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM), RENTON MUNICIPAL CODE (RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION (APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4. APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION (E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5. A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6. THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT'S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7. VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 (WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8. ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9. OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10. ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11. ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12. ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 220.20. 13. STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14. ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204.20, 204. 30, 204. 40, AND 204. 50. STRUCTURES SHALL HAVE. • RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. • ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE. • ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF - WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 15. BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16. LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17. ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18. ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: • 4 - 8 INCH ROCK / 40 - 70% PASSING; • 2 - 4 INCH ROCK / 30 - 40% PASSING; AND • LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19. FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS. 20. THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED " STORM" OR " DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227.00. 21. ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22. ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266.00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/ OR PAVEMENT. 23. ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24. FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00. 25. ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26. ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT- OF- WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27. PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA (APA) SHALL COMPLY WITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS (RMC 4-3-050). 28. PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS. 29. CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30. MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. • Call 811 • a two business days before you dig N0. REVISION 31. CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS (E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. CITY OF RENTON CCTV INSPECTION STANDARD NOTES: 1. ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) SANITARY SEWER AND STORM DRAIN MAIN LINES SHALL BE INSPECTED BY MEANS OF REMOTE CCTV. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY OF RENTON INSPECTOR ASSIGNED TO THE PROJECT PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS, AND/ OR PAVEMENT. 2. THE CONTRACTOR SHALL PERFORM ALL CCTV INSPECTIONS IN ACCORDANCE WITH THE NATIONAL ASSOCIATION OF SEWER SERVICE COMPANIES (NASSCO) PIPELINE ASSESSMENT CERTIFICATION PROGRAM (PACP). 3. ALL CCTV OPERATORS SHALL HAVE CURRENT NASSCO PACP CERTIFICATION. 4. CCTV INSPECTIONS SHALL BE RECORDED IN A GRANITENET COMPATIBLE FORMAT DATABASE USING THE LATEST SOFTWARE VERSION AND SUBMITTED WITH ELECTRONIC LINKS BETWEEN THE DATA AND THE VIDEO ON AN EXTERNAL HDD, DVD, OR FLASH DRIVE. 5. ALL CCTV INSPECTION REPORTS SHALL BE WITHIN +/- TWO (2) FEET OF THE MEASURED LINEAR FOOTAGE BETWEEN MANHOLES ALONG THE EXISTING PIPELINE CENTERLINE FROM THE START OF PIPE TO END OF PIPE. 6. ALL OWNER AND PACP REQUIRED HEADER INFORMATION MUST BE FULLY AND ACCURATELY ENTERED ON ALL CCTV REPORTS. WORK NOT FOLLOWING THESE SPECIFICATIONS WILL BE REJECTED AND THE CONTRACTOR SHALL BE REQUIRED TO RE- CCTV THE WORK. 7. THE DOCUMENTATION OF THE WORK SHALL CONSIST OF PACP CCTV REPORTS, PACP DATABASE, LOGS, ELECTRONIC REPORTS, ETC. NOTING IMPORTANT FEATURES ENCOUNTERED DURING THE INSPECTION. THE SPEED OF TRAVEL SHALL BE SLOW ENOUGH TO INSPECT EACH PIPE JOINT, TEE CONNECTION, STRUCTURAL DETERIORATION, INFILTRATION AND INFLOW SOURCES, AND DEPOSITS, BUT SHOULD NOT, AT ANY TIME, BE FASTER THAN 30 FEET PER MINUTE, EXCEPT AS NOTED OTHERWISE IN THIS DOCUMENT. 8. THE CAMERA MUST BE CENTERED IN THE PIPE TO PROVIDE ACCURATE DISTANCE MEASUREMENTS TO PROVIDE LOCATIONS OF FEATURES IN THE SEWER AND THESE FOOTAGE MEASUREMENTS SHALL BE DISPLAYED AND DOCUMENTED ON THE VIDEO. ALL PACP OBSERVATIONS SHALL BE IDENTIFIED BY AUDIO AND ON A PACP LOG. ALL VIDEO MUST BE CONTINUOUSLY METERED FROM MANHOLE TO MANHOLE. ALL VIDEO RECORDING SHALL BE CONTINUOUS FROM STRUCTURE TO STRUCTURE WITH NO " PAUSING" OF THE VIDEO RECORDING DURING EACH PIPELINE INSPECTION. THE PIPE SHALL BE CLEANED PRIOR TO THE CCTV INSPECTION TO ENSURE ALL DEFECTS, FEATURE, AND OBSERVATIONS ARE SEEN AND LOGGED. 9. JUST PRIOR TO BEGINNING THE CCTV INSPECTION, WHILE THE CCTV CAMERA IS IN PLACE AND RECORDING, WATER ( CONTAINING DYE) SHALL BE INTRODUCED INTO THE UPSTREAM MANHOLE OF EACH PIPE SEGMENT UNTIL IT IS OBSERVED AND RECORDED FLOWING PAST THE CAMERA' S FIELD OF VISION IN ITS ENTIRETY. 10. THE CCTV CAMERA SHALL HAVE A WATER- LEVEL MEASURING DEVICE ( BALL, CYLINDER, ETC.) ATTACHED THAT HAS 1/4" MARKINGS TO SHOW THE DEPTH OF WATER IN THE PIPE DURING THE CCTV INSPECTION. 11. ALL MANHOLES SHALL BE CHANNELED AND COATED PRIOR TO CCTV INSPECTION. 12. PER CITY OF RENTON SPECIFICATION 7-08. 3(2)B, SEWER AND STORM DRAIN PIPELINE SHALL HAVE NO MORE THAN 1/2" OF PONDING TO BE CONSIDERED ACCEPTABLE. SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF RENTON Planning/Building/Public Works Dept. 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IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY R-433405 IN COMPLIANCE WITH CITY OF RENTON STANDARDS IL Fmsippo VELOPMENT ENGINEERING 08/13/2025 wi RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT DEMO AND TESC PLAN 7/16/2025 FIELDBOOK: PAGE: DRAWING NO: C2.00 SHEET: OF: 61 co O 10 N A u O O I N a roll DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 co co I () W I- 3 W 0 U (n I O W 0 I 0 Lq N U CL Q) a 0 Q U I / 0 0 0 N (V O O N 0 N O O O 0 N SEDIMEN DRAINAGE GRATE (RECTANGULAR GRATE SHOWN) Ali BELOW INLET GRATE DEVICE ;S TE DEVICE RETRIEVAL SYSTEM (TYP.) OVERFLOW BYPASS (TYP.) ISOMETRIC VIEW NOTES: 1. PROTECTION SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE CATCH BASIN WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. 2. INLET PROTECTION SHALL BE USED TO PROTECT THE DRAINAGE SYSTEM. 3. THE CONTRIBUTING DRAINAGE AREA MUST NOT BE LARGER THAN ONE ACRE. 4. SIZE THE BELOW INLET GRATE DEVICE (BIGD) FOR THE STORMWATER STRUCTURE IT WILL SERVICE. 5. THE BIGD SHALL HAVE A BUILT-IN HIGH -FLOW RELIEF SYSTEM (OVERFLOW BYPASS). 6. THE RETRIEVAL SYSTEM MUST ALLOW REMOVAL OF THE BIGD WITHOUT SPILLING THE COLLECTED MATERIAL. 7. PERFORM MAINTENANCE IN ACCORDANCE WITH STANDARD SPECIFICATION 8-01.3(15). 8. ANY SEDIMENT IN THE CATCH BASIN INSERT SHALL BE REMOVED WHEN THE SEDIMENT HAS FILLED ONE-THIRD OF THE AVAILABLE STORAGE. THE FILTER MEDIA FOR THE INSERT SHALL BE CLEANED OR REPLACED AT LEAST MONTHLY. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 216.30 } PUBLIC WORKS APPR ED: DEPARTMENT CATCH BASIN INSERT GAZ 9/28/2018 Public Works Administrator DATE CATCH BASIN INSERT 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NTS :45 AP • Call 811 a two business days before you dig N0. SEDIMENT, ORGANIC MATTER, AND NATIVE SEEDS ARE CAPTURED BEHIND THE ROLLS STRAW ROLLS MUST BE PLACED ALONG SLOPE CONTOURS 1ACENT ROLLS SHALL HTLY ABUT WOODEN STAKE 0" DIA. 1. CONDITIONS OF USE 1.1. INSTALL ON DISTURBED AREAS THAT REQUIRE IMMEDIATE EROSION PROTECTION. 1.2. USE ON SLOPES REQUIRING STABILIZATION UNTIL PERMANENT VEGETATION CAN BE ESTABLISHED. 1.3. CAN BE USED ALONG THE PERIMETER OF A PROJECT, AS A CHECK DAM IN UNLINED DITCHES AND AROUND TEMPORARY STOCKPILES. 1.4. WATTLES CAN BE STAKED TO THE GROUND USING WILLOW CUTTINGS FOR ADDED REVEGETATION. 1.5. BILLING CAN OCCUR BENEATH AND BETWEEN WATTLES IF NOT PROPERLY ENTRENCHED, ALLOWING WATER TO PASS BELOW AND BETWEEN WATTLES. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. IT IS CRITICAL THAT WATTLES ARE INSTALLED PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOUR. 2.2. NARROW TRENCHES SHOULD BE DUG ACROSS THE SLOPE, ON CONTOUR, TO A DEPTH OF 3 TO 5 INCHES ON CLAY SOILS AND SOILS WITH GRADUAL SLOPES. ON LOOSE SOILS, STEEP SLOPES, AND DURING HIGH RAINFALL EVENTS, THE TRENCHES SHOULD BE DUG TO A DEPTH OF 5 TO 7 INCHES, OR 1/2 TO 2/3 OF THE THICKNESS OF THE WATTLE. 2.3. START CONSTRUCTION OF TRENCHES AND INSTALLING WATTLES FROM THE BASE OF THE SLOPE AND WORK UPHILL. EXCAVATED MATERIAL SHOULD BE SPREAD EVENLY ALONG THE UPHILL SLOPE AND COMPACTED USING HAND TAMPING OR OTHER METHOD. CONSTRUCT TRENCHES AT CONTOUR INTERVALS OF 3 TO 30 FEET APART DEPENDING ON THE STEEPNESS OF THE SLOPE, SOIL TYPE, AND RAINFALL. THE STEEPER THE SLOPE THE CLOSER TOGETHER THE TRENCHES SHOULD BE CONSTRUCTED. VERTICAL DISTANCE BETWEEN WATTLES IS NOT TO EXCEED 10 FEET. 2.4. INSTALL THE WATTLES SNUGLY INTO THE TRENCHES AND ABUT TIGHTLY END TO END. DO NOT OVERLAP THE ENDS. 2.5. INSTALL STAKES AT EACH END OF THE WATTLE, AND AT 4 FOOT CENTERS ALONG THE ENTIRE LENGTH OF THE WATTLE. 2.6. IF REQUIRED, INSTALL PILOT HOLES FOR THE STAKES USING A STRAIGHT BAR TO DRIVE HOLES THROUGH THE WATTLE AND INTO THE SOIL. 2.7. AT A MINIMUM, WOODEN STAKES SHOULD BE APPROXIMATELY 3/4 X 3/4 X 24 INCHES. WILLOW CUTTINGS OR 3/8-INCH REBAR CAN ALSO BE USED FOR STAKES. 2.8. STAKES SHOULD BE DRIVEN THROUGH THE MIDDLE OF THE WATTLE, LEAVING 2 TO 3 INCHES OF THE STAKE PROTRUDING ABOVE THE WATTLE. 3. MAINTENANCE STANDARDS 3.1. INSPECT WATTLES PRIOR TO FORECASTED RAIN, DAILY DURING EXTENDED RAIN EVENTS, AFTER RAIN EVENTS, WEEKLY DURING THE WET SEASON, AND AT TWO WEEK INTERVALS AT ALL OTHER TIMES OF THE YEAR. 3.2. REPAIR OR REPLACE SPLIT, TORN, RAVELING, OR SLUMPING WATTLES 3.3. REMOVE SEDIMENT ACCUMULATIONS WHEN EXCEEDING 1/2 THE HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) Aolftk STD. PLAN - 213.40 • PUBLIC WORKS APPR ED: DEPARTMENT STRAW WATTLES GAZ 9/28/2018 ( l] Public Works Administrator DATE REVISION STRAW WATTLE NTS T1AnnTrn NI/ITCC• :45 AN INSTALL DRIVEI IF THERE IS A R DITCH PRESEN' ROAD STANDAF CONSTRUCTION ENTRANCE NOTES: DRIVEWAYS SHALL BE PAVED TO THE EDGE OF THE RIGHT-OF-WAY PRIOR TO INSTALLATION OF THE CONSTRUCTION ENTRANCE TO AVOID DAMAGING OF THE ROADWAY. IT IS RECOMMENDED THAT THE ENTRANCE BE CROWNED SO THAT RUNOFF DRAINS OFF THE PAD 15' MIN. tOVIDE FULL WIDTH OF GRESS/EGRESS AREA NOTES: 1. CONDITION OF USE 1.1. CONSTRUCTION ENTRANCE SHALL BE STABILIZED WHEREVER TRAFFIC WILL BE LEAVING A CONSTRUCTION SITE AND TRAVELING ON PAVED ROADS OR OTHER PAVED AREAS WITHIN 1,000 FEET OF THE SITE. 1.2. FOR RESIDENTIAL CONSTRUCTION PROVIDE STABILIZED CONSTRUCTION ENTRANCES FOR EACH RESIDENCE IN ADDITION TO THE MAIN SUBDIVISION ENTRANCE. STABILIZED SURFACES SHALL BE OF SUFFICIENT LENGTH/WIDTH TO PROVIDE VEHICLE ACCESS/PARKING, BASED ON LOT SIZEICONFIGURATION. 2. DESIGN AND INSTALLATION SPECIFICATIONS 2.1. A SEPARATION GEOTEXTILE SHALL BE PLACED UNDER THE SPALLS TO PREVENT FINE SEDIMENT FROM PUMPING UP INTO THE ROCK PAD. THE GEOTEXTILE SHALL MEET THE FOLLOWING STANDARDS: GRAB TENSILE STRENGTH (ASTM D4632) 200 LBS. MIN. GRAB TENSILE ELONGATION (ASTM D4632) 30% MAX. (WOVEN) CBR PUNCTURE STRENGTH (ASTM D6241) 495 LBS. MIN. ADS (ASTM D4751) 20-45 (U.S. STANDARD SIEVE SIZE) 2.2. DO NOT USE CRUSHED CONCRETE, CEMENT, OR CALCIUM CHLORIDE FOR CONSTRUCTION ENTRANCE STABILIZATION BECAUSE THESE PRODUCTS RAISE pH LEVELS IN STORMWATER AND CONCRETE DISCHARGE TO SURFACE WATERS OF THE STATE IS PROHIBITED. 2.3. HOG FUEL (WOOD BASED MULCH) MAY BE SUBSTITUTED FOR OR COMBINED WITH QUARRY SPALLS IN AREAS THAT WILL NOT BE USED FOR PERMANENT ROADS HOG FUEL IS NOT RECOMMENDED FOR ENTRANCE STABILIZATION IN URBAN AREAS. THE INSPECTOR MAY AT ANY TIME REQUIRE THE USE OF QUARRY SPALLS IF THE HOG FUEL IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT OR IF THE HOG FUEL IS BEING CARRIED ONTO PAVEMENT. 2.4. FENCING SHALL BE INSTALLED AS NECESSARY TO RESTRICT TRAFFIC TO THE CONSTRUCTION ENTRANCE. 2.5. WHENEVER POSSIBLE, THE ENTRANCE SHALL BE CONSTRUCTED ON A FIRM, COMPACTED SUBGRADE. THIS CAN SUBSTANTIALLY INCREASE THE EFFECTIVENESS OF THE PAD AND REDUCE THE NEED FOR MAINTENANCE. 3. MAINTENANCE STANDARDS 3.1. QUARRY SPALLS SHALL BE ADDED IF THE PAD IS NO LONGER IN ACCORDANCE WITH THE SPECIFICATIONS. 3.2. IF THE ENTRANCE IS NOT PREVENTING SEDIMENT FROM BEING TRACKED ONTO PAVEMENT, THEN ALTERNATIVE MEASURES TO KEEP THE STREETS FREE OF SEDIMENT SHALL BE USED. THIS MAY INCLUDE STREET SWEEPING, AN INCREASE IN THE DIMENSIONS OF THE ENTRANCE, OR THE INSTALLATION OF A WHEEL WASH. IF WASHING IS USED, IT SHALL BE DONE ON AN AREA COVERED WITH CRUSHED ROCK, AND WASH WATER SHALL DRAIN TO A SEDIMENT TRAP OR POND. 3.3. ANY SEDIMENT THAT IS TRACKED ONTO PAVEMENT SHALL BE REMOVED IMMEDIATELY BY SWEEPING. THE SEDIMENT COLLECTED BY SWEEPING SHALL BE REMOVED OR STABILIZED ON SITE. THE PAVEMENT SHALL NOT BE CLEANED BY WASHING DOWN THE STREET, EXCEPT WHEN SWEEPING IS INEFFECTIVE AND THERE IS A THREAT TO PUBLIC SAFETY. IF IT IS NECESSARY TO WASH THE STREETS, A SMALL SUMP MUST BE CONSTRUCTED. THE SEDIMENT WOULD THEN BE WASHED INTO THE SUMP WHERE IT CAN BE CONTROLLED AND DISCHARGED APPROPRIATELY. WASH WATER MUST BE PUMPED BACK ONTO THE SITE AND CANNOT DISCHARGE TO SYSTEMS TRIBUTARY TO SURFACE WATERS. 3.4. ANY QUARRY SPALLS THAT ARE LOOSENED FROM THE PAD AND END UP ON THE ROADWAY SHALL BE REMOVED IMMEDIATELY. 3.5. IF VEHICLES ARE ENTERING OR EXITING THE SITES AT POINTS OTHER THAN THE CONSTRUCTION ENTRANCE(S), FENCING SHALL BE INSTALLED TO CONTROL TRAFFIC. UNLESS OTHERWISE NOTED, DRAWING IS NOT TO SCALE (NTS) STD. PLAN - 215.10 • PUBLIC WORKS APPROVED: DEPARTMENT STABILIZED CONSTRUCTION ENTRANCE GAZ 9/28/2018 Public Works Administrator DATE CONSTRUCTION ENTRANCE 1. CHAINLINK FABRIC TO BE MIN 11 GAUGE, GALVANIZED. NO RUSTED OR EXCESSIVELY MALFORMED FABRIC. 2. FENCE BASES SHALL BE OF SUFFICIENT WEIGHT AND/OR SPREAD TO ADEQUATELY SUPPORT EACH PANEL. 3. PANEL -TO -PANEL CONNECTIONS SHALL BE MADE AT A MIN TWO LOCATIONS PER CONNECTION UNLESS OTHERWISE APPROVED. 4. INSTALL 11'-8" X 5-6" MESH CONSTRUCTION SCRIM PER FENCE PANEL AND/OR CONSTRUCTION WARNING SIGN 50' OC BASED ON CONSTRUCTION GRAPHIC PLAN. TEMPORARY CONSTRUCTION CHAINLINK FENCE DETAIL NTS SURVEYED: DESIGNED: DRAWN: CHECKED: BY I DATE I APPR I APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M CITY OF RENTON • Planning/Building/Public Works Dept. NTS :45 AP R-433406 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/13/2025 RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT DEMO AND TESC DETAILS 7/16/2025 PAGE DRAWING NO: C2.50 SHEET: OF: 61 co N 0 0 C) ' u J N LniWI m 0 C) 0 N a J NM W C) 0 C) C) N Ir It CY) Co 0 I LLI 3 w Y Q U i 0 0 �i U 0 0 0 Q U 0 .o 0 N N CD O CN N 0 N O O O O r� N rn N L0 N O Lti 75 Q Z J Li I II II FF=36.51 xIN =36.55 � o I PROT CT EXIST:R INLi SIGNAGE, IUN ES, N RWI$E NOTED ON 2.0 U� I LLJ j GF Q IN ° coy Do 0 ❑coL coL❑ 0 ❑ CUL COL❑ �❑ - °ol O - �- -O _P T� Co- --- COL JP DOST.ONLYFT RELOCATE/ EXIST EVENT I CENTER SIGN, REUSE EXIST EXIST RENTON - POLE TRANSIT CENTER RELOCATE EXIST EVENT CENTER/PARKING SIGN, INSTALL NEW POLE. sD QEi nr° EXIST 2 HR ENTER -�- PARKING SIGN TO EXIST I LIGHT 1 71 PCAB� TEMPORARY ENCLOSURE, REFER TO ARCH PLAN EXIST TRANSIT CENTER ADA PARKING STALL, APPROXIMATE LOCATION. r PROTECT EXIST ADA STALL, - - - - ANCZSTRIPING . . X ❑O ❑ ❑ ❑ ❑ C El � OL Li - If COL COL COL (T ) C P L U ❑ ❑ ❑ ❑ ❑ ❑ COL 0 % COL COL EVENT. RKG COL CO OL --- ----- - _- - -_ r - - on MIN KG - F Q 1 oGP tH.O'�Y UP 1 REMOV�B E BOL�LA D, 0 P r ^ T.V H.0 LY C7 GP 1 o REFER TO LS PLAN EXIST 1" LS IRRIGATION 0 w IW GP 1 1 Ss J _ -0- _ _ __ I___E1 WATER METER, PER COR 1 'VEHICLE INGRESS AND 1 � coL�GP EXIST 1.5" LS DOMESTIC I SS 0 1 �w �EGRES rT� j 10 0��� � � 11 00 WATER METER, PER COR I YP _ _ RESTRIPE EXIST _ _ 11 UNMARKED I _ ■ _h PARKINNG STALLS. o1 LOADING ZONE lU EXIST SIDE SEWER, 1 - I• •�'�• • •• • • • • • GP ' 1P pro oGP c REFER TO ADD ALT #2 ' oCP oGr L, .77 L J II �I EXIST 4" FIRE """"' " h F 3 � L . SS LINE 10 EXIST BUILDING, TYP SPRINKLER SUPPLY-L.-C3 20 LINE, PER COR SSMI RIM 35.59 IE 31.7 E,N U "PLASTIC" COL EXIST MH RIM 35.59 6" IE 31.7�E,N @ CL I E IST S CO AND EFE; T ADP AL #2 rPEIT 00 i r l J I S REFER TO SHEET C3.01 FOR CONTINUATION RENTON MARKET ADDITIVE ALTERNATE #2: SIDE SEWER REPLACEMENT EXISTING SS CO ELEVATION TO BE FIELD VERIFIED. A CCTV INSPECTION OF THE EXISTING SIDE SEWER IS REQUIRED TO SURVEY CONDITION OF PIPE. A CIPP LINER MAY BE REQUIRED DEPENDING ON THE CONDITION OF THE PIPE. IF EXISTING SS CO IS AT AN ELEVATION THAT PROVIDES POSITIVE DRAINAGE OUT OF THE SITE (EXISTING SS PIPE MUST BE AT MIN 2.0% OR APPROVED BY THE CITY) AND ALLOWS FOR THE ONSITE GREASE INTERCEPTOR PIPING TO BE INSTALLED AT A 1.0% MINIMUM SLOPE, AND EXISTING PIPE IS IN SUFFICIENT CONDITION THEN EXISTING SS MAY BE USED. IF SIDE SEWER REPLACEMENT IS REQUIRED, NEW PIPE, CLEANOUT, AND PAVEMENT RESTORATION (INCLUDING FULL CONCRETE PANEL REPLACEMENT), SHALL BE PER COR STANDARDS. lrpif 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com • Call 811 • a two business days before you dig N0. REMOVABLE BOLLARD - MOUNTING BASE PLATE, REFER TO LS PLAN 1 SIDE SEWER ° ENLARGEMENT �.12 REVISION a I � I �I WORK LIMITS, T P 1 I �1 mmmop RI T-OF- Y INE z TYP 22.6'. REFER TO SHEET C3.02 FOR CONTINUATION SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE APPR APPROVED: 55.0' SCALE: DRIVEWAY ENLARGEMENT 1 C3.11 SERVICE VEHICLE EGRESS, RIGHT TURN ONLY W a III..- 12+E 7.13 LU W ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NOTES: 1. REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES. 2. CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY DOWNSTREAM INVERTS FOR ALL EXISTING SS AND SD PIPES, AREA DRAINS AND CATCH BASINS WITH PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE FOR ALL UPSTREAM PIPES. PIPES SHALL BE VERIFIED WITH DYE TEST, CCTV, OR OTHER METHOD COORDINATED AND APPROVED BY CITY OF RENTON. COORDINATE TESTING WITH CITY. 3. PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO SUPPORT THE PROJECT. 4. PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN WITHIN AND ADJACENT TO LIMIT OF WORK. 5. ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING DISTURBED. 6. FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS. 7. PEDESTRIAN CONCRETE, MINIMUM SECTION: 4" CONCRETE 6" CSBC REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 8. THE RENTON MARKET AND PIAllA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). 8.1. FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS 100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED. 8.2. WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE (PGIS), AND LESS THAN % ACRES OF POLLUTANT GENERATION PERVIOUS SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. 8.3. ON -SITE BMPS. THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, THEREFORE ON -SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 8.4. THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND DISCHARGE TO THE CITY MAIN. 9. GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL. 10. ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL. 11. STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. 12. STORM DRAINAGE PIPE MATERIAL SHALL BE PER RSWDM TABLE 4.2.1.A2, UNLESS OTHERWISE NOTED. 13. ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD SPECIFICATIONS. N 0 10, 20' 40' 1 inch = 20 feet CITY OF RENTON Planning/Building/Public Works Dept. R-433407 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/13/2025 mom WATER UTILITY ABDOUL GAFOUR 08/13/2025 DATE: RENTON MARKET & PIAZZA 7/16/2025 CIVIL CONSTRUCTION PERMIT FIE`D6°DK: PAGE: DRAWING NO: CIVIL IMPROVEMENT PLAN C3.00 SHEET: OF: 61 C'7 co N O O O N u co O CD I N oC '�1 co co 0 w I- E Q 0 N I Ln N CD Lc 75 Q Ld J Li �W _ I I K 1 1 1 W U U �T \ P 12' SPU RIGHT -OF WAY O GP 6W TER MAI \ S� ■ I P j ■ p Z PROP LIAINDS( REFER TO LS 0 0 U o D _j i CONTRACT RSHALL ORDINATE A TH SPU PI I CONST UST ONA NG THINTHE CON CIO C CP CD I III PER C MA CH EXIST GRADES, III TYP VEHICU AR PAVING, 0 RETE PANEL P ACEM N , TYP. \ \ RTO NOTE6. CD 1�1 0 ■ CURS STD LAN 1 DCB 100 7. ............ .............. v, THIS METER BOX IS EM • ■ -A ----- ■ MAT G RA P P EXISTING 1-INCH IRRIGATION METER PER CITY RECORDS I c� W W 2 lrpif 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com REFER TO SHEET C3.00 FOR CONTINUATION I...... - ■ 1k■ T 1l10*,■* ■Imi ■ ■ M ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ IE 34.4 SE, 8 IRO OL!.............. ...................... P E TRYI_ 3 FETAL ■H AINI D R n CONCRETDE PAVING, ESTRIAN - S LCi�10 ENT - -16 - - - REFER TO NOTE 7, TYP T - � S a fRI�l S S RECiR�) a C3.13 PARK GRADING ° ° ° �LARGEMEN-TIWEST� P P s ° ■ ° ° _ V / \ Q CO ECT WATER, D SS - a ° ■ ''5F_�IC ONSITE PROP LIGHT POL , EFER INFRASTRt4C URE, MATCH ° 2 SCO v TO LS AND ELE PAN, TYP • d ° d V - ° A. • .A - d P. :d A, d a •p °' °° ° °°. :1°. A °• A °.d . A d ° d -e- d' - - b ° •° ° �d, •e •. A .e. d .. .° . (n d ° .0 °• ° A.. •A. 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CLEAN OUT (C ) 3 4" IE 35.2 OUT, NLr C3.51 • Call 811 a two business days before you dig N0. REVISION LIMITS OF WORK, TYP 21+00 S 3RD ST I - - SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE APPR APPROVED: SCALE: NOTES: 1. REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES. 2. CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY DOWNSTREAM INVERTS FOR ALL EXISTING SS AND SD PIPES, AREA DRAINS AND CATCH BASINS WITH PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE FOR ALL UPSTREAM PIPES. PIPES SHALL BE VERIFIED WITH DYE TEST, CCTV, OR OTHER METHOD COORDINATED AND APPROVED BY CITY OF RENTON. COORDINATE TESTING WITH CITY. 3. PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO SUPPORT THE PROJECT. 4. PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN WITHIN AND ADJACENT TO LIMIT OF WORK. 5. ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING DISTURBED. 6. FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS. 7. PEDESTRIAN CONCRETE, MINIMUM SECTION: 4" CONCRETE 6" CSBC REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 8. THE RENTON MARKET AND PIAllA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). 8.1. FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS 100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED. 8.2. WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE (PGIS), AND LESS THAN % ACRES OF POLLUTANT GENERATION PERVIOUS SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. 8.3. ON -SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, THEREFORE ON -SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 8.4. THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND DISCHARGE TO THE CITY MAIN. 9. GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL. 10. ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL. 11. STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. 12. STORM DRAINAGE PIPE MATERIAL SHALL BE PER RSWDM TABLE 4.2.1.A2, UNLESS OTHERWISE NOTED. 13. ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD SPECIFICATIONS. W W N 0 5' 10, 20' 1 inch =10 feet ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM CITY OF V'RI RENTON Ntbw Planning/Building/Public Works Dept. R-433408 IN COMPLIANCE WITH CITY OF RENTON STANDARDS i DEVELOPMENT ENGINEERING msippo 08/13/2025 WATER UTILITY ABDOUL GAFOUR 08/13/2025 DATE: RENTON MARKET & PIAZZA 7/16/2025 CIVIL CONSTRUCTION PERMIT FIELDBOOK: PAGE: DRAWING NO: CIVIL IMPROVEMENT PLAN C3.01 SHEET:8 OF: 61 C'7 co O LO N A u O O N a J 100 C:) (] N Ir 'o1 Co co O 0 w I- E Q 0 Ln N Ln N CD Lc 75 Ld z 1. � H ■ z ■ O O LL. ++ o + ■ M U + + F_ + L w + +, w c= + + O + +� + w + � + LU W 1-8 N 1 + ,..." + +■ 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com I ­__ / I - I REFER TO SHEET C3.00 FOR CONTINUATION 'I J 1\ /1 L I /\ I Ial 1 11 1 1 II \ 111 1 1 • Call 811 • a two business days before you dig N0. FEATURE, 1 D AS � LANE FER TO LS P REVISION SD CR 77R45 Kiwi '�/.Ijz I 34.8 E, ' �' \U 7 Kiwi \�n' IE 13.2 STCR TIC SURVEYED: DESIGNED: DRAWN: CHECKED: BY I DATE I APPR I APPROVED: NOTES: 1. REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. CY) REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES. Co N 2. CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING O SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY O O DOWNSTREAM INVERTS FOR ALL EXISTING SS AND SD PIPES, AREA DRAINS AND CATCH BASINS WITH Ln PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE U FOR ALL UPSTREAM PIPES. PIPES SHALL BE VERIFIED WITH DYE TEST, CCTV, OR OTHER METHOD COORDINATED AND APPROVED BY CITY OF RENTON. COORDINATE TESTING WITH CITY. 3. PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO SUPPORT THE PROJECT. 4. PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN WITHIN AND ADJACENT TO LIMIT OF WORK. 5. ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING DISTURBED. 6. FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY O OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH C) O EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD O DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS. N a 7. PEDESTRIAN CONCRETE, MINIMUM SECTION: 4" CONCRETE J 6" CSBC REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 8. THE RENTON MARKET AND PIAllA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). 8.1. FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS 100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED. N 00 8.2. WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED C) IMPERVIOUS SURFACE (PGIS), AND LESS THAN % ACRES OF POLLUTANT GENERATION PERVIOUS O SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. O 1 8.3. ON -SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, "t THEREFORE ON -SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S CV WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 8.4. THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND DISCHARGE TO THE CITY MAIN. 9. GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL. 10. ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL. 11. STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. 12. STORM DRAINAGE PIPE MATERIAL SHALL BE PER RSWDM TABLE 4.2.1.A2, UNLESS OTHERWISE NOTED. 13. ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD SPECIFICATIONS. R-433409 IN COMPLIANCE WITH CITY OF RENTON STANDARDS AO! N DEVELOPMENT ENGINEERING Ar% IL msippo 08/13/2025 0 5' 10, 20' 1inch=10feet WATER UTILITY �W1,61 ABDOUL GAFOUR 08/13/2025 % SCALE: [JAIL: HORZON AL N D 119E /199, AM& RENTON MARKET & PIAZZA 7/1 6/2025 CITY OF FlELDBOOK: R RENTON CIVIL CONSTRUCTION PERMIT PAGE: ONE INCH DATUM • DRAWING NO: AT FULLPlanning/Building/Public works Dept. IF NOT ONEEINCH CIVIL IMPROVEMENT PLAN C3.02 INC SCALE ACCORDINGLY rs 9 HEET:GF 61 co co 0 w I— Q Iv N ¢ I U I O �i U I c o, 0 U I c O CL C O C N N N CD O O CN N O� O N O O O O �r) N E Q 0 Ln N Ln N O Lc 75 Q z J Li FOOTINGt�` � ED F PR P �IGHTPOLEA; TYP REFER T Q L C AND STRUCT PLAN d. a 1 PCAB ° ' L`J' R -- � � 1 I �.: a P C AB B �D WORLD CUP LEGACY POP LIGHTING RO T N a. > SQUARE PROJECT (2)-1" PVC 01 I S (E31�' THEIRS) EFER TO ELEC PLAN Z RM CAG-25-044 I 1 Q 0 1 0 o P � BLDR I PROP LIGHTING POC 3 METAL HA 4'.0' COORDINATE WITH WORLD CUP IGHT POLE ,dC,TYP ° -- SQUARE PROJECT FOR ROUTING �-RfFER TO ELELANS . TO SERVICE CABINET (2)-3/4" PVC I CONDUITS REFER TO ELEC PLANS � - a .a SD SD P I - RIGHT-OF-WAY LINE, TYP 1 LIMITS OF WORK, TYP MATCH EXIST GRADES AT EXIST PAVEMENT AND RESTORE PAVEMENT TO NEAREST JOINT LINE, TYP W W W W S 3RD ST 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com • Call 811 • a two business days before you dig N0. REVISION 0 c`M CU H w w U) 0 w LL LLJ OC LLJ Z_ J F_ BY I DATE SURVEYED: DESIGNED: DRAWN: CHECKED: AP P R I APPROVED SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NOTES: 1. REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. REFER TO C3.00 FOR CIVIL IMPROVEMENT'S LEGEND AND NOTES. 2. CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. PRIOR TO CONSTRUCTION, FIELD VERIFY DOWNSTREAM INVERTS FOR ALL EXISTING SS AND SD PIPES, AREA DRAINS AND CATCH BASINS WITH PROPOSED UPSTREAM CONNECTIONS. CONFIRM EXISTING OUTLET INVERTS PROVIDE POSITIVE DRAINAGE FOR ALL UPSTREAM PIPES. PIPES SHALL BE VERIFIED WITH DYE TEST, CCTV, OR OTHER METHOD COORDINATED AND APPROVED BY CITY OF RENTON. COORDINATE TESTING WITH CITY. 3. PROJECT ASSUMES THAT ALL CITY EXISTING UTILITY INFRASTRUCTURE IS ADEQUATELY SIZED TO SUPPORT THE PROJECT. 4. PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN WITHIN AND ADJACENT TO LIMIT OF WORK. 5. ALL EXISTING PAVEMENT STRIPING DISTURBED DURING CONSTRUCTION SHALL BE REPLACED IN KIND. PRODUCTS SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. CONTRACTOR SHALL SUBMIT A PAVEMENT RESTORATION PLAN INCLUDING, CUTTING AND JOINTING, FOR ALL PAVEMENT BEING DISTURBED. 6. FULL DEPTH PAVEMENT REPLACEMENT, AND TRENCH RESTORATION AT UTILITY CUTS, SHALL BE PER CITY OF RENTON STD DETAILS. PAVEMENT SECTION SHALL BE PER CITY OF RENTON STD DETAILS, OR MATCH EXISTING WHICHEVER IS GREATER. MATCH EXISTING PAVEMENT MATERIAL PER ASSOCIATED STANDARD DETAILS. TRENCH AND BACKFILL SHALL BE PER CITY OF RENTON RENTON STD. PLAN 220.20. PEDESTRIAN CONCRETE PAVEMENT SHALL BE PER CITY OF RENTON STD. PLAN 102. VEHICULAR CONCRETE PAVING SHALL BE PER CITY OF RENTON RENTON STD. PLAN 110, 110.1 AND 111 AND PROJECT DETAILS. 7. PEDESTRIAN CONCRETE, MINIMUM SECTION: 4" CONCRETE 6" CSBC REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 8. THE RENTON MARKET AND PIAllA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). 8.1. FLOW CONTROL: THE PROJECT PROPOSES MORE THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE AND IS LOCATED IN THE PEAK FLOW RATE CONTROL STANDARD AREA. TARGET SURFACES DO NOT GENERATE MORE THAN A 0.15-CFS INCREASE IN THE EXISTING SITE CONDITIONS 100-YR PEAK FLOW, THEREFORE FLOW CONTROL IS NOT REQUIRED. 8.2. WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE (PGIS), AND LESS THAN % ACRES OF POLLUTANT GENERATION PERVIOUS SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. 8.3. ON -SITE BMPS: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, THEREFORE ON -SITE STORMWATER MANAGEMENT (OSM) IS REQUIRED. ALL AVAILABLE OSM BMP'S WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 8.4. THE PROJECT IS LOCATED IN AN AQUIFER PROTECTION AREA, THEREFORE STORMWATER MITIGATION FACILITIES SHALL NOT INFILTRATE AND SHALL BE COLLECTED VIA STORMWATER CONVEYANCE AND DISCHARGE TO THE CITY MAIN. 9. GREASE INTERCEPTOR SIZE AND VAULT PER MECHANICAL. 10. ELECTRICAL SERVICE FOR THE SITE IS PER ELECTRICAL. 11. STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT STANDARD SPECIFICATIONS, UNLESS OTHERWISE NOTED. 12. STORM DRAINAGE PIPE MATERIAL SHALL BE PER RSWDM TABLE 4.2.1.A2, UNLESS OTHERWISE NOTED. 13. ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO CITY OF RENTON AND MUTCD SPECIFICATIONS. 0 5' 10, 20' 1 inch =10 feet (% CITY OF RENTON vtog Planning/Building/Public Works Dept. R-4334010 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/13/2025 WATER UTILITY ABDOUL GAFOUR 08/13/2025 DATE: RENTON MARKET & PIAZZA 7/16/2025 CIVIL CONSTRUCTION PERMIT FIELDBOOK: PAGE: DRAWING NO: CIVIL IMPROVEMENT PLAN C3.03 SHEET: 0 OF: 61 C'7 co N O O O LO N A, u O O O N a J 00 O O N Ir co co 0 w 3 CD CD Z W I 0 Q CD I O 1-6 d a> 0 Q U I c .o r c 0 c N (V O O N m N O O O O N m IC J`t�`r .juv, IE 34A= SE, U 11 R U I N 99 8 RON AREA DRAIN WITH SOL10FL115 CONNECT TO EXIST 8" SD RIM: 37.6± 6" IE 34.68± IN (N) 611 IE 34.68± )(5) 8"�".35± IN (S) 1 35_ OUT,,S X) ADJUST EL REPLACE IND, TOTS S U A 9LF8 SD@0.4%± Z ° 2LF8"SD @0.5%MIN 3� tiQj w w INLINE CATC"ASIN. — _ ONNECT TO EXIST, SD EFER TO NOTE 3 RIM 37.4± R" IF nl IT 35 13 a ..a a■ as a a � a . a a °. . . a a A Q. PEDESTRIAN CONCRETE PAVING, TYP GRADE IN PLANAR FASHION BETWEEN SPOTS PROVIDED, TYP 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com R OUTE EXIST 8" SD �1M 37.6± -1 8" IE 34.49 ± IN, SE (EX) 8" IE 34.49 ± OUT, W ==�DT1099 Z�11 1nCk1'r^k1 RA A In1lCT Y L. ,� <�/� DOWNSPOUT CONNECTION ROOF DRAIN POC o REFER TO ARCH FOR CONTINUATION, TYP MATCH EXIST GRADE T� EXIST PAVEMENT, TYP �F f TD RIM 37.7 b/� "71 B L D, zn D RNK� TAN N G FOUR SOUTH ENTRY ENLARGEMENT • Call 811 • a two business days before you dig N0. NOTES: REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. I Co m 2. REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES. N C) 3. TRENCH DRAIN AND INLINE CB SHALL BE ACO KLASSIKDRAIN WITH ASSOCIATED C ) LONGITUDINAL IRON GRATE, OR APPROVED EQUIVALENT, AND SHALL BE INSTALLED IN LO N CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. U Ago! N 0 2.5' 5' 10, 1 inch = 5 feet R-433411 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING IALrt%oO'' msippo 08/13/2025 )UIBL SURVEYED: SCALE: VERTICDAIL: HORZO TAL:NAD 11983/1991 RENTON MARKET & PIAZZA 7/1 6/2025 DESIGNED: CITY OF RENTON CIVIL CONSTRUCTION PERMIT FIELDBOOK: DRAWN: PAGE: ONE INCH DATUM DRAWING NO: CHECKED: ATFULL SCALE Planning/Building/Public works Dept. IF NOT OENLARGEMENT PLAN . ONE INCH REVISION BY i 1DATE AP P R APPROVED: SCALE ACCORDINGLY SHEET: 1 DE 61 C'7 0 O N a C0 O O i N Ir roll m co N O O O LO N A C'7 O O O N a N co O O O O N rr 'e1 3 c� J Z W 0 Q U' O U O Q U c O d C O C O N N O O CN N O O N O O O O N N O O S F- a O N Ln N O CV 75 SD 3 CID J Z W I Q U c 0 / 0 0 Q U I c .o 0 N CV CID O CN N C7) CT) O O O N I 0 O O O "> N I ' • LLJ �o Q z 0 O I ' . w EXIST SIDE SEWER W REFER TO ADD ALT #2 • ON SHEE C .00 �.:. . . . . . . . . . . I. 17--77 '. I. . . . . •.••••••••••••••••••.•••••.' I......... ..'II I.'.� ...... ...... SD G 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com w w S i n �� �� r 10'00 _ - - _ L—LQ- 8 N C E 33.0METAL - - 99 1A SSCO, TYP r2 I PEDESTRIAN I � C3.50 CONCRETE PAVING, G::)TYPGP GPO O O P I r — —• — 4 6" SS @ 1.0% MIN, TYI Q 4 4 SS 4 SS -ASS Ss. °" — ° 4. — — 4 .- a.11 + + + G w — — --w—�— — W — --- �lll---- W ----W — — ------- — — — — — — — -- — — -- -- -- — -- — — a-- ----- -- — --- -- — 4 E 4 � ° r EXIST SS CO AND SIDE SEWER, 6"IE - 31.76 ± ~ REFER TO ADD ALT #2 ON SHEET C3.00 I — �W — W W Q i% C l P�I�I�I • Call 811 • o two business days before you dig NO. — REPLACE LANDSCAPE, REFER TO LS PLAN -12" CPP Fm- 9-( -6- N 3 0GP SS LINE 10 �21 P �1 9 GAS METER ASSEMBLY EXIST BUILDING, TYP 4 --—---------- I4 I . I 41 GREASE INTERCEPTOR (GI) VAULT REFER TO PLUMB PLAN CIVIL POC 6" IE OUT: 33.5 2 5' ARCHWAY 3' METAL HANDRNL 3' METAL HANDRNL 4" FFE SPRNKLER SUPPLY PER RECORD SIDE SEWER ENLARGMENT 1. REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. 2. REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES. 3. TRENCH DRAIN AND INLINE CB SHALL BE ACO KLASSIKDRAIN WITH ASSOCIATED LONGITUDINAL IRON GRATE, OR APPROVED EQUIVALENT, AND SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. N 0 2.5' 5' 10, 1 inch = 5 feet SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF DESIGNED: DRAWN: RENTON ONE INCH DATUM VAMP CHECKED: AT FULL SCALE Planning/Building/Public Works Dept. IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY S-433413 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/13/2025 ' WASTEWATER UTILITY jstowell08/13/2025 ' DATE: RENTON MARKET & PIAZZA 7/16/2025 CIVIL CONSTRUCTION PERMIT FIELDBOOK: PAGE: DRAWING NO: ENLARGEMENT PLAN C3.1 2 SHEET: 3 OF 61 co O 0 N ARE QO O 0 O O Nt co M 0 w Q 0 I Ln N O Lc 75 Q z J Li s W 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PIAZZA PARK GRADING ENLARGEMENT WEST • Call 811 • o two business days before you dig N0. SCALE: 1" =10' SURVEYED: DESIGNED: DRAWN: CHECKED: REVISION BY 1 DATE 1 APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY :'a. CC VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NOTES: 1. REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. 2. REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES. 3. TRENCH DRAIN AND INLINE CB SHALL BE ACO KLASSIKDRAIN WITH ASSOCIATED LONGITUDINAL IRON GRATE, OR APPROVED EQUIVALENT, AND SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. CITY OF RENTON • Planning/Building/Public Works Dept. v 0 5' 10, 20' 1 inch =10 feet R-433414 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING6046 msippo 08/13/2025 RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT ENLARGEMENT PLAN 7/16/2025 PAGE DRAWING NO: C3.13 SHE 14 OF: 61 M M N O O Ln N ARE M O O O N Q J 00 O O O O 4 N rr 0- Nt co M 0 w E Q 0 N I Ln N O Lc 75 Ld z +Y 1 + + + + + P + RAA-rt L" rVIOT Y+I7A nro AT 9 + T�+ + + + + + + + + 4LS��LANS + + + + + — � + -REFER TO + II + II + \T T + 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com PIAZZA PARK GRADING ENLARGEMENT EAST • Call 811 • o two business days before you dig N0. SCALE- 1" = 5' NOTES: 1. REFER TO C1.00 TO C1.02 FOR GENERAL NOTES, LEGENDS, AND ABBREVIATIONS. 2. REFER TO C3.00 FOR CIVIL IMPROVEMENT'S NOTES. 3. TRENCH DRAIN AND INLINE CB SHALL BE ACO KLASSIKDRAIN WITH ASSOCIATED LONGITUDINAL IRON GRATE, OR APPROVED EQUIVALENT, AND SHALL BE INSTALLED IN CONFORMANCE WITH MANUFACTURER'S SPECIFICATIONS. N 0 2.5' 5' 10, 1 inch = 5 feet R-433415 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING �' msippo 08/13/2025 IL SURVEYED: SCALE: UAIL: VERTICAL: NAVD 198883/1 RENTON MARKET & PIAZZA / / HORIZONTAL: NAD 1953/1991 CITY OF � ' 6 2025 DESIGNED: O �, PAGE: RENTON PAGE: CIVIL CONSTRUCTION PERMIT OOK: DRAWN: ONE INCH DATUM VAM• DRAWING NO: CHECKED: AT FULL SCALE ENLARGEMENT PLAN C 3.1 4 Planning/Building/Public Works Dept. IF NOT ONE INCH REVISION BY DATE AP P R APPROVED: SCALE ACCORDINGLY SHE 15 OF. 61 M C'7 CV O O L) CV ARE O M O O O 4 CV Q J N O O O 0 N m co N O O O LO N A C'7 O O O N a N co O O O O N rr 'e1 w 0 ry 0 N I 0 �i U O Q U I c O d C O C O N N co O O cN N O O O N O O O O N N O O S E d O w Ln N O N Lc 75 Co Co I I W I— DocuSign Envelope ID: 6EECF5B6-602A-4E4A-B436-A317AA638878 I SEE STANDARD PLANS 110, 110.1, 110.2, AND 111 FOR PAVEMENT RESTORATION REQUIREMENTS SURFACE RESTORATION AS SPECIFIED IN CONTRACT DOCUMENTS r-- 12" MIN. --- EXISTING PAVEMENT SURFACE \/ O n�(Jn�n�QOnPn /\'6"MIN.,SEENOTE4 NEAT LINE TRENCH "CRUSHED SURFACING TOP COURSE" PER WSDOT STD- SPEC 9-03-%3), COMPACTED TO 95% OF MAXIMUM DENSITY "CRUSHED SURFACING TOP COURSE" PER WSDOT STD. SPEC 9-03.9(3), "BANK RUN GRAVEL FOR TRENCH BACKFILL" PER WSDOT STD. SPEC 9-03.19, OR "GRAVEL BORROW" PER WSDOT STD. SPEC 9-03.14(1), COMPACTED TO 95% OF MAXIMUM DENSITY BENCH AS NEEDED FOR SHORING SYSTEM WHEN I DEPTH IS 4' OR GREATER PIPE I \ PIPE ZONE BEDDING AND BACKFILL PER STD. PLANS 220.00 AND 220.10 SEE NOTE 1 UNPAVED AREAS I PAVED AREAS I NOTES: 1. SEE WSDOTIAPWA STANDARD SPECIFICATIONS SECTION 2-09.4 FOR MEASUREMENT OF TRENCH WIDTH. 2. EXCAVATIONS OVER 4' DEEP SHALL COMPLY WITH THE SAFETY STANDARD DESCRIBED IN CHAPTER 295-155 PART N OF THE WAG. 3. MAXIMUM BACKFILL DEPTH ABOVE PIPE SHALL NOT BE EXCEEDED, AS DETERMINED BY PIPE MANUFACTURER. 4. IN PAVED AREAS, IF PIPE HAS LESS THAN 3' OF COVER, USE "CRUSHED SURFACING TOP COURSE" FOR THE ENTIRE BACKFILL DEPTH ABOVE PIPE ZONE. 5. SEE CONSTRUCTION PLANS FOR SPECIFIC PROJECT REQUIREMENTS. UNLESS OTHERWISE NOTED, DRAWING 15 NOT TO SCALE (NTS) STD. PLAN - 220.20 PUBLIC WORKS PPR D DEPARTMENT TYPICAL TRENCH AND BACKFILL 9/28/2018 1 GAZ P.bkWon,Ad—i,s w, DATE TYPICAL TRENCH AND BACKFILL 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NTS DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 :45 AN • Call 811 a two business days before you dig N0. raj r--r---------- f _ EX. SEWER MAIN I I I I 1 I I i 1 1 I I r l I r-SPOOL I I I Z_ I I I (LENGTH AS NEEDED) I I I 6" SEWER STUB I I I I 1 I I I I I I SEWER MAIN TEE X 6" TEE SIDEWALK I I I I I J t� COUPLING (TYP) IL_J_LI > __-------J Q 13 I 0 I' 0 Im I r T ---------ti:Jd L---J BEND AS REQUIRED PROPERTY LINE — X-0" MIN �{ FUTURE 4" SIDE SEWER f2"x 4" STUD MARKING POST PAINTED 6" CAP J WHITE WITH THE WORD "SEWER" STENCILED 4 IN 3" HIGH BLACK LETTERS AND k6 WRE WRAPPED AROUND THE STUD AND EXTENDED TO THE TOP OF THE STUD 1 T 6"X6"X6" SURFACE CLEANOUT WITH CAST IRON RING AND COVER (EAST JORDAN IRON WORKS PRODUCT NO 00367502 OR APPROVED EQUAL, SPECIFY "SEWER" ON LID), CLEANOUT TO BE CENTERED IN A 2'x2' CONCRETE PAD CONCRETE PAD TO BE 8" IN DEPTH EXISTING SANITARY SEWER MAIN `2 0% MIN SLOPE �6" SEWER STUB 6"X6"X6" WYE FUTURE 4" SIDE SEWERFUTURE 6"x 4" REDUCER `SEWER MAIN SIZE X 6" TEE ACCEPTABLE PROCEDURES FOR SIDE SEWER CONNECTIONS TO EXISTING SEWER MAIN A VITRIFIED CLAY MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). B CONCRETE MAIN - CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL) C PVC & C900 PVC MAIN - CUT IN NEW TEE USING RIGID COUPLINGS OR CORE -DRILLED MATH A ROMAC SADDLE (OR APPROVED EQUAL) D. DUCTILE IRON MAIN - CORE -DRILLED WITH A ROMAC SADDLE (OR APPROVED EQUAL) E LINED MAIN - CONNECTION TO SEWER MAINS THAT HAVE BEEN LINED (CIPP, ETC), CUT IN A NEW PVC "TEE" USING "STRONG -BACK" FLEXIBLE COUPLINGS (FERNCO OR APPROVED EQUAL). F HDPE - CORE -DRILLED WITH A ROMAC SADDLE "INSERTA-TEE" MAY BE USED ON SEWER MAINS 12" DIAMETER OR LARGER G MANHOLE CONNECTION - ALL CONNECTIONS TO MANHOLES SHALL BE AT MANUFACTURED KNOCK -OUTS OR THE STRUCTURE SHALL BE CORE -DRILLED AND USE KOR-N-SEAL BOOTS OR APPROVED EQUAL NOTES. 1 PRIOR TO INSTALLATION OF A SANITARY SEWER STUB, A SIDE SEWER STUB PERMIT MUST BE PURCHASED FROM THE CITY OF RENTON PUBLIC WORKS DEPARTMENT 2 UNLESS OTHERWISE SHOWN ON PLAN, SIDE SEWER SHALL HAVE A MINIMUM 2 5' COVER AT PROPERTY LINE OR 3-5' LOWER THAN THE LOWEST HOUSE ELEVATION, WHICHEVER IS LOWER 3 SIDE SEWERS SHALL HAVE A MINIMUM 2 % SLOPE UNLESS APPROVED BY THE PUBLIC WORKS INSPECTOR 4 FOR INSPECTION OF THE SIDE SEWER STUB, CALL 24 HOURS IN ADVANCE. THE INSPECTION PHONE NUMBER IS ON THE SIDE SEWER STUB PERMIT SITE MUST BE READY FOR INSPECTION AND A REPRESENTATIVE ON SITE WHEN INSPECTOR ARRIVES AT THE APPOINTED TIME 00 NOT BACKFILL THE TRENCH UNTIL APPROVAL IS GIVEN BY THE INSPECTOR 5 ALL TRENCH RESTORATION FOR SIDE SEWERS IN THE PUBLIC RIGHT-OF-WAY SHALL CONFORM TO STANDARD PLAN 110 OR 1102 6 THE SIDE SEWER STUB SHALL HAVE PIPE BEDDING IN ACCORDANCE WITH STANDARD PLAN 405 7 ALL SIDE SEWER STUBS SHALL BE INSTALLED BY A CONTRACTOR LICENSED AND BONDED IN THE STATE OF WASHINGTON SIDE SEWER STUB UR)STD. PLAN - 406.1 PUBLIC WORKS APP s DEPARTMENT INSTALLATION Martin PastuchO✓26/202 (SEWER MAIN TO PROPERTY LINE)(m-.@#A"JFD_9_8B4490 - vaa,a work.,wmiMaerara DATE CLEANOUT FOR SANITARY SEWER SERVICE REVISION NTS BY I DATE SURVEYED: DESIGNED: DRAWN: CHECKED: A P P R I APPROVED SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY DocuSlgn Envelope ID 345B681D-914F-4F2D-AB59-7C192D3B78A3 W (SEE NOTE 7) BEDDING MATERIAL FOR SANITARY SEWER PIPE (SEE NOTE 5) —� FOUNDATION LEVEL LIMITS OF PIPE ZONE O.D. of PIPE BEDDING FOR SANITARY SEWER PIPE NOTES: 1. PROVIDE UNIFORM SUPPORT UNDER BARREL 2. HAND TAMP UNDER HAUNCHES. 3. COMPACT BEDDING MATERIAL TO 95% MAX. DENSITY EXCEPT DIRECTLY OVER PIPE. HAND TAMP ONLY. 4. PIPE INSTALLATION SHALL BE PER SECTION 7-08 OF THE STANDARD SPECIFICATIONS 5 PIPE ZONE MATERIAL SHALL BE PER SECTION 9-03.12(3) OF THE STANDARD SPECIFICATIONS 6. PIPE MUST BE ANCHORED IN SUCH A MANNER AS TO ENSURE FLOW LINE IS MAINTAINED 7 TRENCH WIDTH SHALL BE PER SECTION 2-09.4 OF THE STANDARD SPECIFICATIONS. STD. PLAN - 405 URI PUBLIC WORKS PIPE BEDDING APP DEPARTMENT Martin PastuCftaV26/202 FOR SANITARY SEWERS ---@ a &1FD98B449D DATE PIPE BEDDING FOR SANITARY SEWERS VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM NTS CITY OF RENTON [;R Planning/Building/Public Works Dept. 1 12: R-433417 IN COMPLIANCE WITH CITY OF RENTON STANDARDS L VELOPMENT ENGINEERING }IL msippo 08/13/2025 ' RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT CIVIL IMPROVEMENT DETAILS 7/16/2025 PAGE DRAWING NO: C3.50 SHEET: 7 OF: 61 co Co N O u J N MCI �J C� 0 C) C] I a D IN/� W C] C) C) I 4 IN Ir m co N O O O LO N A C'7 O O O N a N co O O O O N rr 'e1 Ol 3 J w 0 I U O Lq U O Q U I c O d C O C O N N co O O cN N O O N O O O O N N O O S E d CD O m Ln N O CV 75 m co N O O O LO N A C'7 O O O N a N co O O O O N rr 'e1 3 -a J W LLJ Q d O U W o� Q> O 0 Q U c O d C O C O N N O O O CN N O O N O O O O N N O O S E d CD O m Ln N O CV 75 C� co I I r) W I- W ;_ a 0 N I Ln N O Lc 75 Q Z J Li s RAISED EDGE DETAIL i 5 SIDEWALK LEVEL 7R- EIKTEND SIDEWALK TRANSVERSE 1'-0' 1'-0' yS"(IN) PREMOLDED JOINT FILLER 112- (IN) R JOINI5 TO INCLUDE RAISED EDGE TYPICAL WHERE APPUCA13LE Rou DING 2.0% 1 112' (IN) R. pvP.) I FOR CURB DETAfIS •. ••+ e _ 1.5% _ SEE STD PLAN 101 delN R. 1•�1'1 �' •.t, _ XI5TING ROADWAY ) .�•:e. 5{�c'A r _ _ •�v _ - }; / GRUSHEOROCKBAS SEE RAISED EDGE1, or SIDEWALK DETAIL - THIS SHE `TYPICAL UNDER + CRUSHED SURFACING TOP COURSE(CSTC) ALL CUT IN SIDEWALK OMPACT TO 95% MODIFED PROCTOR sLGPEs7 OJV WITH RAISED EDGE ENGINE R TYPICAL UNDERMENT IALLVED U LJ/ 12' (1.4 R. (TYP.) GUTTER A SIDEWALK UNDER UNDER B, ) GUTTER 8 SIDEtYAEK. CSTC UNDER ' 2.0% t FOR CURS DETAILS CURB 6 GUTTER TO BE 6THICKNESS OR 1.5% MATCH EXISTING ROADWAY CRUSHED ROCK 1J Op- - SEE STD PLAN 101 BASE, WHICHEVER IS GREATER (TYP. FOR eH�Y(ER "r' ••• ALL CURB 8 GUTTER). FINISHED GRADE i' (IN) BELOW SIDEWALK 1 TOPOF CONCRETE SURFACE ADJACENT TO CURB 1' p 1' D MIN ROU. DING 112­ (IN) R. (TYP.I t FOR CURB DETAILS _2.0% 'j SEE STO PLAN 101 BRIDGE OR PEDESTRIAN 5�`,Fly A�',, -. .. •,�''T!� •~f�:'� RAILING �' q FOR CURB DETAILS ADJACENT TO CURB 7' r BARRIER -SEE SIDEWALK SEE STD PLAN 101. (STEEP FILL SLOPES) CONTRACTPLANS /---WALL OR BARRIER 112- (IN) R. (TYP.) FLUSH I SIDEWALK �1.-. t.5_ IF ••r 11T M R. VERTICAL WALL- .W - �, �`ffiv' ;:•},:,�• •••" SEE DETAILA - - , A• W801 PRENAOLDED } JOINT FILLER - ADJACENT TO CURB AND RAILING OR WALL 8-(IN) PREMOLDED JOINT FILLER FOR SIDE BUFFER STRIP TREATMENT SIDEWALK SIDEWALK ADJACENT TO WALL DETAIL SIDEWALK (SEE NOTE 10) SECTIONS t 11 I') R. FOR CURB DETAILS 1.5% MIN. SEE STD PLAN 101 1 -+1t 1 BROOMED MATCH FINISH OR MATCH EXISTING F • Jr Q /l SMOOTH TROWELED PERIMETER FINISHED GRADE 1- (IN) BELOW TOP OF CONCRETE ' Ci SURFACE FOR PLANTING - FLUSH IF PAVED O• t ��- 510I CEMENT CONCRETE CURS ADJACENT TO BUFFER STRIP (CURB AND GUTTER SHOWN) p, y� FOR CURS DETAILS / SEE STO PLAN 101 lo Z 118' TO 114' NOTES 1. Four feet of the sidewalk width shall C�i" s . be the minimum pedestrian accessible route (;,AR. free of vertical and horizontal obstructions. Gratings, Access Covers, Junction Boxes, Cable Vaults, Pull Boxes and other . s� appurtenances within the sidewalk must be flush with surface, and match grade of the sidewalk. 2. Monolithic Cement Concrete Curb and Sidewalk is not permitted In new For other referenced NOTES see construction. When replacement work STD PLAN 104.2. necessitates a Monolithic Cement Concrete Curb build per WSDOT Standard Plan F-30.10-03. Paved surfaces must comply With 3. Concrete to be 4,000 PSI. STD PLAN 102.1 as applicable. CONTRACTION JOINT IN SIDEWALK ONLY `► l.� j0 �• r FULL -DEPTH EA'ANSION JOINT IN BOTH • -} - ' `• CURB AND SIDEWALK (SEE SID PLAN 101.1) am" C_ CONTRACTION JOINT JOINT AND FINISH DETAIL ••rl►.`,. PREMOLDE JOINT FILLER E FULL -DEPTH EXPANSION JOINT w PUBLIC WORKS CEMENT CONCRETE• PLAN - 102 DEPARTMENT SIDEWALK PI Etc)` LU. QF i147(1! it/ - 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com CEMENT CONCRETE SIDEWALK NTS • Call 811 a two business days before you dig N0. REVISION CEMENT CONCRETE SIDEWALK / CEMENT CONCRETE CURB & GUTTER /j (SEE NOTE 3) j, DEPRESSED MONOLITHIC cuPts i GUTTER WE DETAIL THS sHeETt TYPE C2B - ISOMETRIC VIEW (COMMERCIA. , WITH BUFFER) NOTES 1. When a driveway width exceeds 15 fee', construct a full depth expansion Joint with 3/8' joint filler along the driveway lane lines (see std. plan 102). Construct expansion Joints parallel with the can',erlins as required at 15' maximum spacing when driveway widths exceed 30'. 2. See sid. plan 102 for sidewalk details 3. Curb and gutter shown, other curb designs may be specified. See aid. plan 101 for curb details 4. Not used 5. The engineer will design all driveways to Include e!evadons at all points marked with symbol 'X'. All elevations are at the back of curb top on uphill side- 6 Not used 7 For Driveway Widths see DRIVEWAY STANDARDS (See NOTE 10), The expansion joints (see VA. plan 102) shall be spaced as shown In the corresponding Isometric New. & Slopes shall comply with sections R303.2.1 or R303.2.2 or R303.2.3 of the Revised Draft Guidelines for Accessible Public Rigbts-af--Way of Novel 23, 2005 (PROWAG). 9. Curb returns for any Type C-MAX Driveway may be approved on a case -by -case basis 10. STREE- STANDARDS - Renton Municipal Code (RMC) Tnle IV Development Regulations CHAPTER 6 STREET AND UTILITY STANDARDS Section 4-"60 STREET STANDARDS DRIVEWAY STANDARDS = Renton Municipal Code (RMC) Title IV Development Regulations CHAPTER 4 CITY-WIDE PROPERTY DEVELOPMENT STANDARDS Section 4-4-M PARKING, LOADING AND DRIVEWAY REGULATIONS FMZ OF CURB SEE .._ !SEE DEPRESSED CURB MIA& CONTAACT�DN JONT - S 1!r ON P•13 SH'_F.T STD PLAN 1C2 a T? . r t_ b /! ? R RQADV AY NOT?. DRIVEMMYLONCI'TUD:WL MANSION JOINTS BW1L1 BE FULL DEPTH DEPRESSED MONOLITHIC CURB a OUTER DETAIL FACE OF ADJACENT CURB t 1' 1 R SURFACE 0 DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRVEWAYS, AND ALLEYS Driveway Exempla: TYPE C18 R-ReSWenBd C•+ComirrMCal ---- --� , Nurrlbw of Laren, (AMxd Lane ComnteMal) 6-aulfsr (Plentinp Slr'p) Bark -No Barter - Siff. PLAN - IU.2 PUBLIC WORKS I CEMENT CONCRETE DRIVEWAY DEPARTMENT ENTRANCES - NOTES AND DETAILS CEMENT CONCRETE DRIVEWAY NOTES NTS SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE APPR APPROVED: SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM FACE OF CURB y 6 112'�^ 5 1/2' 1" 1Z R. 1" R. 1:24 1 1 TOP OF 112" R. ROADWAY f+i L r T 1 - 6" CEMENT CONCRETE TRAFFIC CURB AND GUTTER FACE OF ADJACENT CURB 6 1!2"-, FLUSH WITH GUTTER PAN AT SIDEWALK RAMP ENTRANCE 1:12 1:24 TOP OF 1/2' R. ROADWAY 1 to f V-6" DEPRESSED CURB SECTION AT SIDEWALK RAMPS r • �,.• .lie�� TOE• n n• • PREMOLDED JOINT FILLER E FULL -DEPTH EXPANSION JOINT 6" CEMENT CONCRETE 1/2' R. 1" R SIDEWALK RAMP VARIES OR LANDING FROM 1 6"TOo 1 6" I 31B" PREMOLDED JOINT FILLER CEMENT CONCRETE PEDESTRIAN CURB AT SIDEWALK RAMPS AND LANDINGS FACE OF ADJACENT CURB y 6 1/2"_� SEE DEPRESSED CURB DETAIL THIS SHEET 1.24 TOP OF f 11- 112• R. ROADWAY 2. 1 io 1 1 - 6- DEPRESSED CURB SECTION AT RESIDENTIAL DRIVEWAYS ONLY. FOR COMMERCIAL DRIVEWAYS SEE STD PLAN 104.2 FACE OF ADJACENT CURB GUTTER SURFACE V R. 1" R. FACE OF CURB 6 112 5 112" 1" 1/2' R. 1" R. 1 • � TOP OF ROADWAY 1 / r 81/4" f CEMENT CONCRETE TRAFFIC CURB DEPRESSED CURB DETAIL AT RESIDENTIAL OR COMMERCIAL DRIVEWAYS, AND ALLEYS GENERAL NOTES: 1. See standard plans 102 and 101.1 for curb expansion and contraction joint spacing. 2. Expansion joint shall be full depth, 3/8" (ins premolded joint filler. 3. For Depressed Monolithic Driveway Curb & Gutter Section, see Standard Plan 104.2 STD. PLAN - 101 DEPARTMENT w PUBLIC 1ti0RCEMENT CONCRETE CURBS 'fa1 CEMENT CONCRETE CURBS CITY OF RENTON VAMP Planning/Building/Public Works Dept. NTS R-433420 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/13/2025 ' RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT PAVING DETAIL 7/16/2025 PAGE DRAWING NO: C4.51 SHEET_ o OF:61 co O C) N , L_J 0 0 I N a J co 0 C) N rr m 0 N Ln N O Cn w Q J L, SPECIAL NOTE: IN THE EVENT TRANSVERSE PATCHES EXIST WITHIN THE AFFECTED STREET, THE LENGTH OF THE PATCH SHALL BE EXTENDED TO INCLUDE ANY EXISTING PATCH WITHIN 10 FEET OF THE EDGE OF THE PATCH REQUIRED FOR THE NEW CROSSING AND ANY SUBSEQUENT PATCH EDGE WITHIN 10 FEET OF THE EDGE OF THE SECOND PATCH AND SO ON UP TO A TOTAL OF 300 FEET. TRAFFIC FLOW _ I, I 11` 2" HMA - 2" TO8"HMA ` �I . T 6.5' MIN. 2" DEPTH OF PLANING OR SAWCUT AND REMOVE FACE OF GUTTER OR EDGE OF PAVEMENT CENTER LINE OR LANE LINE VARIES: 6.5' MIN. TM11 1171. DEPTH OF EXISTING PAVEMENT N I MIN VARIES �{ MI 2" SAWCUT AND REMOVE OR PLANE. SEAL WITH 2" - 6" MIN. HMA (SEE NOTE 2) AR-4000W (EACH SIDE) 6" CRUSHED SURFACING TOP COURSE (CSTC) 2" HMA (9-03.9(3)) PER WSDOT STANDARD SPECIFICATIONS, COMPACTED TO 95% MODIFIED PROCTOR. SAWCUT AFTER BACKFILL (EACH SIDE) - VCSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(i)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. WIDTH OF TRENCH AS REQUIRED BY SIZE OF PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) '� PLUS AN ALLOWANCE FOR ANY SHORING. SHORING, IF PIPE ZONE BEDDING. MATERIAL- SEE STANDARD NEEDED, SHALL MEET THE REQUIREMENTS OF WSDOT PLAN 110.1. STANDARD SPECIFICATION 7-08.3(1)B TRENCH WIDTH FOR NOTES, SEE STANDARD PLAN 110.1 TYPICAL TRANSVERSE PATCH FOR STD. PLAN - 110 19PUBLIC WORKS FLEXIBLE PAVEMENT OR RIGID PPTR DEPARTMENT PAVEMENT WITH OVER 1d �'P R • CL OF WASgj `Q,d 0� o �� 1601 5th Avenue, Suite 1600 4 9 Seattle, WA 98101 206.622.5822 www.kpff.com TYPICAL TRANSVERSE PATCH NTS • Call 811 0 © two business days before you dig N0. VARIES: 4.5" MIN. LANE LINE MARKING SAWCUT AFTER BACKFILL DEPTH OF EXISTING PAVEMENT 2"-6"HMA {SEE NOTE 2) 1 1• EDGE OF PAVEMENT, EDGE OF CURB & GUTTER, OR MIN. MIN. CENTER OF LANE MARKING 2" HMA (SEE NOTE 2) 6" CRUSHED SURFACING TOP COURSE (CSTC) (9-03.9(3)) PER WSDOT STANDARD 2" SAWCUT AND REMOVE SPECIFCATIONS, COMPACTED TO 95% OR PLANE, SEAL WITH MODIFIED PROCTOR AR-4000W CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03.19), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERIAL IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO WIDTH OF TRENCH AS REQUIRED BY SIZE OF 95% MODIFIED PROCTOR. PROPOSED IMPROVEMENT (SEE WSDOT STANDARD SPECIFICATION 2-09.4) PLUS AN PIPE ZONE BEDDING MATERIAL AND COMPACTION AS ALLOWANCE FOR ANY SHORING. SHORING, IF REQUIRED BY THE WSDOT STANDARD SPECIFICATIONS NEEDED, SHALL MEET THE REQUIREMENTS OF FOR THE TYPE OF IMPROVEMENT INSTALLED, EXCEPT: WSDOT STANDARD SPECIFICATION 7-08.3(1)B * FOR STORM AND WATER PIPE, PER STD PLAN 220.0 F-� * FOR SANITARY SEWER, PER STD PLAN 405 TRENCH WIDTH * FOR JOINT UTILITY TRENCH, SAND WITH 95% PASSING A #4 SIEVE AND LESS THAN 5% PASSING A #200 SIEVE NOTES: 1. WHEN EXISTING PAVEMENT IN A LANE REQUIRING A FULL WIDTH REPLACEMENT IS BROKEN OR DETERIORATED TO A PAVEMENT CONDITION INDEX RATING OF 70 OR LESS, THE EXISTING PAVEMENT IN THAT LANE, AND FOR THAT DISTANCE SO CLASSIFIED, SHALL BE REMOVED AND REPLACED WITH HMA MATCHING THE DEPTH USED IN THE EXISTING STREET OR THE DEPTH PER CITY STANDARD, WHICHEVER IS GREATER. 2. PRINCIPAL/ MINOR/COLLECTOR, ARTERIAL, & INDUSTRIAL ACCESS STREETS - MATERIAL AND THICKNESS SHALL BE HMA CL I" PG 64-22 AND MATCH EXISTING THICKNESS AND IN NO CASE LESS THAN 6". RESIDENTIAL ACCESS STREETS - HMA CL Z' PG 64-22. THE THICKNESS SHALL BE THAT OF THE EXISTING PAVEMENT SECTION AND IN NO CASE LESS THAN 4". 3. WHEN THE "SAWCUT AFTER BACKFILL" ENCROACHES INTO AN ADJACENT LANE, CURB & GUTTER OR SHOULDER, THE AFFECTED LANE SHALL BE PLANED AND OVERLAID WITH HMA FULL WIDTH, THE CURB & GUTTER SHALL BE REMOVED AND REPLACED, OR THE SHOULDER SHALL BE PLANED OR REMOVED AND OVERLAID WITH HMA. 4. IF TRENCH UNDERMINES EXISTING SIDEWALK AND/OR CURBS, THEN THE SIDEWALK AND/OR CURB SHALL BE REPLACED FROM EXPANSION JOINT TO EXPANSION JOINT. 5. IF TRENCHING THROUGH EXISTING DRIVEWAY OR SIDEWALK RAMP, THE DRIVEWAY OR SIDEWALK RAMP SHALL BE REPLACED TO MEET ADA STANDARDS. TYPICAL LONGITUDINAL PATCH STD. PLAN - 110.1 PUBLIC WORKS FOR FLEXIBLE PAVEMENT OR DEPARTMENT RIGID PAVEMENT WITH OVERLAY REVISION TYPICAL LONGITUDINAL PATCH i mwm NTS SURVEYED: DESIGNED: DRAWN: CHECKED: A P P R ' APPROVED SCALE: ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATU M SAW CUT SHALL BE VERTICAL AND IN STRAIGHT LINES SEE WSDOT STANDARD J SPECIFICATION 5-01.3(6) AND NOTES BELOW EXISTING COMPACTED BASE SIDE OF TRENCH 12" MIN. CSTC, BANK RUN GRAVEL FOR TRENCH BACKFILL (9-03-9(3)), GRAVEL BORROW (9-03.14(1)) PER WSDOT STANDARD SPECIFICATIONS OR NATIVE MATERILA IF APPROVED IN WRITING BY ENGINEER BASED ON GEOTECH REPORT, COMPACTED TO 95% MODIFIED PROCTOR. PANEL REPLACEMENT DETERMINATION FULL CEMENT CONCRETE PANEL REPLACEMENT: FOR CEMENT CONCRETE SURFACE STREETS, THE MINIMUM RESTORATION SHALL BE FULL PANEL REPLACEMENT, IF ONE OR MORE OF THE FOLLOWING CONDITIONS EXIST: CONDITIONS ADDITIONAL REQUIREMENTS ALL BUS ROUTES ALL INTERSECTIONS PLUS ONE PANEL BEYOND THE CURB RETURN 40% OR GREATER OF EXISTING PANEL REMOVAL EXCELLENT CONDITION (BASED ON VISUAL AND/OR NON -DESTRUCTION TESTING PRINCIPAL, MINOR, COLLECTOR ARTERIALS AND ALL STREETS IN CBD WITHOUT BUS ROUTES PORTLAND CEMENT CONCRETE (PCC) SHALL MEET THE MATERIAL AND CONSTRUCTION REQUIREMENTS OF WSDOT STANDARD SPECIFICATION 5-05 [� SAW CUT SHALL BE VERTICAL 1 AND IN STRAIGHT LINES EXISTING CONCRETE PAVEMENT SEE NOTES BELOW ly "I ,.,•• I 6" MIN. SIDE OF TRENCH COMPACTED CRUSHED SURFACING TOP COURSE_ NOTES: 1. TRANSVERSE JOINTS 1-1/2" DIAM. X 18" 0 12" DOWEL BARS ON CENTER MEETING WSDOT STANDARD SPECIFICATION 9-07.5. 2. LONGITUDINAL JOINTS #5 TIE BARS X 30" 0 36" ON CENTER MEETING WSDOT STANDARD SPECIFICATION 9-07.6. 3. WHEN THE PCC PANEL IS LESS THAN 8" IN THICKNESS #5 TIE BARS X 30" SHALL BE USED. FOR TRANSVERSE JOINTS TIE BARS SHALL BE ON 36" CENTERS WITH NO LESS THAN 2 BARS PER SIDE ON SMALL REPAIRS OR REPLACEMENT PANELS. 4. TIE BARS AND CORROSION -RESISTANT DOWEL BARS SHALL BE PLACED IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 5-05.3(10). 5. DOWELS SHALL NOT BE USED WHEN PCC PANEL IS LESS THAN 8" IN THICKNESS. 6. NEW PCC PANEL SHALL MATCH THICKNESS OF EXISTING CONCRETE PAVEMENT. 7. FULL PCC PANEL REPLACEMENT IS NOT REQUIRED WHEN OVERLAID WITH ASPHALT PAVEMENT. • PUBLIC WORKS TYPICAL PATCH FOR RIGID STD. PLAN - 111 DEPARTMENT PAVEMENT WITHOUT ASPHALT F'l'ilC1 E,D CONCRETE OVERLAY JD - TYPICAL CONCRETE PATCH V%R] CITY OF RENTON Planning/Building/Public Works Dept. NTS R-433421 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING `' msippo 08/13/2025 RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT PAVING DETAIL 7/16/2025 PAGE DRAWING NO: C4.52 SHEET: 2 1 OF: 61 , LJ C) C) I It J MN W C) C) C) O N rr n m co N O O O LO N A C'7 O O O N a N co O O O O N rr 'e1 3 -a J W LLJ Q d O U W o� Q> O 0 Q U c O d C O C O N N O O O CN N O O N O O O O N N O O S E d CD O m Ln N O CV 75 M M O 0 Lu M. P OR �V, CO INC Z o N o Ory � l l �`2s do 697 Fp EXP. PSG LANDSCAPE GP_ TRENCHING FOR -- CATENARY ELECTRICAL CONNECTIONS, REFER TO CIVIL AND ' ELECTRICAL PLANS , / of KB-10 LID 35.38 ELEV 35.11 @ TOP OF PVC 1 1 \VI VIJL✓ V/-1 I LI mf-%I \ 1 1 VLL V, I I I . LANDSCAPE KEY PLAN 1 If = 20'-011 HEWITT 106 Lenora Street Seattle, WA 98121 (206) 624-8154 info@hewittseattle.com NO. REVISION V VI\V V I I\" I / DASHED LINE REPRESENTS ZONE WHEREIN NO PROPOSED TREES OR LIGHT POLE Mw6 LID 37.00 FOOTINGS ARE LOCATED. CLEAR AREA IS ELEV 36.69 @ TOP OF PVC 10' FROM EDGE OF SPU WATER PIPES, 5' FROM SPU HEADER CABLE, TYP. SURVEYED: DESIGNED: DRAWN. CHECKED: BY I DATE APPR I APPROVED: SCALE. PER PLAN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 DATUM 1 11 Ij EXISTING PEDESTRIAN LIGHTS TO REMAIN PROPOSED MAST LIGHT POLES EXISTING PEDSTRIAN LIGHTS TO BE REMOVED t Y O,p CITY C� OF aTIF RENTON FNTo Planning/Building/Public Works Dept. SHEET INDEX L0.00 LANDSCAPE KEY PLAN L0.01 TREE RETENTION PLAN - MARKET L0.02 TREE RETENTION PLAN - PIAZZA L0.11 SELECTIVE DEMOLITION PLAN - MARKET L0.12 SELECTIVE DEMOLITION PLAN - PIAZZA L0.13 SELECTIVE DEMOLITION PLAN ENLARGEMENTS - MARKET L0.14 SELECTIVE DEMOLITION PLAN ENLARGEMENTS - PIAZZA L1.01 MATERIALS PLAN - MARKET L1.02 MATERIALS PLAN - PIAZZA L2.02 GRADING PLAN - PIAZZA L3.01A PLANTING PLAN - MARKET - TREES + GC L3.01 B PLANTING PLAN - MARKET - SHRUBS + PERENNIALS L3.02A PLANTING PLAN - PIAZZA - TREES + GC L3.02B PLANTING PLAN - PIAZZA - SHRUBS + PERENNIALS L3.03 PLANTING SCHEDULE L3.04 PLANTING DETAILS L3.05 PLANTING DETAILS L3.06 PLANTING DETAILS L4.01 IRRIGATION PLAN - MARKET L4.02 IRRIGATION PLAN - PIAZZA L4.03 IRRIGATION DETAILS L4.04 IRRIGATION DETAILS L5.01 MATERIALS DETAILS L5.02 MATERIALS DETAILS L6.01 LAYOUT PLAN - MARKET L6.02 LAYOUT PLAN - PIAZZA L6.03 LAYOUT PLAN - PIAZZA SCORING AND JOINTING ENLARGEMENT - WEST L6.04 LAYOUT PLAN - PIAZZA SCORING AND JOINTING ENLARGEMENT - EAST GENERAL NOTES 1. REFER TO CIVIL DRAWINGS FOR ALL EXISTING AND PROPOSED UTILITY LINES, POLES, METERS, VAULTS, AND STRUCTURES. 2. REFER TO CIVIL DRAWINGS FOR ALL HARDSCAPE GRADING INFORMATION. 3. REPORT ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION/INSTALLATION. R-433423 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING � �' 08/12/amorg025 ' msi O 08/13/2025 08/12/2025 I�p RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT LANDSCAPE KEY PLAN DATE: 07/16/25 FIELDBOOK: PAGE: DRAWING NO: L0.00 SHEET: OF 23 61 M M N O O O LO N A, u N co O O O O N rrid ri1 CITY OF RENTON I PERMIT SERVICES 0 TREE RETENTION AND CREDIT WORKSHEET TREE RETENTION REQUIREMENTS A minimum retention of thirty percent (30%) of all significant trees (as defined in RMC4-11-200) is required on site. Please complete the form below to verify compliance with minimum tree retention requirements. Identify total number of trees 6-inch caliper or greater (or alder or cottonwood trees 8-inch caliper or greater) on site: 45 Trees • Deductions - Certain trees are excluded from the retention calculation: o Trees that are high -risk, as defined in RMC 4-11-200: 1 Trees o Trees within existing and proposed public right-of-way: 15 Trees o Trees within wetlands, streams, very high landslide hazards, protected slopes, and associated buffers: 0 Trees • Total remaining trees after deductions: 29 Trees • Required tree retention (30%): 8.7 Trees Required Identifynumber of trees proposed for retention: P P 20 � Trees Proposed P • Identify number of trees requested for replacement in lieu of retention (skip page 3 if no tree replacement is requested): -11.3 Trees TREE CREDIT REQUIREMENTS Tree credit requirements apply at a minimum rate of thirty (30) credits per net acre. Complete the form below to determine minimum tree credit requirements. • Gross area of property in square feet: 57900 Square Feet Deductions: Certain areas are excluded from tree credit calculation: o Existing and proposed public right-of-way: 0 Square Feet o Wetlands, streams, very high landslide hazards, protected slopes, and associated buffers: 0 Square Feet Total excluded area: 0 Square Feet • Net land area (after deductions) in square feet: 57900 Square Feet • Net land area (after deductions) in acres: 1.33 Acres • Required tree credits: 40 Tree Credits Required TREE RETENTION AND CREDIT WORKSHEET PROPOSED TREE CREDITS Please complete the table below to calculate the total tree credits proposed for your project. Identify the quantity of trees for each tree category, after deducting trees within excluded areas, as shown in the previous section. TREE SIZE TREE CREDITS TREE QUANTITY TOTAL TREE CREDITS RETAINED TREES Preserved tree 6-9" caliper 4 7 28 Preserved tree 10-12" caliper 5 3 15 Preserved tree 12 -15" caliper 6 9 54 Preserved tree 16-18" caliper 7 0 Preserved tree 19-21" caliper 8 1 8 Preserved tree 22-24" caliper 9 0 Preserved tree 25 - 28" caliper 10 0 Preserved tree 29-32" caliper 11 0 Preserved tree 33 - 36" caliper 12 0 Preserved tree 37" caliper and greater 13 0 NEW TREES New small species tree (30' or less at maturity) 0.25 6 1.5 New medium species tree (30' to 50' at maturity) 1 6 6 New large species tree (50' or more at maturity) 2 0 TREE CREDITS PROPOSED: 112.5 Tree Trunk TREE PROTECTION ZONE (TPZ): The defnad area around a tree M' h' h carte n ad v ties are mRiMed a restric "' to revant or Rn n mae tent al R ZI P P W dame e b Irae arts roots and/or soil, tlunn mr•tma on or tlaveb t activities. Tha TPZ ma enc�an ss the CRZ and ba basatl m the judgment of the g p 9 PmanY Pa 1 g project arbor st. CRITICAL ROOT ZONE (CRZ): The CRZ of A U - plane, ouddel for the Rose of sodl amund a U s book whem the minimum vo lume or roots consldere0 ,rhLRI to the atmduml slati l l ,Nor health of the t rat located Root t II both' depth and ,,d depending on the size or the Y ,I N Y 'Y p P Da 9 1 -Is water tables and other lectors. While N II ae letl tM1ot I ref tat the C- s to BC calculates the CRZ using pas as y p 9 9 1 k d meter model. the at A.5 kft above retl DSH . The DRZ' I' ed d that he, tl c th nee to eve inch trunk diameter. 1.As genarel'aed motlel the CRZ's oten sh n as ( pb geometric sh pe (� I) aM' ae gu der Much the pet retl TPZ a eatebl enact ItCALCULATED TREE PROTECTION ZONE CTPZ The CTPZ or I ' also model f thec d ahound a tree s tmnk where cot cal (CTPZ) v roots are I etl t res tle Root s stems will va both n tle th antl spread tle MTl n the size ft e tree 'I ter table s and other castors pea Y ry P p Fa 9 Peues The CTPZ s calculated using amok d sot model, (DSH) ark a ismultiplicatione,,fact.,a d.nsimple tl ham ealc s of new t pea t as , goal from h,h Impacts antl Me tea s relative age As a generel'¢etl motlel the CTPZ s often shown as a s mpla geomeUic shape (arcle) and's used as a gube from whkh the spec fetl TPZ is eslabl' had e. SPECIFIED TREE PROTECTION ZONE (STPZ) The STPZ aodavd, for real vurd factors and s dj t d and shape by the project eft,I t to moat ( ! s fanned cV and s of the sae. Tree can. f Dle o, ch-ened root oremadone g e P peat aspect PY od C b - antl s eau ct on as are also cons tlered b one r a bor st wM1en tleterm n n an afect've STPZ The ecnnm b pee`es response mpac y poi g CRZ and CTPZ ere ty0 tally used a0'nform aM1e STPZ. Urban Forestry Services TREE PRESERVATION ZONE (TPZ) EXPLANATION BARTLETT CONSULTING \i/fj 4 ,,, ,..�.... ........ .. m sanL Ad in/ anon abore is based on ANSIA"Part 5a.dthe can rdon aMPTldrd ER'soo;somefams ue ( 1 nova ahangaeadgnuyn rnai.maarwy non dm andada neawmaahaamrmapavan . caz). men �, �aer l eemen C, An,, • awmn -A Bamm T m�'x auie almlatiaa. arrLa rmhM die apparaa 1>aodpahndTh•FA'�med Tree E,pen Company �• FT-7 Urban Forestry Services BARTLETT CONSULTING ns of The FA. Bartlett Tree Expert Com Pany UFSIBC TREE PROTECTION SIGNAGE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS 1. Tree Protection Signs must be attached to tree protection fencing only (do not attach to trees or other vegetation) and must be shown as required on plans and construction documents. 2. Install and secure tree protection fencing per the placement and specifications outlined in the roject's tree protection Ian. P 1 P P 3. Signs may be produced b a professional sin service or printed and laminated b the 9 Y P Y P 9 P Y contractor or other .j project re resentative s P P ( ) • Print si ns at full scale - minimum 11"xl7" Tabloid landscape orientation. 9 (Tabloid), P • Print si ns in full color using the attached source document colors. 9 9 • Sign material and printed content must resist normal and expected weather for the life of 9 P P the project - i.e. rainwater, freeze -thaw events solar radiation wind etc. P • If the sign is printed and laminated with clear plastic, all edges must be adequately 9 P P 9 eQ Y sealed with laminate to prevent water incursion, and the laminate must be thick enough to support the attachment points. 4. Affix signs to tree protection fencing using zip ties wire or other substantial and secure 9 P 9 9 P materials/methods at the dashed attachment circles shown in the corners. Whatever material or method is used for attachment, it must withstand normal and expected weather for the life of the Project. 5. Place signs eve 15 feet at the upper half of the fence line. Signs should be visible and obvious 9 !Y PPe 9 to construction personnel, especially equipment operators, and should be visible from nearby roadways (if applicable) and site access points. 6. Signs must remain in place and be maintained in clear, readable condition for the life of the project. Upon discovery, signs that become faded, damaged, or go missing must be replaced immediately. Signs may only be removed after fencing has been removed, per the project's tree P P rotection Ian. 7. For questions and more information on these specifications and instructions lease contact q P �P Urban Forestry Services I Bartlett Consulting (UFSIBC) at 1(360)399-1377. Tree Protect on Fenan : vneath11"x ess full cola g ..,,o style ors c laced •istant< n Pe . '9 / � See tree protacton plan placed every en along br date N the fence line )L 1 Urban Forest Services Bartlett Consultin • A Division of the F.A. 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J•t� �!: � •'� •. �� ��:':❖:•i:❖iii:'i:• � • • TTT - 1 ,1 I I �r D<i: B❖:❖i: BBB �1�,:•i �Il,lai'�!{- iYd% OO:O;O:;:;i:O;;:O;i:;:;:;:'.-.- -.;:�( 1- ,. ;�,i•,'p. _6;�, Symbols: (Approximate location) Areas of Expected Significant Change Based on improvement areas shown on preliminary Architectural and Landscape plans provided by Hewit and Graham Baba See Arborist Report for details and explanations N 0 10 20 I I I I I I I I XINU I �I I I I a zP I I , I D t18„ I I I J DT18" I I t LD I I nrJ / i I I H D 8" 3 I 1 !n � DT18" i� F- I N I P P ~ GP XING 1 CB 77 1 J RIM 3 IE 34. IE 35. 60 O I , i 3 \ a sso 519 0 12" I � I 38J 11 1 I 58 I O 2" 53 s• O ` J i I ' kING.AHEAD 54 I O ss 57 P O m � 56 O IT Inventoried and Assessed Tree Tree Protection III' 15-7--,%r Recommended Action Recommended Treatments * See the attached Tree Assessment Map Extent O Retain - Protection Required -- Tree Protection Fencing Matrix for individual tree details. last• ,:xr• 1 Specified Tree Protection Zone (STPZ) X Remove - Direct Impacts See the Attached TPZ Explanation for (Tree 47 is recommended details. - for removal due to high Handwork only with Arborist oversight within the�ij risk) STPZ if the area is not protected by existing hard surfaces/pavement. 08/13/2024 topographic survey base plan overlay produced by KPG and provided by the City of Renton. 2023 Aerial imagery retrieved from King County GIS Portal. - ■�u�a1/11,..�.1 �� , 1 �\c.- ■ ■ y .. ■ ■ Off'_ '� , a>iR•'� e � ■ � • . - . - - • . . � •� - - - - -- -_ __ - - - - ''`.- -- L�� _ - gyp,' ass 1111109 10 m <I! �i�•iiiiiiiiiiii ••iii ••iiii• ••iiiii ••iiiiiii0•ii • � I • • � � ••�••••iiii 0ii iiiiiiiii•i0•iii0i�•�♦�♦�•�•�❖:❖:•�+_+�•« 1 ..... ...... a ... ...... i....... ...... .. ...... ...... ...... ...... ...... ...... .... ♦•••♦• ♦♦•••• •••••♦ """.I - = ♦25 A1 ll � �,.•�,,,♦�♦�♦�,�,�,�,�,�,�,iiiiiiiii��������4���������8�����������iiii0iiii���0•�s��������������4:❖:•i Oii Oiii������,������� - ♦4�♦♦,O�♦�B•♦♦:•:♦:.:❖:❖:❖:❖:•iii�•♦•v:•♦.:•:♦♦:❖:❖:❖:❖:❖:❖:•iii�♦,O�•,O�♦6,0�♦♦�•�♦�♦:❖:•i:❖:•:B❖ii�.�♦4:•ii 0i°ii♦♦i••�i<i - • .�� • ,1 �r �ME1 ••iiiiiiiiiii�.�♦,O:❖:•ii0iiiiiiiiiiiiiiii�•�•O,O�♦�♦,.,♦,♦,.,♦,♦,.p,Q•iiii0iii�•�•�•�•�•�•�•�,♦,♦••••♦•O••••iiiiiiii�♦,O�•�•4 .�. 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I ♦ • ♦ • ♦ ♦ ♦ • •ii0•ii00•i• O••i0i♦•♦ • • • • 4•i 00ii00•ii0•ii0•r ♦ 3B• , � w4♦r •i! •I M:I � ' _-e •;:�:!O:!��:•:!Op •iii!BOii••D!t:•O:!:•J:B!:• • •:%:B••:B•'❖f 9 h < li.. ♦ 1 KNCAIIEAD • 1 57 DTI ♦ ♦ -1 .Fi l • - .�,•y°'i•,�K��, .+•�w�.;•: • ..4�,•.•w_♦�<_O�•s TRA .a.�t4•O. .�io_o�0<,^e<e�. �•V �ii i• �•:i:•o❖i _ �•L t 28 ♦•• •♦� •••••��J ♦•O• _ ♦ ♦ 1 t / I � b 56 \ J I D11(D" 1 Symbols: (Approximate location) Areas of Expected Significant Change Inventoried and Assessed Tree Tree Preservation Zones (TPZ)' Based on improvement areas shown on Expected Impacts p p Calculated Tree Protection Zone (CTPZ) Ma Extent p preliminary Architectural and Landscape 0 Direct _ plans provided by Hewit and Graham Baba. ':-Generalized canopy spread ISIM - •x,• , See Arborist Report for details and O Major explanations -' Critical Root Zone (CRZ) ` O Minor <` * See the attached Tree Assessment O Negligible *See the attached Tree Preservation -- Matrix for individual tree details. ® none Zone Explanation for details. - r ..- N 08/13/2024 topographic survey base plan overlay produced by KPG and provided by the City of Renton. 2023 Aerial imagery retrieved from King County GIS Portal N O a- 4- E N O Q E N � N � N ^^(0 a- o CD O <aL N m N o� a) N X © Urban Forestry Servicesl Bartlett Consulting -A Division of Tire F. A. Bartlett Tree Expert Company, October 2024. These documents have been prepared specifically for the above -named project. They are not suitable for use on other projects, or in other locations, and/or without the approval and participation of the The F.A. Bartlett Tree Expert Company. ,', Pacific i41SA NLEI-61scv orthwstt( TA-05 0 L, .'r, E N m Q U Z o v 2 � C N H � C N,� N ro 'o ED s Ea o-7 U W l O L fn E Qi r O Q E �--• M U N N O W W a--' N O Q > E O c O m co I- N © Urban Forestry Servicesl Bartlett Consulting -A Division of The F. A. Bartlett Tree Expert Company, October 2024. These documents have been prepared specifically for the above -named project. They are not suitable for use on other projects, or in other locations, and/or without the approval and participation of the The F.A. Bartlett Tree Expert Company. fhwc IISA Nortthwest 67SC�� All LE<nNaut-o -oil III I ,r, TA-03 NOTES 1. REFER TO ARBORIST REPORT INCLUDED WITH BID PACKAGE. 2. PROVIDE TREE PROTECTION FENCING PER TREE PROTECTION SITE PLAN. 3. TREE REPLACEMENT IS NOT REQUIRED ON THIS PROJECT SINCE THE PROJECT MEETS THE 30% TREE RETENTION MINIMUM. 40 TREE CREDITS REQUIRED 112.5 TREE CREDITS PROVIDED R-433424 IN COMPLIANCE WITH CITY OF RENTON STANDARDS r CURRENT PLANNING DEVELOPMENT ENGINEERING -lam 11 amorganroth mSippO 08/13/2025 ' AV 08/12/2025 H E W ITT SURVEYED SCALE VERTICAL: NAVDATE D 1988 RENTON MARKET &PIAZZA HORIZONTAL: NAD 198311991 CITY O F FIELDB 25 DESIGNED: PER PLAN N CIVIL CONSTRUCTION PERMIT PAGE: 106 Lenora Street ANMS Seattle, WA 98121 DRAWN DATUM RENTON ONE INCH DRAWING NO: (206) 624-8154 CHECKED: F NOT O E INC LO 01 IF NOT ONE INCH ■ SCALE ACCORDINGLY Planning/Building/Public Works Dept. TREE RETENTION PLAN - MARKET info@hewittseattle.com NO. REVISION BY DATE APPR APPROVED: SHEET: of 24 61 M O O LO A, U O 1 N J N co C) C) CD CD N 1 CITY OF RENTON I PERMIT SERVICES TREE RETENTION AND CREDIT WORKSHEET TREE RETENTION REQUIREMENTS A minimum retention of thirty percent (30%) of all significant trees (as defined in RMC 4-11-200) is required on site. Please complete the form below to verify compliance with minimum tree retention requirements. Identify total number of trees 6-inch caliper or greater (or alder or cottonwood trees 8-inch caliper or greater) on site: 45 Trees • Deductions - Certain trees are excluded from the retention calculation: o Trees that are high -risk, as defined in RMC 4-11-200: 1 Trees o Trees within existing and proposed public right-of-way: 15 Trees o Trees within wetlands, streams, very high landslide hazards, protected slopes, and associated buffers: 0 Trees • Total remaining trees after deductions: 29 Trees • Required tree retention (30%): 8.7 Trees Required • Identify number of trees proposed for retention: 20 Trees Proposed • Identify number of trees requested for replacement in lieu of retention (skip page 3 if no tree replacement is requested): -11.3 Trees TREE CREDIT REQUIREMENTS Tree credit requirements apply at a minimum rate of thirty (30) credits per net acre. Complete the form below to determine minimum tree credit requirements. • Gross area of property in square feet: 57900 Square Feet • Deductions: Certain areas are excluded from tree credit calculation: o Existing and proposed public right-of-way: 0 Square Feet o Wetlands, streams, very high landslide hazards, protected slopes, and associated buffers: 0 Square Feet • Total excluded area: 0 Square Feet • Net land area (after deductions) in square feet: 57900 Square Feet • Net land area (after deductions) in acres: 1.33 Acres • Required tree credits: 40 Tree Credits Required TREE RETENTION AND CREDIT WORKSHEET PROPOSED TREE CREDITS Please complete the table below to calculate the total tree credits proposed for your project. Identify the quantity of trees for each tree category, after deducting trees within excluded areas, as shown in the previous section. TREE SIZE TREE CREDITS TREE QUANTITY TOTAL TREE CREDITS RETAINED TREES Preserved tree 6 - 9" caliper 4 7 28 Preserved tree 10-12" caliper 5 3 15 Preserved tree 12 -15" caliper 6 9 54 Preserved tree 16-18" caliper 7 0 Preserved tree 19-21" caliper 8 1 8 Preserved tree 22-24" caliper 9 0 Preserved tree 25 - 28" caliper 10 0 Preserved tree 29-32" caliper 11 0 Preserved tree 33 - 36" caliper 12 0 Preserved tree 37" caliper and greater 13 0 NEW TREES New small species tree (30' or less at maturity) 0.25 6 1.5 New medium species tree (30' to 50' at maturity) 1 6 6 New large species tree (50' or more at maturity) 2 0 TREE CREDITS PROPOSED: 112.5 Time Trunk TREE PROTECTION ZONE : The defined area around a time within which certain adwiit'ies are prohibited or restricted to r potential (TPZ) p p event or minimize lama a b tree arts rook ambor soil tlud mnsWction or tlevelo menl activitlas. The TP2 may a ass the CRZ and be basetl on the'ud ment of the 9 D r,g P Y noomD 1 9 oroiect amorist. a. CRITICAL ROOT ZONE CRZ: The CRZ of a treelsa lan,, model for the area of soil around a tree'. trunk where the minimum volume of mots considered 1 1 p critical toit the structural stability andlor health of the bee are generally -..Il Root systems will vary both in ng the and spread depending on the size u the tree, soils, water tale, specks, and other factors. While there is no universally acoapktl malhotl for wkuktirg the CRZ, UFSIBC calculates the CRZ using bunk bilizecl odel'the at Z I feet above grade (DS pl The CRZ is a w (ci l,) and I, r area that has a from a ol6 inches to every inch bunk diameter. As a generelbetl model the CRZ's often shown as a simple geomaldc shape (i role) antl s used as a guide flan whxm the specilletl TPZ'. eskbl shetl b. CALCULATED TREE PROTECTION ZONE (CTPZ) - The CTPZ .1 a trees also a planar ...I fo, the area & so I around a bees bunk where cm cal root. are expected to res de. Root system, .,It vary both In depth and spread depend ng on the size M the tr- ab Is water kble .Poi es and oths, factors. The CTPZ -s calculated us ng bunk d amete, (DSH) and a muldpl cello, factor delved from anal,. s of the tree s species tolerance to consbavl on -mpacts and the tree s relat ve age. As a general zetl model, the CTPZ', often shown as a simple geometne shape hi,.) and -, used as a guide from witch the epecifetl TPZ is established. c. SPECIFIED TREE PROTECTION ZONE (STPZ) - The STPZ a -te for real-wodd factors and is adju in s¢e and slaps by the project -rat to -b mod -existing inhasWCWre, planned obbehudion, and species aspects of the site. Tree canopy condormsixi visible o, dihx emb d root xdentalion Condition, m ilmith, and species response to co-,tb c ion Impacts are also considered by the project amorist when determining - efecliv, STPZ. The CRZ and CTPZ am typically used W intonm the STPZ. BM Urban Forestry Services TREE PRESERVATION ZONE (TPZ) EXPLANATION BA RTLE T CONSULTING AN meo-hobehovel.bamox, AN51A"Pad5andthewmpaMoneMPflMrd hou. ftvma -.. n change 15hdy h' .ghom old ile d pprmarhes roVee pmre " (e. °RZ). x•em„ar, ea wow - l b cmmre mza. row t ..[r Soo t.. mvrapgia pow a Tree axpe�canpany"'pgem'arn TPZ-a1 144 �M. P 01 o N o lip \� Fp 92 EXP. 0 PSG 4NDSCAPE Urban Forestry Services BARTLETT CONSULTING Divisions of The F.A. s1m1b Tree Expert company UFSIBC TREE PROTECTION SIGNAGE SPECIFICATIONS AND INSTALLATION INSTRUCTIONS 1. Tree Protection Signs must be attached to tree protection fencing only (do not attach to trees or other vegetation) and must be shown as required on plans and construction documents. 2. Install and secure tree protection fencing per the placement and specifications outlined in the project's tree protection plan. 3. Signs may be produced by a professional sign service or printed and laminated by the contractor or other project representative(s). • Print signs 9 at full scale -minimum 11"x17" (Tabloid), landscape orientation. • Print signs in full color using the attached source document colors. 9 • Sign material and printed content must resist normal and expected weather for the life of the project - i.e., rainwater, freeze -thaw events, solar radiation, wind, etc. • If the sign is printed and laminated with clear plastic, all edges must be adequately sealed with laminate to prevent water incursion, and the laminate must be thick enough to support the attachment points. 4. Affix signs to tree protection fencing using zip ties, wire, or other substantial and secure materials/methods at the dashed attachment circles shown in the corners. Whatever material or method is used for attachment, it must withstand normal and expected weather for the life of the project. 5. Place signs every 15 feet at the upper half of the fence line. Signs should be visible and obvious to construction personnel, especially equipment operators, and should be visible from nearby roadways (if applicable) and site access points. 6. Signs must remain in place and be maintained in clear, readable condition for the life of the project. Upon discovery, signs that become faded, damaged, or go missing must be replaced immediately. Signs may only be removed after fencing has been removed, per the project's tree protection plan. 7. For questions and more information on these specifications and instructions, please contact Urban Forestry Services I Bartlett Consulting (UFSIBC) at 1(360)399-1377. 11" x 1 ]- full color Time Protection Fenoing: weather resistant sign Not to scale or spec. placetl every 15' along "t see tree protect on plan the fence line for details n\ r Urban Forestry Services I Bartlett Consulting • A Division of the F.A. Bartlett Tree Expert Company 15119 McLean Road, Mount Vernon, WA • 1(360)399-1377 • www.urbanforestryservices.com TREE PROTECTION ZONE AND SIGNAGE 3" = 11-011 _:ram r r".i:o-�-� rr•••••.....�p... _ _�� v�� •-♦rr•. • •..........� �._-_.___�____---.-.--� �:.:......._.....-_-_•_•_-_._._______.-.-.-��.:.:......._._.....-_•_-_•_•_�_�_•_rrr♦♦........... _._ y � •"r . ter... - 1t11Id U•♦♦♦♦♦♦♦♦..U♦•t�'<.�•♦•♦♦♦•♦♦••••••♦•♦♦♦♦1♦♦♦ nit•♦.♦.�♦...•♦♦♦1a•.♦♦•• ywr:♦. r ♦ • •♦�•�.�iiiii DO_li!ii Lt_�1_!�!�1�2i!�!O-�!�!J-•!�!�•iiii ••iii0•ii00•iii! . clearance as ♦♦•i _ �•�•i•�i�'�'�'�•�i��e� w�i+i is i•�•� �•�•�•�•�•�•�•� �•�•i �•�•�•i �•�•ii•�•i•�•�•1•♦• /••••• �Af_LAA♦- �1_J .ARw} �� • .1 I• 1 1 1 1 ♦ / - i` i `i i i ii : ♦ ��!i: ii R�n i •ii �•i iii ii• i i�i �iiiit , - . • • .: .. •. •nstructi•' o •ii ♦! i�'i� �.•i• •�•������� ���� • • ,�••^.,•:...;.w:a..::..,.::•:::::.Q:.......���Ot 4!♦!♦!O57 aafwrd`r+if� •9.w•i�! .. • _ _ .• -!''!!:a.�1 ::°:'moo•♦ ....:: ...' A _ ` ij�'s i ° • • \ 1•♦••• �♦••• �••♦•••••�• �•♦♦♦♦♦•�•�♦ �:yit II / � •�ji�%i � ♦�•iiiiii%ii ��ii Yi i'♦ai°i•Lry Cq -- (►A ' o I • ��i ��� .♦♦ III r '_' � �., a'��'� • En ©- III � . / � 1' '%`' 1t! • I CON .❖. CONC r l CPP I II w�• 41 .•3 1 1♦ .� u •• ♦♦� .♦O ' •T1 • 07 • .cs i7 Qr 1 yr` 1 • rft,•�♦' tl"'I �`, �! , r'j • ♦ • •A 1 1 Y/ s �r III � / / ,.. ....•, l�l � i � � �i11... _ � _ 1' � � . ♦i• �RtrR�•`t♦ 1. 11 v • ♦ r iI UJ Lu BARK/DI•T ��J �ri♦'1 (1 •a •. • .I LO 119 ilk �� �..Illri�, hr �'� e . ., 1 •• I� �. _ i1t • A � n.1 • • `\ - i existing landscape 52" ATCH.ONLY proposed, refrain from echanical grubbing within the .. .. .. 0 1 /0 loos-a�mend, and mix soils, taking care n E ' 12" METAL' • •• • ,•to damage or destroy roots. N, 12" MFTAL• 1 and 31. Symbols: (Approximate location) Areas of Expected Significant Change Based on improvement areas shown on preliminary Architectural and Landscape plans provided by Hewit and Graham Baba. See Arborist Report for details and explanations Inventoried and Assessed Tree Recommended Action O Retain - Protection Required X Remove - Direct Impacts (Tree 38 is recommended for removal due to poor condition) Tree Protection Recommended Treatments * See the attached Tree Assessment Tree Protection Fencing Matrix for individual tree details. 1 Specified Tree Protection Zone (STPZ) See the Attached TPZ Explanation for details. 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W W W W ` V W AC.P � --rit_ - - I CH.ON LY W W AT _ TREES 1-6 ARE IN S 3RD ST ROW W i50 - 4' STONE, "PIAllA" MVJ-6 ---- - MIC 23e 04 'fD 2811 AND NOT COUNTED TOWARDS TREE W, 6" CPP C8 72731 LID 37.00 349 I 36.09 E LEV 36 .69 ® TOP OF VC RIM 3 8.44 MH 72 RIM EDIT E, 12" METAL SD CONIC IE 35.2 NW, RENTENTION CREDITS N, 12" METAL RIM 35.99 IE 34.3 W, 6 C Aspillil " CONC SIG Symbols: (Approximate location) - Areas of Expected Significant Change Inventoried and Assessed Tree Tree Preservation Zones (TPZ)' - Based on improvement areas shown on p Expected Impacts Calculated Tree Protection Zone CTPZ preliminary Architectural and Landscape ( ) plans provided by Hewit and Graham Baba. 0 Direct See Arborist Report for details and O Major Generalized canopy spread explanations Critical Root Zone (CRZ) O Minor * See the attached Tree Assessment O Negligible *See the attached Tree Preservation ' = Map Extent Matrix for individual tree details. • none Zone Explanation for details.:: 08/13/2024 topographic survey base plan overlay produced by KPG and provided by the City of Renton. 2023 Aerial imagery retrieved from King County GIS Portal - L7 v h h E •j L J 3 lym� � U m to � '•Qm z ��o O t �� � N NOTES Il H a w m>� � w 1. REFER TO ARBORIST REPORT INCLUDED WITH BID PACKAGE. = 2. PROVIDE TREE PROTECTION FENCING PER TREE PROTECTION SITE PLAN. 3. TREE REPLACEMENT IS NOT REQUIRED ON THIS PROJECT SINCE THE PROJECT MEETS THE 30% TREE RETENTION MINIMUM. oR 40 TREE CREDITS REQUIRED 112.5 TREE CREDITS PROVIDED N O , LL C= E Qi Q E � N � N W � , O N U uj r DO O a' M o �� m N N c) H N0� © Urban Forestry Servicesl Bartlett Consulting -A Division of The F. A. Bartlett Tree Expert Company, October 2024. These documents have been prepared specifically for the above -named project. They are not suitable for use on other projects, or in other locations, and/or without the approval and participation of the The F.A. Bartlett Tree Expert Company. Pacific Northtbwest`` TA-06 d 0, '' E a o •� J g IYm� U O1 m n M 0Qn N i Z d -m N E.'D. m 1 w m>� to zo 'o -O m Q i c to Q� E Q� C: 0 E M U) N N (6 -0 I_ W to N CD 5 CO E O m N N co H N� © Urban Forestry Servicesl Bartlett Consulting -A Division R 4 3 34 2 5 The F. A. Bartlett Tree Expert r Company, October 2024. These documents have been prepared specificallyfor yare of suitable IN COMPLIANCE WITH CITY OF RENTON STANDARDS project. They are not suitable for use on other projects, or in other locations, and/or without the approval and participation of the The F.A. Bartlett Tree Expert CURRENT PLANNING Company. i t DEVELOPMENT ENGINEERING ' Pacific NhweISA amorganroth orts08/12/2025 asG msippo 08/13/2025 TA-04 H E W ITT SURVEYED SCALE VERTICAL: NAVDATE D 1988 RENTON MARKET &PIAZZA HORIZONTAL: NAD 1983/1991 CITY O F FIELDB 25 DESIGNED: PER PLAN CIVIL CONSTRUCTION PERMIT PAGE: 106 Lenora Street � FIELDBOOK Seattle, WA 98121 DRAWN DATUM 0M IN RENTON ONE INCH DRAWING NO: f� (206) 624-8154 iv CHECKED: F NOT O SCALE L� 02 IF NOT ONE INCH • SCALE ACCORDINGLY Planning/Building/Public Works Dept. TREE RETENTION PLAN - PIAZZA info@hewittseattle.001'1'1 NO. REVISION BY DATE APPR APPROVED: SHEET: OF 25 61 N co C) C) CD CD N M M O r) w I I L------ NOTE: FULL CONCRETE ROAD PANEL RESTORATION REQUIRED WHERE EXISTING CONCRETE ROADWAY IS DISTURBED. REFER TO CIVIL DWGS LIMIT OF WORK � a MATCH LINE, SEE SHEET L0.12 SELECTIVE DEMOLITION KEY PLAN - MARKET 1 " = 1 0'-091 �` 4 M. P 0 4 PVC o U1 97 \NCIS CAP� CONCRETE CUTTING LEGEND DEMOLITION NOTES 1. TRANSPORT SALVAGED ITEMS TO THE CITY OF RENTON MAINTENANCE SHOP REMOVE AT EXPANSION JOINT LOCATED AT 107 WILLIAMS AVE N, RENTON, WA 98057. 2. SALVAGE EXISTING TRASH RECEPTACLES. SALVAGED TRASH RECEPTACLES ARE SAWCUT AT NEAREST JOINT TO BE REFURBISHED, REPAINTED (COLOR TBD), AND REINSTALLED PER THE LOCATIONS SHOWN ON THE MATERIALS AND LAYOUT PLANS. SAWCUT NOT AT A JOINT 3. REFER TO SHEET L4.02 AND CIVIL DRAWINGS FOR EXTENTS OF EXISTING IRRIGATION SYSTEM TO BE DEMOLISHED. 4. REFER TO ELECTRICAL DRAWINGS FOR EXTENTS OF EXISTING ELECTRICAL SYSTEM TO BE DEMOLISHED. H E W I TT SURVEYED SCALE: VERTICAL: NAVD 1988 DESIGNED: PER PLAN HORIZONTAL: NAD 198311991 CITY OF ANIlms 106 Lenora StreetWWR Seattle, WA 98121 DRAWN' ONE INCH DATUM RENTON (206) 624-8154 CHECKED: AT FULL SCALE IF NOT ONE INCH info@hewittseattle.Con'1 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY Planning/Building/Public Works Dept. Q P 0 5' 10, I I I I I I SS �I I I I I I I R-433426 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E VELOPMENT ENGINEERING msippo 08/13/2025�01 RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT SELECTIVE DEMOLITION PLAN - MARKET I I I I I I I I I I I I I I I DATE: 07/16/25 FIELDBOOK: PAGE: DRAWING NO: LOA 1 SHEET: OF: 26 61 M M N O O O LO N A, N co O O O O 4 N TIA ril M M O I u U U W ~ GP GP U / LLI Z �Q V O J NOTE: FULL CONCRETE ROAD PANEL RESTORATION REQUIRED WHERE EXISTING CONCRETE ROADWAY IS DISTURBED. REFER TO CIVIL DWGS - 1-7, - REFER TO CIVIL PLANS FOR EXTENT OF WORK ON SOUTH 3RD STREET ROW a EXISTING TRASH I a REFURBISH AND REINSTALL AT ° 0 CATIONSAME LO SALVAGE 9 ° e° 4 . a EXISTING L0�14 I a -, -• -,. a\° - PLAQUE#3 �4 a a - ° a ° a a 4 a g 4 4. . °l 4a S0ALVAGE 1 EXISTING I S REC D, ."° - ( . � 0 ° aa. a PLAQUE#4 L0.14 - a. 4 14 a - W� W . . . . . . . . . . . . . . . . a. � r � 4 I QQ WwW .W W W WWw. SALVAGE EXISTING TRASH RECEPTACLE PER 3 ss SALVAGE EXISTING PLANS• a PLAQUE #1 L0.14 W a SALVAGE EXISTING 'STONE SIGN #1 'r . rrr ---_w_---w_w���_ - _ rrr .W W .. ..... .. rrr SELECTIVE DEMOLITION KEY PLAN - PIAZZA 0 10, 20' 1 " = 101-0" (1) M. P p, PVC mCIOad b�T0� U1 o o c� Fp 97 EXP.13 PQ`G LANDSCAPE CONCRETE CUTTING LEGEND DEMOLITION NOTES REMOVE AT EXPANSION JOINT 1. TRANSPORT SALVAGED ITEMS TO THE CITY OF RENTON MAINTENANCE SHOP R-433427 LOCATED AT 107 WILLIAMS AVE N, RENTON, WA 98057. IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAWCUT AT NEAREST JOINT 2. SALVAGE EXISTING TRASH RECEPTACLES. SALVAGED TRASH RECEPTACLES ARE TO BE REFURBISHED, REPAINTED (COLOR TBD), AND REINSTALLED PER THE LOCATIONS SHOWN ON THE MATERIALS AND LAYOUT PLANS. DEVELOPMENT ENGINEERING SAWCUT NOT AT A JOINT 3. REFER TO SHEET L4.02 AND CIVIL DRAWINGS FOR EXTENTS OF EXISTING IRRIGATION SYSTEM TO BE DEMOLISHED. msippo 08/13/2025 4. REFER TO ELECTRICAL DRAWINGS FOR EXTENTS OF EXISTING ELECTRICAL SYSTEM TO BE DEMOLISHED. H E W I TT SURVEYED: SCALE: DATE: VERTICAL: NA 1 8311 RENTON MARKET & PIAZZA HORIZONTAL: NAD 1983/1991 CITY O F FIEL BOO DESIGNED: PER PLAN N CIVIL CONSTRUCTION PERMIT PAGE: � FIELDBOOK: 106 Lenora Street Seattle, WA 98121 DRAWN' uATUM RENTON ONE INCH DRAWING NO: (206) 624-8154 CHECKED: F NOT ONE INC LO 12 IF NOT ONE INCH • SCALE ACCORDINGLY Planning/Building/Public Works Dept. SELECTIVE DEMOLITION PLAN - PIAZZA SHEET: OF: info@hewittseattle.001'1'1 NO. REVISION BY DATE APPR APPROVED: 27 61 A, u M O O O 4 N Q J N co O O O O I N TIA ril M M O r) W 3 ENLARGEMENT 7 1 /4 = 1 -0 ENLARGEMENT 6 1 /4„ = 1'-019 �144 M. P p� PVC mad b�T0� U) o o CO Fp 97 PQ`G �'gNDSCAPE ---�-- -- • MARKET SIDE SEWER 1 /4" = 1'-0" O ,I CONCRETE CUTTING LEGEND REMOVE AT EXPANSION JOINT SAWCUT AT NEAREST JOINT SAWCUT NOT AT A JOINT O R-433428 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E VELOPMENT ENGINEERING msippo 08/13/2025 ul H E W I TT SURVEYED: SCALE: DATE: VERTICAL: NAVD 8311 RENTON MARKET & PIAZZA HORIZONTAL: NAD 1983/1991 CITY O F FIEL BOO DESIGNED: PER PLAN s CIVIL CONSTRUCTION PERMIT PAGE: � FIELDBOOK: 106 Lenora Street DRAWN: RENTON Seattle, WA 98121 ONEINCH DATUM SELECTIVE DEMOLITION PLAN ENLARGEMENTS - DRAWING NO: (206) 624-8154 CHECKED: IFF NNOT SCALE L0•13 NOT ONE INCH info@hewittseattle.Com NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY Planning/Building/Public Works Dept. MARKET SHEET: 28 0F: 61 M M N O O O LO N A, u CD 0 0 0 N Q J N co O O O O I N rrid ril ,ham - - �( lr - - - �h9:J�r e,.v•o 'A r r`i.)...r v"�' +..- _ �.,:.:. /.. ��.'\ — - ti .,,.. ,y,� ,�}1 R X.r i �aee - >. • - �., ` � _ , 'mow. � ill t_ v �: „R' �.�. • w3i'. ��.�.'� hn r r ,� ^W ; L:��Z �F'� ~ r . � . PA tr h . r \ 1 41'\ . - � - _ - - -__ - . -. ems'^l • .. _ _ _ �• _; - � k � MENEM Illiu�� "� IIIIIII -: :• • ` NONE 0 IMINEW-01111 MEMO I ME �t,: •I �� �••, • : - ■4� i� •mil` � • ; • rm wllwm� MA yi+ _ - L I � CONCRETE CUTTING LEGEND REMOVE AT EXPANSION JOINT NOTE: FINISH GRADES TO BE O ADA COMPLIANT SAWCUT AT NEAREST JOINT 1/4" GRIND CORNER SAWCUT NOT AT A JOINT EXISTING CONCRETE PAVING a. a. n a •�� TO BE REMOVED 1 Qa °°°° R-433429 EXISTING CONCRETE PAVING o °° ° ° TO REMAIN �� - — °° IN COMPLIANCE WITH CITY OF RENTON STANDARDS SAWCUT AT EXISTING CONCRETE ENLARGEMENT 4 ENLARGEMENT 1 DEVELOPMENT ENGINEERING w1mik 311 = 1 1-011 (: ) 1/411 = 11-011 1/4" = 11-011 msippo 08/13/2025 w SURVEYED SCALE* RENTON MARKET &PIAZZA DATE: H E W I TT NAVD /i HORIZONTAL:�NAD 1983/1991 07/16/25 N DESIGNED: PER PLAN CITY O F o o 106 Lenora Street DRAWN: CIVIL CONSTRUCTION PERMIT PAGDBOOK: RENTON + ,ti Seattle, WA 98121 ONEINCH DATUM SELECTIVE DEMOLITION PLAN ENLARGEMENTS - p ((� DRAWING NO: ys Q 8 ,I�16 •2•` / CHECKED: AT FULL SCALE F 97 EX?- (� (206) 624-8154 Planning/Building/Public Works Dept. LO 14 O Q- IF NOT ONE INCH • 4ANGScA.p P NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLYPIAZZA SHEET: OF: info@hewittseattle.com2s 61 M r) Lu fc MATERIALS NOTES 1. ALL PEDESTRIAN PAVEMENTS SHALL BE SEALED WITH A MATTE FINISH PENETRATING SEALER. REFER TO SPECIFICATION 033525. 2. CLEANED EXISTING PAVEMENT WILL BE THE BASIS OF COMPARISON FOR MOCK-UPS OF CONCRETE TYPES 2A, 2B, AND 2C. 3. AVOID DISTURBANCE OF EXISTING TREES PER ARBORIST RECOMMENDAITONS. REFER TO ARBORIST REPORT FOR EXTENT OF EXISTING TREE CRITICAL ROOT ZONES. 4. AVOID DISTURBANCE OF EXISTING IRRIGATION TO REMAIN, REFER TO IRRIGATION PLANS FOR EXTENTS. 5. REFURBISH SALVAGED DRINKING FOUNTAIN. INSTALL SHIMS AS NEEDED TO ENSURE FOUNTAIN IS PLUMB �,44 M. P p� PVC Od b�T o U) o o c� oti O Fp 97 EXP. C. O O 4 gNOSCp, O GP O GP (645 S LIMIT OF WORK 2A SEWER, SEE CIVIL GAS METER ASSEMBLY J REFURBISHED PA PLANTING AREA TO ' MATCH CURRENT 0 0 0 EXTENTS. MAINTAIN CURB AND a ROADWAY PER CIVIL � Ii� i �I. 4 DRIVEWAY, SEE CIVIL i000 %� � I REFER TO ARCH DWGS FOR ENCLOSURE _ / 1 " = 10'-0" MATERIALS LEGEND - MARKET TYPE 1 NEW CIP CONCRETE PAVEMENT WITH 1 CITY OF RENTON STANDARD SIDEWALK SCORING AND FINISH TYPE 2A NEW CIP CONCRETE PAVEMENT WITH 3 1 INTEGRAL COLOR AND SEALED MEDIUM L5.01 2'4 TOP -CAST FINISH. COLOR: REFER TO NOTE 2 L3.04 THIS SHEET. TYPE 2C NEW CIP CONCRETE PAVEMENT WITH 1 INTEGRAL COLOR AND SEALED MEDIUM 2C L5.01 TOP -CAST FINISH. COLOR: REFER TO NOTE 2 THIS SHEET. EXISTING CIP CONCRETE PAVEMENT TO 1 PLANTING AREA. SOIL MIN. 18" DEPTH AND 3 REMAIN. CLEAN SURFACE, SEE NOTE 2. REMOVE / PA \> INCREASED TO 36" DEPTH AT TREES, WITH 2" AND/OR GRIND SMOOTH ANY ATTACHED L3.04 ORGANIC MULCH - SEE SPEC SECTION 32 91 20 ELEMENTS EXISTING TREE TO REMAIN. PROTECT IN PLACE WITH PREFABRICATED METAL PLANTER, BASIS OF 4 O CITY STANDARD TREE PROTECTION. REFER TO L0.01 DESIGN: TOURNESOL'WILSHIRE' WITH PAINTED MILD STEEL FINISH `, FOR TREE REMOVALS, PROTECTION MEASURES, AND (2) @ 2' x 2, x 8' ,,` CALCULATIONS (2) @ 2'x 2'x 10' F11--�� �D R-433430 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/13/2025 H E W I TT SURVEYED SCALE DATE VERTICAL: NAVD 8311 RENTON MARKET & PIAZZA HORIZONTAL: NAD 1983/1991 CITY O F FIELDB O 25 DESIGNED: 988 PER PLAN N CIVIL CONSTRUCTION PERMIT PAGE: � FIELDBOOK: 106 Lenora Street Seattle, WA 98121 DRAW": ONE INCH I I DATUM RENTON DRAWING NO: (206) 624-8154 CHECKED: AT FULL SCALE L 1 01 �y� NO. REVISION BY DATE APPR A EACCORNOT ONE ACCORDINGLY MATERIALS PLAN - MARKET info@hewittseattle.com APPROVED: SCALE ACCORDINGLY Planning/Building/Public Ing�PUbIIc Works Dept. SHEET: OF: 30 61 M NO O O LO N L, u N co O O O O I N TIA ril MATERIALS NOTES L 3 9 2A 3 9 5 1 1712A 3 - 4 1. ALL PEDESTRIAN PAVEMENTS SHALL BE SEALED WITH A PROPERTY LINE ° 1 MATTE FINISH PENETRATING SEALER. REFER TO MATCH LINE, SEE SHEET L1.01 SPECIFICATION 033525.R° 2. CLEANED EXISTING PAVEMENT WILL BE THE BASIS OF -r S COMPARISON FOR MOCK-UPS OF CONCRETE TYPES 2A o ° a S 'RECO Q SS RECORD) 2B AND 2C. �r a 14 1 { d rrrr d4 ° 1 _ 1 °-r---------- 3. - - - - - - - - .- - - � - .-• - I� F ° - - "% 41 ° .ICJ AVOID DISTURBANCE OF EXISTING TREES PER I_ ARBORIST RECOMMENDAITONS. REFER TO ARBORIST ; , a ° SALVAGED AND, �� • r� REPORT FOR EXTENT OF EXISTING TREE CRITICAL 4 :� b- a REFURBISHED ROOT ZONES ° " ; a ° ° a �� ; TRASH RECEPTACLE p; 4. AVOID DISTURBANCE OF EXISTING IRRIGATION TO a'_-=--- 4 °" '�•- ° ° a -�- FILL EXISTING BASINS TUMPERY TE, FLUSH 4 REMAIN, REFER TO IRRIGATION PLANS FOR EXTENTS. a ° �° L�O2 S WITH CONCRETE, a o TO TOP OF EXISTING 5. REFURBISH SALVAGED DRINKING FOUNTAIN. INSTALL 4 .a L5.02 4 ° ;� . CONCRETE. ENSURE SHIMS AS NEEDED TO ENSURE FOUNTAIN IS PLUMB ! o U) Lu Q Z �Q V O PROTECT EXISTING PLANTS AND SOIL IN MEDIAN DURING INSTALLATION OF NEW VEHICULAR PAVEMENT LIMIT OF WORK 6A TYP 6B TYP 2B 2A in MATERIALS PLAN - PIAZZA 1vi= 01-OVI 0 �!G �\44 M. PoCIO iVC\ o0 oT 0 U) CO n�ys�n 0897 Ex?. 00 MATERIALS LEGEND - PIAZZA 1 L5 01 2A o 2B 1 2C L5.01 2c ) TYPE 1 NEW CIP CONCRETE PAVEMENT WITH CITY OF RENTON STANDARD SIDEWALK SCORING AND FINISH TYPE 2A NEW CIP CONCRETE PAVEMENT WITH INTEGRAL COLOR AND SEALED MEDIUM TOP -CAST FINISH. COLOR: REFER TO NOTE 2 THIS SHEET. TYPE 2B NEW CIP CONCRETE PAVEMENT WITH INTEGRAL COLOR AND SEALED MEDIUM TOP -CAST FINISH. COLOR: REFER TO NOTE 2 THIS SHEET. TYPE 2C NEW CIP CONCRETE PAVEMENT WITH INTEGRAL COLOR AND SEALED MEDIUM TOP -CAST FINISH. COLOR: REFER TO NOTE 2 THIS SHEET. EXISTING CIP CONCRETE PAVEMENT TO REMAIN. CLEAN SURFACE, SEE NOTE 2. REMOVE AND/OR GRIND SMOOTH ANY ATTACHED ELEMENTS HEWITT 106 Lenora Street Seattle, WA 98121 (206) 624-8154 info@hewittseattle.com 0 4 3 5 L5.01 4 A C6A L5.01 5 L5.01 6B � O 7 o NO. 10 ) � 2B �� 4 CIP CONCRETE FLUSH PLANTER CURB TYPE 1 WOOD TOPPED SEATING STRUCTURE: BASIS OF DESIGN: 20' 0 COLUMBIA CASCADE "ROUND PLATFORM SEAT" TYPE 2A WOOD TOPPED SEATING STRUCTURES BASIS OF DESIGN COLUMBIA CASCADE "ROUND PLATFORM SEAT" WITH 72" 0 BOTTOM TIER, 36" 0 UPPER TIER TYPE 2B WOOD TOPPED SEATING STRUCTURES BASIS OF DESIGN COLUMBIA CASCADE "ROUND PLATFORM SEAT", 48" O MAST LIGHT POLES, SEE ELECTRICAL PLANS. COLOR BE "RAL 9005TX" CATENARY LIGHT POLES, SEE ELECTRICAL PLANS. COLOR BE "RAL 9005TX" 10 S 3RD STREET C) L5.02 L5.02 1 10 L3.06 POROUS FLEXIBLE SURFACE SOIL CELLS 1 PLANTING AREA. SOIL MIN. 18" DEPTH AND L3.04 C�A) INCREASED TO 36" DEPTH AT TREES, WITH 2" ORGANIC MULCH - SEE SPEC SECTION 32 91 20 2 WWwW. L SODDED LAWN F_ °4 4 2B � � 2A ) � 3 EXISTING TREE TO REMAIN. PROTECT IN PLACE WITH CITY STANDARD TREE PROTECTION. REFER TO L0.02 FOR TREE REMOVALS, PROTECTION MEASURES, AND CALCULATIONS R-433431 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/13/2025 SURVEYED: SCALE: DATE: VERTICAL: NAVD RENTON MARKET & PIAZZA HORIZONTAL: NAD 19831183/1991 CITY O F FIELDB O DESIGNED: PER PLAN s CIVIL CONSTRUCTION PERMIT PAGE: � FIELDBOOK: DRAWN: RENTON ONE INCH DATUM DRAWING NO: CHECKED: AT FULL SCALE L1.02 REVISION BY DATE APPR A EACCORNOT ONE ACCORDING' MATERIALS PLAN - PIAZZA APPROVED: SCALE ACCORDINGLY Planning/Building/Public IIIg�PUbIIc Works Dept. SHEET: OF: 31 61 M O LO N A, u ra GRADING NOTES M 1. REFERENCE CIVIL SHEETS FOR ALL HARDSCAPE c:) GRADING. 2. CALL THE UTILITIES UNDERGROUND LOCATION Q CENTER FOR FIELD LOCATION OF ALL UTILITIES. W DO NOT PERFORM ANY EXCAVATION OR OTHER GRADING OPERATIONS PRIOR TO THEIR LOCATION. 3. SLOPE FINISHED SURFACE A MINIMUM OF 2% AWAY FROM THE BUILDING ON ALL SIDES UNLESS NOTED OTHERWISE. 4. COORDINATE FINE GRADING AND SURFACE DRAINAGE WITH LANDSCAPE INSTALLATION. SEE MATERIALS PLANS AND ARCHITECTURAL PLANS FOR HARDSCAPE, LANDSCAPE FEATURES, AND PLANTING AREAS. �\N M. P 0CIO� PVC � ad b�' 001 U) o o CO Fp 97 EXP. PQ`G �ANOSCp, 36.80 ' I 37.00 I 37.20 37.40 I REFER TO CIVIL PLANS FOR EXTENT OF WORK ON SOUTH 3RD STREET ROW GRADING PLAN - PIAZZA 1 11 = 1 0'-01' 1 I 1 S 3RD STREET LEGEND - GRADING - -- XXX.XX PROPOSED ELEVATION XXX.XX SURVEY REFERENCE ELEVATION, SEE CIVIL • HP XXX.XX HIGH POINT OF SOIL ELEVATION f LP XXX.XX LOW POINT ELEVATION XX % PROPOSED SLOPE — — — — — — — — — — ■ PROPERTY LINE 0 5' 10, h, 139.01I .I I I' ?138.47 l/ /^I v / Iw / > i `I LLI Iz ILL I� I� 138.60 138.80 :1 38.60 38.48 I I I R-433432 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E ELOPMENT ENGINEERING msippo 08/13/2025 ' H E W I TT SURVEYED: SCALE: DATE: VERTICAL: NAVD 8311 RENTON MARKET & PIAZZA HORIZONTAL: NAD 1983/1991 CITY O F FIELDB O 25 DESIGNED: PER PLAN N CIVIL CONSTRUCTION PERMIT PAGE: � FIELDBOOK: 106 Lenora Street Seattle, WA 98121 DRAWN' DATUM RENTON ONE INCH IVI DRAWING NO: /� (206) 624-8154 CHECKED: F NOT O E INC L2 02 �y� NO. REVISION BY DATE APPR A EACCOR ACCORDINGLY GRADING PLAN - PIAZZA info@hewittseattle.Co111 APPROVED: SCALE ACCORDINGLY Planning/Building/Public Works Dept. SHEET: OF: 32 61 A, u M 194- O 4 J co O O i N TIA M M O r) W (;P 1 r)1 LIMIT OF WOR �,44 M. P p� PVC �CIOad b�'o� U1 o o CO Fp 97 EXP. PQ`G �'gNDSCAPE PROPE PLANTING PLAN - MARKET - TREES + GC 1'1 = 10'-01 1 PLANTING NOTES 1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION. 2. ALL IN -GRADE PLANTED AREAS TO RECEIVE PERMANENT IRRIGATION. 3. AIRATE AND APPLY SLOW RELEASE FERTILIZER AT ROOT ZONE OF EXISTING TREES TO REMAIN PRIOR TO INSTALLATION OF FLEXIBLE POROUS SURFACING. 4. REFER TO DETAIL L3.05/7 FOR 2-SPECIES GROUNDCOVER PLANTING DETAIL. H E W I TT SURVEYED: SCALE: VERTICAL: NAVD 1988 DESIGNED: PER PLAN HORIZONTAL: NAD 198311991 CITY OF ANIIIms 106 Lenora Street Seattle, WA 98121 DRAWN' DATUM RENTON ONE INCH I V I (206) 624-8154 CHECKED: AT FULL SCALE IF NOT ONE INCH info@hewittseattle.Con'1 NO. REVISION BY DATE APPR APPROVED: SCALE ACCORDINGLY Planning/Building/Public Works Dept. 0 5' 10' I R-433433 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING o DEVELOPMENT ENGINEERING amorganroth 08/12/2025 mSi O 08/13/2025 ' RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT PLANTING PLAN - MARKET - TREES + GC DATE: 07/16/25 FIELDBOOK: PAGE: DRAWING NO: L3.01 A SHEET: OF: 33 61 M M N O O O LO N A, u N co O O O O I N TIA ril M M O r) W GP 2' 9' LIMIT OF WOR PROPE PLANTING PLAN - MARKET - SHRUBS + PERENNIALS 111 = 10'-0" HEWITT 106 Lenora Street Seattle, WA 98121 (206) 624-8154 info@hewittseattle.com SS (REUUKU) 0 5' 10' PLANTING NOTES R-433434 1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION. IN COMPLIANCE WITH CITY OF RENTON STANDARDS 2. ALL IN -GRADE PLANTED AREAS TO RECEIVE PERMANENT IRRIGATION. 3. AIRATE AND APPLY SLOW RELEASE FERTILIZER AT ROOT ZONE CURRENT PLANNING DEVELOPMENT ENGINEERING OF EXISTING TREES TO REMAIN PRIOR TO INSTALLATION OF amorganroth FLEXIBLE POROUS SURFACING. 08/12/2025 msippo 08/13/2025 .0:1 4. REFER TO DETAIL L3.05/7 FOR 2-SPECIES GROUNDCOVER PLANTING DETAIL. SURVEYED: SCALE: DATE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 198311 RENTON MARKET & PIAZZA 3/1991 CITY O F 07/16/25 DESIGNED: PER PLAN CIVIL CONSTRUCTION PERMIT PAGE: � FIELDBOOK: DRAWN: RENTON _ _ + ONE INCH DATUM PLANTING PLAN MARKET SHRUBS DRAWING NO: CHECKED: AT FULL SCALIF NOT ONE E L3 01 B NO. REVISION BY DATE APPR AEACCOR ACCORDING' PERENNIALS • APPROVED: SCALE ACCORDINGLY Planning/Building/Public Works Dept. SHEET: OF: 34 61 M M N O O O LO N A, u N co O O O O I N TIA ril M D U U ) u MATCH LINE, SEE SHEET L3.01A O _ YD SOLID COVER � _ SPU P, Lu S HEADER(RECORD) 3.g SE, g" IRON S 'RECORD 1.11 SS SPU W, 12° i 0 X ' \ SPU W 66" ; SPU W 51.5" ' PROPERTY LINE-- - -, --- / `i DASHED LINE REPRESENTS ZONE WHEREIN NO PROPOSED TREES OR LIGHT POLE FOOTINGS ARE LOCATED. CLEAR AREA IS 10' FROM EDGE OF SPU WATER PIPES, 5' FROM SPU HEADER CABLE, TYP. O I� LIMIT OF WORK a N PLANTING PLAN - PIAZZA - TREES + GC ° 5' 10 1 " = 10'-0" I � � �,44 M. P p� PVC �ad b�'o� U) o o CO Fp 97 EXP. PQ`G LANDSCAPE PLANTING NOTES 1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION. 2. ALL IN -GRADE PLANTED AREAS TO RECEIVE PERMANENT IRRIGATION. 3. AIRATE AND APPLY SLOW RELEASE FERTILIZER AT ROOT ZONE OF EXISTING TREES TO REMAIN PRIOR TO INSTALLATION OF FLEXIBLE POROUS SURFACING. 4. REFER TO DETAIL L3.05/7 FOR 2-SPECIES GROUNDCOVER PLANTING DETAIL. R-433435 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING amorganroth � + 08/12/2025 msippo 08/13/2025 H E W I TT SURVEYED: SCALE: DATE: VERTICAL: NAVD 8311 RENTON MARKET & PIAZZA HORIZONTAL: NAD 1983/1991 CITY O F FIEL BOO DESIGNED: PER PLAN l CIVIL CONSTRUCTION PERMIT PAGE: � FIELDBOOK: 106 Lenora Street Seattle, WA 98121 DRAWN: u�Tun^ RENTON DRAWING NO: ONE INCH V (206) 624-8154 CHECKED: F NOT O E INC L3 02A IF NOT ONE INCH • SCALE ACCORDINGLY Planning/Building/Public Works Dept. PLANTING PLAN - PIAZZA - TREES + GC SHEET: OF: info@hewittseattle.001'1'1 NO. REVISION BY DATE APPR APPROVED: 35 61 M O O O LO A, �J CD M O O N Q J N co O CD i N TIA ril I GP PROPERTY LINE LLI Q z I Q I CD o � �1 I� LIMIT OF WORK O I I I I I m r7- w W-WLLW1� LLWy�\��yw .WLL'LL`. 10 'a- WWW Lu ARK ��... O -__� i I i�_-I- LANTING PLAN - PIAZZA - SHRUBS + PERENNIALS 1 if = 10'-0" PLANTING NOTES 1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION. 2. ALL IN -GRADE PLANTED AREAS TO RECEIVE PERMANENT IRRIGATION. 3. AIRATE AND APPLY SLOW RELEASE FERTILIZER AT ROOT ZONE OF EXISTING TREES TO REMAIN PRIOR TO INSTALLATION OF FLEXIBLE POROUS SURFACING. 4. REFER TO DETAIL L3.05/7 FOR 2-SPECIES GROUNDCOVER PLANTING DETAIL. �\44 M. Po PVC OO OT 0 CIO c O N o o *COoti � O Fp 97 EXP. 13 PQ`G O O 41NVE)SCAPE :IANIIII■i 106 Lenora Street Seattle, WA 98121 (206) 624-8154 info@hewittseattle.com SS (RECORD) MATCH LINE, SEE SHEET L3.01 B II M O O LO N A, u po of o-ft o°p6000=°°0 . - I® ,; OC O ® 0m O -� ® m 0 T I ir O•___- � tip - ° cy) 0 o CD ' LU 4 p A ® > N Q Q W� _wWWWWw_ W W...WWWW � .W.yW W ' 00 OW.WWLLW yWWLLWiWW.. yW �� .W. wLL::LLLLLL:yLLWLLy:LLLLLL:yLLWLLyLLWLLLL:yLLLLLLyLLLL o O \� r _w--_w.� w p .... ... -w............ ° 00 v� Z. — ��. W W W w w - -. ° O O® °gym S 3RD STREET Lu z El PI �- I D O o0 ` % N co CO CD i Q \ O 1 p OHO , ° (s 8 s OO y J— — — — — — — — — — — — — — — 0 5' 10, R-433436 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING LEOPMENTLENGINEERING amorganroth sippo 08/13/2025 08/12/2025 SURVEYED: SCALE: DATE: VERTICAL: NAVD RENTON MARKET & PIAZZA HORIZONTAL: NAD 19831183/1991 CITY O F FIELDBOO 07/16/25 K: DESIGNED: PER PLAN CIVIL CONSTRUCTION PERMIT PAGE: � FIELDB DRAWN RENTON ONE INCH DATUM DRAWING NO: CHECKED: AT FULL SCALE L3 02 B NO. REVISION BY DATE APPR A EACCORNOT ONE ACCORDINGLY Planning/Building/Public Works Dent PLANTING PLAN - PIAZZA - SHRUBS 1 PERENNIALS APPROVED: SCALE ACCORDINGLYN 1 SHEET: OF: 36 61 C'7 C'M N C) C) C) LO N A, u Cfl C'M C) C) C) I N Q D J N 00 C) C) C) C) I N rrid A M CM N O O O LO N A, u Cfl CM O O O I N Q D J N 00 O O O O I N Tid A \i C`7 1x SPACING M O� 00 0_v_�� PRIMARY GROUNDCOVER, r) N �� SEE PLANTING PLANS AND W O �Q�' PLANT SCHEDULE FOR O O Jig k 0 SPECIES AND SPACING 0 0 000 SECONDARY GROUNDCOVER, /SEE PLANTING PLANS AND o PLANT SCHEDULE FOR \O SPECIES AND SPACING M. P OR �VC� 0Z o N o CO Fp e7 EXP. LANDSCAPE OO,(0<L'/ 0 O�o (7� __'100 0 OD 00 c 0 00 -DO 0 0 0 OO O� SHRUB PLANTING DIAGRAM % 3/4" = V-0" 00000 00000o 00000 7 2-SPECIES GROUNDCOVER PLANTING DIAGRAM 3/4" = 1'-0" 1x SPACING PER PLAN v� + + + + ,+ + + + + + + �+ + i+ + 6 PERENNIAL PLANTING DIAGRAM 1 /2 = 19-019 1x SPACING BASE PLANTING AREA MAINTAIN SPACING OF GROUNDCOVER PLANTING IN DRIFT AREA DRIFT SPECIES PLANTED AT SPECIFIED SPACING, BETWEEND BASE SPECIES PLANTS DRIFT PLANTING EXTENTS Oc� PRIMARY GROUNDCOVER, c,= SEE PLANTING PLANS AND PLANT SCHEDULE FOR �} SPECIES AND SPACING SECONDARY GROUNDCOVER, SEE PLANTING PLANS AND PLANT SCHEDULE FOR SPECIES AND SPACING SHRUB PLANTING REPLACES INSTANCE OF PRIMARY GROUNDCOVER. SEE PLANTING PLANS AND PLANT SCHEDULE FOR SPECIES AND SPACING NOTES: 1. DIG PLANTING PITS DOWN AND OUTWARD SO THAT WATER WILL NOT COLLECT DIRECTLY BELOW ROOTBALL 2. SOAK PLANTING PIT PRIOR TO PLANTING 3. UNCOIL TWISTED OR CIRCULATING ROOTS PRIOR TO PLANTING. CUT OFF ANY PERMANENTLY KINKED ROOTS 4. REMOVE ANY AND ALL PLASTIC FROM ROOTBALL PRIOR TO PLANTING STAKING PER SPECS, TYP SET CROWN OF TREE 2" - 3" ABOVE 10, ±1s ,TYP. LEVEL OF EXISTING GRADE MULCH TYPE AND DEPTH AS PER ARBORIST SPECIFICATIONS. HOLD MULCH 3" CLEAR FROM TRUNK --- 3-4 HIGH MULCH SAUCER FINISH GRADE OF MULCH SCARIFY SIDES OF TREE PIT TO PREVENT GLAZING REMOVE ALL WRAPPINGS FROM TOP 1 /3 OF ROOTBALL. L LEAVE WIRE BASKET ON O , ' iILI iIJ i BOTTOM 2/3 OF ROOT BALL BACKFILL AND COMPACT SOILS AS PER SPECIFICATIONS MOUNT CENTER OF PLANTING PIT TO A 10" PEDESTAL FOR DRAINAGE; COMPACT TO SUBGRADE DENSITY. TREE PLANTING 1 1 /2" = V-0" U z Q n' m w O >J y O uj i PREVAILING WIND PARALLEL TO STAKING m z CENTRAL LEADER. DO NOT CUT. DO Q NOT PRUNE WITHOUT APPROVAL FROM LANDSCAPE ARCHITECT w U ATTACH STAKES WITH =\ DECOMPOSING TREE STRAPS OR APPROVED EQUAL, SEE SPECS. z LOCATE STAKES +/- 18" FROM Lw - TRUNK OF TREE > o m Q - TREE STAKES AS PER SPECS Q�CD FINISHED GRADE DECIDUOUS TREE STAKING - TYP. 3/4" = 1'-0" 2 TIMES DIA. MIN, WHEN PLANTED IN EXISTING 6" MIN. UNDISTURBED SOIL ALL ` ROOT BALL DIA. SIDES, TYP. I PRUNE TO REMOVE ONLY DEAD OR DAMAGED BRANCHES INSTALL 1" ABOVE CONTAINER DEPTH MULCH PER SPECS, HOLD BACK 2" CLEAR FROM STEM FINISH GRADE OF MULCH CONTROLLED RELEASE FERTILIZER GRANULES. PLACE PRIOR TO MULCH APPLICATION PROVIDE WATER SAUCER 2" HIGH AT ON -GRADE CONDITIONS IMPORT TOPSOIL PER SPECIFICATIONS CONTAINER PLANTS: SCORE ROOT BALL IN 3 PLACES TO 1/2" DEPTH IF ROOTBOUND NOTE: MOUND CENTER OF PLANTING REMOVE UNTREATED BURLAP FROM PIT TO A 6" PEDESTAL FOR TOP 1/3 OF ROOTBALL. REMOVE DRAINAGE, COMPACT TO TREATED BURLAP OR WIRE BASKETS SUBGRADE DENSITY COMPLETELY Pro INS SHRUB PLANTING 3/4" = 1'-0" GROUNDCOVER PLANTING 3/4" = 1'-0" SET PLANT AT NEW FINISH GRADE MULCH, FEATHER TO BASE OF PLANT FINISH GRADE OF MULCH CONTROLLED RELEASE FERTILIZER GRANULES, PLACE PRIOR TO MULCH APPLICATION IMPORT TOPSOIL PER SPECIFICATIONS R-433439 IN COMPLIANCE WITH CITY OF RENTON STANDARDS [msippo VELOPMENT ENGINEERING CURRENT PLANNING � .01 amorganroth R 08/13/2025 08/12/2025 H E W I TT SURVEYED: SCALE. DATE: VERTICAL: NAVD 83/1 RENTON MARKET & PIAZZA HORIZONTAL: NAD 198311991 CITY O F FIELDB O 25 DESIGNED: PER PLAN s CIVIL CONSTRUCTION PERMIT PAGE: 106 Lenora Street FIELDBOOK Seattle, WA 98121 DRAWN uATuu RENTON ONE INCH DRAWING NO: (206) 624-8154 CHECKED: FAT FULLNOTO ONE INCH L3 05 �y� NO. REVISION BY DATE APPR AEACCOR ACCORDINGLY PLANTING DETAILS info@hewittseattle.Co111 SCALE ACCORDINGLY Planning/Building/Public Works Dept. SHEET: OF APPROVED: 39 61 M O O LO A, u Cfl O O O N Q D J N 00 O O O N Tid ra M CM N O O O LO N A, u Cfl CM O O O I N Q D J N 00 O O O O I N Tid A GP M i —� O O GP O O LU GP EXISTING IRRIGATION WATER METER OGP INS m L-u EXISTING IRRIGATION PIPING AND SPRINKLERS IN THIS AREA ARE CONSIDERED ABANDONED AND NOT OPERATIONAL EXISTING IRRIGATION BACKFLOW PREVENTION ASSEMBLY AND VALVES A FIELD VERIFY EXISTING IRRIGATION CONTROLLER LOCATION WITHIN MARKET BUILDING. DESIGN AND INSTALL NEW SPRINKLER IRRIGATION IN THIS PLANTING AREA. LOCATE SPRINKLERS TO AVOID OVERSPRAY ONTO PAVEMENTS AND ARCHITECTURAL ELEMENTS WHILE PROVIDING HEAD -TO -HEAD COVERAGE OVER ALL NEW PLANTS. T 0 — I OU - ♦ n iFq MATCH LINE, SEE SHEET L4.02 4, T YJ — II 1 IRRIGATION PLAN - MARKET 1 If = 10'-011 �`N M. PMO,Q PVC a�l V�T 0 2 U1 o o Fp 97 EXP. 13 PQ`G O �AMOSCAPE 106 Lenora Street Seattle, WA 98121 (206) 624-8154 info@hewittseattle-com SS (RECORD) NO. .. 2' REVISION \ �P P OSS 771 �1GP 1 �' 00, GP doo, / I GP GP GP o I HAND -WATER NEW PLANTERS UNTIL HANDOFF TO OWNER U P 091 IT O GP GP P GPO O O GP P O GP �/ O G - G —� —. .,. I --——————————————————————————— — — — — —— ---0-- �I \ I IRRIGATION NOTES - MARKET 1. THE RENOVATION OF THE EXISTING IRRIGATION ON THIS PLAN IS DESIGN/BUILD BY THE CONTRACTOR. INVESTIGATE LOCATIONS OF EXISTING IRRIGATION EQUIPMENT AND CONFIRM OPERATION IN AREA NOTED FOR RENOVATION BEFORE DEMOLITION OR OTHER SITE PREPARATION ACTIVITIES DISTURB THE EXISTING IRRIGATION. 2. SELECTIVE DEMOLITION AND PROTECTION IS REQUIRED TO PREPARE THE EXISTING SYSTEM FOR RENOVATION. PREPARATION ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO: CUTTING AND CAPPING OF PIPES; CUTTING, LABELING AND SPLICING OF IRRIGATION CONTROL WIRES, AND MODIFYING WIRING AND PROGRAMMING AT CONTROLLER. THE FINAL RENOVATION OF THE SYSTEM SHALL RESULT IN AN OPERATION IRRIGATION SYSTEM FOR THE PLANTING AREAS NOTED WITHOUT LEAKS AT ABANDONED PIPE LOCATIONS. 3. CONFIRM AVAILABLE WATER PRESSURE AND FLOW, METER SIZE AND WATER SUPPLY SIZE. DESIGN AND INSTALL ONE OR MORE ZONES TO CORRESPOND WITH AVAILABLE PRESSURE, RESULT IN EXCESS PRESSURE LOSS, AND NOT EXCEED 5 FEET PER SECOND FLOW IN THE NEW PIPES. 4. MATCH THE VALVES, PIPING, SPRINKLERS, AND WIRING AS NOTED ON L4.02 AND THE SPECIFICATIONS. INSTALL, TEST AND RECORD NEW LAYOUT ON DRAWINGS IN ACCORDANCE WITH REQUIREMENTS IN 328400 PLANT IRRIGATION. SS (RECuRD) I SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE APPR APPROVED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 198311991 PER PLAN ONE INCH DAT U M AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY j 4 1 El SSA 2- w LU Q LU Z ry D m SS 0 5' 10, R-433441 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING � -r LESLOPMENT ENGINEERING amorganroth 08/12/2025 ippo 08/13/2025 [j] EER UTILITY 0,GAFOUR 08/13/2025 RENTON MARKET & PIAZZA D07/16/25 ATE: CITY OF FIELDBOOK: CIVIL CONSTRUCTION PERMIT PAGDB RENTON DRAWING NO: IRRIGATION PLAN - MARKET L4.01 Planning/Building/Public Works Dept. SHEET: oF: 41 61 M N O O LO N A, u M O 0 4 Q J N co O O 4 N TIA ril ,;I- IRRIGATION NOTES — PIAZZA M 1. IRRIGATION IMPROVEMENTS FOR THE PIAZZA REQUIRE RENOVATION TO AN EXISTING IRRIGATION SYSTEM. O CONFIRM THE LOCATION, OPERATIONAL STATUS, AND EXISTING IRRIGATION AT ZONE Al PROPERTY LINE ► CONDITIONS OF THE EXISTING IRRIGATION PIPING AND SERVICING TREES IS INTENDED TO FEATURES NOTED FOR RETENTION AND RECONNECTION. ROUTE AND SLEEVE NEW PIPE UNDER MATCH LINE SEE SHEET L4.01 Q REMAIN IN PLACE UNDER EXISTING - LJJ PROVIDE SYSTEM AS-BUILTS OR A SUMMARY PLAN PAVING. FIELD VERIFY LOCATION NEW PAVEMENT AS NECESSARY TO ��- -- --- �►������� CONECTTOEXISTINGIRRIGATION ��---------- -����-----------�-�-- DETAILING THESE CONDITIONS FOR REVIEW AND APPROVAL OF EXISTING IRRIGATION PIPES AND - - - - - 1 co PRIOR TO BEGINNING RENOVATION. THIS DOCUMENTATION I CONNECT TO NEW SYSTEM AS aS ,�ECO1D ° PIPING TO REMAIN IN PLACE I M WILL FORM THE BASIS FOR TESTING REQUIREMENTS FOR SHOWN. REPLACE VALVE WITH -- /� a ° ;' -TERMINQ, PROVIDEAL END OFALLMAINLINES, TYP. N RENOVATED COMPONENTS. NEW 1" AUTOMATIC CONTROL a °I. O I I \_ ° ----- - =-- v O 2. CONFIRM AVAILABLE WATER PRESSURE AND FLOW, METER VALVE AND WIRE TO NEW _ I O SIZE AND WATER SUPPLY SIZE AND SUBMIT A REPORT FOR CONTROLLER. '�� r' - - STATION STATION :�-: e I L0 REVIEW PRIOR TO INSTALLING THE IRRIGATION SYSTEM. 3. SELECTIVE DEMOLITION AND PROTECTION ARE REQUIRED _ TO PREPARE THE EXISTING SYSTEM FOR RENOVATION AND GPM VALVE GPM vALVE 9 TO ACCOMMODATE THE WORK OF OTHER TRADES. THESE g 8— - - - - 19.84 1 _ 2.08 1 _ ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO CUTTING AND STATION T ° ■ CAPPING OF PIPES, CUTTING, LABELING, AND SPLICING - - — - - — — - _ ---+a- J _ — _ — - — - REUSE EXISTING IRRIGATION CONTROL WIRES. PROTECTING PLANTING Oil W �.,�`, --- - �,,�` FOUNTAIN AREAS WHERE IRRIGATION PIPES AND FIXTURES WILL e ° o i PLUMBING GPM VALVE 4 RE USE EXIST ° TING , A , REMAIN IN PLACE DURING CONSTRUCTION.-LL.`.W.-.W \Z� a IRRIGATION a ,� PATHWAY TO I 4. INSTALL, TEST AND RECORD NEW LAYOUT ON DRAWINGS IN 9.58 1 LL y WWW WWLL-WW W WWy W W W W .W.W y ` , %� `w METAL ACCESS VAULT AT ° CONTROLLER °. ° I h PROVIDE ACCORDANCE WITH REQUIREMENTS IN 328400 PLANT w W W ' w LL O , ° IRRIGATION TO °° ° f ��.°. ��.°� .-. .�.°��.-. .°��.°. .- JUNCTIONS TO EXISTING e IRRIGATION. sTATION w _ _ w �� _ w _ AREA ° ° I °�� Al �� R �� THIS 5. LOCATE THE SUPPLY END OF EACH IRRIGATION LATERAL AT / IRRIGATION LINES. �� �, Wow ° E �` %a ^ a•° RENOVATED PLANTING AREAS. CUT AND PREPARE PIPES TO 02 I - w . . . - w - - VALVE AND �"'�� - ° P °w� �.��� w� PROVIDE GATE ��.�� °�i - I CEO ALLOW CONNECTIONS FOR EXTENDING NEW IRRIGATION GPM VALVE .-.y�'.y.'.�.'�'.'�'� i�'.�.'.'.i�';y.'.�.`�'.y� QUICK COUPLER AT \ \ i M INTO THESE AREAS. 8.08 1 . . . . . %W. TERMINATION OF MAINLINE. �, NEwsPRINKLERANDIRRIGATIONSHALL I �'_'.'_'_'�'_'�'_' w `��-�����-`� �`�����`w�� PROVIDE ADDITIONAL WIRE TO ��. ° ' ATTACH RAIN SENSOR ' ----- �� BE INSTALLED DOWNSTREAM of THE -' CONTROLLER FOR FUTURE TO LIGHT POLE ° EXISTING AND/OR PROPOSED DCVA ��������� ����������/� ������ ������� �����-�� °° / i STATION . y . y - . - SYSTEM EXPANSION. ° ANSIO - - ° O STATION Q w 031 a °� � ��`� �! INSTALL NEW MICROLINE a i �� .._w.� IRRIGATION AT NEW TREE. ° . . . . ° d �� al $ I W - - - - - - - GPM VALVE I .w W W. W W W W.W, l LL..WWWW WWWW. i yWWW y. EXISTING MICROLINE ° ° 1 6 J r PROVIDE WATER BAGS AT 9.93 1" �.�.�. �. �.-.�.�.�. . .�.�.�.� IRRIGATION TO BE a a9. a 4 NEW TREE DURING a W ° �� REMOVED. ° a p ° ��a GPM VALVE ESTABLISHMENT PERIOD 12.51 1" BUBBLERS Z STATION 04 ' ° , O ° a ° .. .. GPM VALVE ° a ,n 6.0 1 PIPING LOCATION SHOWN IS ° ° ! �. - - - i J DIAGRAMMATIC. INSTALL ALL .y. W .WW WWW W WW.y.WW I Lu STATION PIPING WITHIN LANDSCAPE AREAS ..�����.�.�.���������.���.�.�.�.� I 00 .� WHERE POSSIBLE. WHERE PIPING REPEAT COMMENT: 1" DCVA O LIMIT OF WORK Al REQUIRED FORBACKILOW MUST RUN UNDER HARDSCAPING, �, -- GPM VALVEPREVENTIONw w w w IROUTE AND SLEEVE AS NEEDED. I O - — "� W W W W W W W 5.78 1" �'�'w' � 11 . . / � -v - � � _ � .. _ .. � .. � � � W ° WW PROVIDE SUB -SURFACE STATION DRIP LINE PER SOIL CELL .... - - Lu .. % MANUFACTURERS .. 06 RECOMMENDATION AND - I � DETAILS TYP. GPM VALVE MM �� .`.'.'. .`.".'.`.".`. .`."....... �� RD)01 W DCVAW 15 w . y w I W ° e - - V- .. W .. y u W W W w W W 1. W w w W W W w W W W W W � w W W W ,. w W W W w W W W W _ .. W W .. .. W .. y W W W W W W W y W W W W y W W W r W y W W W � LL W. W y w W W W ° ° • � � 16 29 ° I° 0 . e W ° ° ° I ° a I I _IRRIGATION PLAN - PIAZZA 1 If = 10'-011 IRRIGATION LEGEND ° ° DRIP STATION 07 —J GPM VALVE 2.78 1" .STATION— —STATION - - FIND AND LOCATE EXISTING PIPING. - � - - OH O9 SERVICING ZONE A5 TO 3RD STREET ROW S 3 TREES. CONNECT TO NEW IRRIGATION GPM VALVE GPM VALVE SYSTEM. REPLACE VALVE WITH NEW 1" 7.04 1" 5.04 1" AUTOMATIC CONTROL VALVE AND WIRE TO NEW CONTROLLER. POC IRRIGATION POINT OF CONNECTION - ® — - — QUICK COUPLER - — SCH 40 PVC MAINLINE, SEE PIPE SIZING CHART RIGHT OF WAY 0 IRRIGATION CONTROLLER IN LOCKING, SCH 40 PVC LATERAL, SEE PIPE SIZING CHART GATE VALVE STAINLESS STEEL CABINET SCH 40 PVC SLEEVE (2X LINE SIZE, 4" MIN) U��In BACKFLOW PREVENTER Da BUBBLER ZONE KIT r SUB -SURFACE DRIP IRRIGATION ❑M MASTER VALVE AUTOMATIC CONTROL VALVE PROVIDE DRIP IRRIGATION SYSTEM AT 0 FLOW SENSOR BUBBLERS TREE SOIL CELLS WHERE SHOWN ON PLAN. (2 PER TREE AS SHOWN) RAINBIRD XFS SUB -SURFACE DRIPLINE HARD -WIRED RAIN /FREEZE SENSOR i _ EVENLY SPACED ±14"-18" IN PLANTERS (ONE PER CONTROLLER) J (18" MAX) WITH 0.6GPH EMITTERS @ 12" OC �!G �144 M. FOR iVC� co A, o N o CO Fys tiQ a Fp 9Z EXP.13 PQ`G �'4NDSCAPE RD STREET SPRAY HEAD KEY — BUBBLERS STATION — 10 GPM VALVE 5 1" STATION 11 STATION 12 GPM VALVE 16.09 1" STATION 13 GPM 13.32 VALVE 1" GPM 8_91 VALVE 1" DESCRIPTION / SYMBOL MPR RADIUS RANGE QUARTER THIRD HALF THREE FULL RAIN BIRD 1800-SAM-PRS QUARTER SPRAYHEADS W/MPR NOZZLES ® ® 5: 3-5 FEET 0 d A A 8: 5-8 FEET e 10: 7-10 FEET ® ❑ r 12: 9-12 FEET 15: 11-15 FEET NOTE: PROVIDE 12" POP-UP HEIGHT AT PLANTING AREAS AND 4" POP-UP HEIGHT AT LAWN AREAS. ROTOR IRRIGATION STATION TYPE 4.0 VALVE SEQUENCE # GPM VALVE AND CONTROLLER ID 14.0 1" VALVE SIZE GALLONS PER MINUTE H E W I TT SURVEYED: SCALE. VERTICAL: NAVD 1988 DESIGNED: PER PLAN HORIZONTAL: NAD 1983/1991 CITY OF ANIlms 106 Lenora Street Seattle, WA 98121 DRAW": ONE INCH I V I DATUM11%RENTON (206) 624-8154 CHECKED: AT FULL SCALE info@hewittseattle.Com NO. REVISION BY DATE APPR AIF NOT ONE INC. PPROVESCALE ACCORDINGLY Planning/Building/Public Works Dept. D — STATION- 14 GPM VALVE 13.27 1 " --—— — — — — — — J PIPE SIZING CHART SCH 40 PVC MAINLINE / LATERALS 1-1/2" MAINLINE GAL/MIN PIPE SIZE 0 - 10 3/4" 10 - 16 1" 16-26 1-1/4" R-433442 26 - 35 1-1/2" IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING � �' DEVELOPMENT ENGINEERING amorganroth 08/12/2025 mSlpp O 08/13/2025 ' WATER UTILITY ABDOUL GAFOUR 08/13/2025 RENTON MARKET & PIAZZA DATE 07/16/25 CIVIL CONSTRUCTION PERMIT PAGE OOK PAGE: DRAWING NO: L4.02 IRRIGATION PLAN - PIAZZA SHEET: OF: 42 61 M M O W IRRIGATION CONTROLLER IN METAL CABINET AND METAL PEDESTAL. INSTALL CONTROLLER, CABINET AND PEDESTAL PER MANUFACTURER'S RECOMMENDATIONS. CONCRETE PAD: MIN 6" THICKNESS FINISHED GRADE 3" SCH 40 PVC CONDUIT, FITTINGS AND SWEEP ELL 1" SCH 40 PVC CONDUIT, ` FITTINGS AND SWEEP ELL I_ FOR STATION WIRES FOR POWER SUPPLY WIRES TO REMOTE POWER SUPPLY WIRE VALVES AND RAIN SENSOR COMPACTED SUBGRADE NOTES: 1. ALL WIRES TO BE INSTALLED PER LOCAL ELECTRICAL CODES. 2. FIELD LOCATE WITH RESIDENT ENGINEER PRIOR TO INSTALLATION. COORDINATE LOCATION WITH ARCH AND MECH. 4 EXTERNAL PEDESTAL MOUNTED CONTROLLER 1 /2 - 1 -0 MIN. 18" WIDE TRENCH (OR AS REQUIRED TO ALLOW ADEQUATE COMPACTION OF BACKFILL) FINISH GRADE p DETECT -A -TAPE (BLUE) ABOVE uj �z MAINLINE ONLY, 6" BELOW 0 >_ � FINISHED GRADE, SEE SPEC z U)w cn ~ CO w z TRENCH BACKFILL SEE SPEC Lu Lu = N SCH 40 PVC LATERAL LINE o C)A wSCH 40 PVC MAINLINE j BUNDLE CONTROL WIRES 9-p UNDER MAINLINE ON OPPOSITE SIDE FROM SWING JOINTS (WHEN LATERAL AND MAIN SHARE THE SAME TRENCH) NOTE: TAPE CONTROL WIRES TOGETHER BUT DO NOT TAPE BUNDLED WIRES TO MAINLINE IRRIGATION TRENCH 1 1 /2" = V-0" NEW PAVEMENT FINISH GRADE DETECT -A -TAPE (BLUE & RED), 6" BELOW TOP OF TRENCH GRADE OVER EACH PIPE OR CONDUIT, SEE SPEC GRAVEL BACK FILL o TYPE 2 MINERAL AGGREGATE U (1-1/4"MINUS CRUSHED ROCK) 2 SCH 40 PVC SLEEVE WITH MAIN OR N LATERAL LINES & CONTROL WIRES IN SEPARATE CONDUIT &/OR SLEEVE, TYP. WIRES IN SEPARATE SCH 80 PVC i1 ELECTRICAL CONDUIT xv) NOTE: 1. SLEEVES SHALL BE REQUIRED UNDER ALL PAVED AREAS & WALL OR FOOTING PENETRATIONS. 2. SLEEVE ID PIPE SIZE SHALL BE AT LEAST 2 TIMES GREATER THAN THE TOTAL OD SIZES OF INSERTED PIPES. IRRIGATION TRENCH UNDER PAVING 1 1 /2" = V-0" �!` N M. P O PVC z N o � � o i ✓ �O ~ Ory <c, 1_'111 Fp 697 EX9.13" tjG� �gNDSCAPE P 106 Lenora Street Seattle, WA 98121 (206) 624-8154 info@hewittseattle.com 24" COILED SPARE WIRE (DIFFERENT COLOR) INSTALL ONE EXTRA COIL PER VALVE BOX I QX � a N 0 co z z 3" CLEAR N � r� SPECIFIED VAULT FLUSH WITH FINISHED GRADE FINISH GRADE 3M-DBY WATERTIGHT WIRE SPLICES ID TAG SCH 80 PVC UNION (2 PLACES) SCH 40 PVC LATERAL 12" DEEP MIN. CONCRETE PAVING BRICK SUPPORTING VALVE BOX CONTROL WIRES RED AND REMOTE CONTROL VALVE (BUNDLE UNDER WHITE BRASS PER LEGEND & SPECS MAINLINE ON OPPOSITE GATE VALVE 6" OF 1-1/2" WASHED SIDE FROM LATERALS) SCH 80 PVC TEE, ROCK (OR PEA GRAVEL) SCH 40 MAINLINE FITTINGS & ADAPTERS NOTE: 1. CUT 'U' SHAPED NOTCHES IN BOTH SIDES OF VALVE BOX THAT ALLOW 2" MIN CLEARANCE FROM TOP OF PIPE TO TOP OF CUT- OUT. 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. 3. ONLY ONE AUTOMATIC VALVE PER VALVE BOX. 4. VALVE BOX TO REST ON CONCRETE PAVER BRICKS, NO PRESSURE TO BE PLACED ON MAINLINE OR LATERAL LINE. AUTOMATIC CONTROL VALVE 3/411 - 1'-011 HARDWIRED RAIN SENSOR, SEE LEGEND FEMALE ADAPTER (SLIP X FIPT) GALVANIZED 90° EL (1 OF 2) 3/4" GALVANIZED PIPE, PAINT TO MATCH ARCHITECTURAL FINISH WIRE TO IRRIGATION CONTROLLER 11 HARDWIRED RAIN SENSOR 311 -1-0 19 TURF / FINISH GRADE SPECIFIED COMPACTED BACKFILL ROTOR POP- UP SPRINKLER PER PLAN PVC SCH 40 STREET ELLS (3) SWING ARM & HEAD ASSEMBLY 3" - 1'-011 NO. FINI z_ �g N CO NOTCH RISER AS NECESSARY TO FIT CLEANLY OVER TOE NIPPLE 8 GATE VALVE 1If-1-0 11 REVISION SET IRRIGATION HEAD 1" ABOVE TOP OF MULCH IN LANDSCAPE BED AREAS AND AT FINISH GRADE IN TURF AREAS HARDSCAPE, WHERE OCCURS. ADJACENT GRADE VARIES, SEE MATERIALS PLAN PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) PVC SCH 40 TEE OR ELL PVC LATERAL LINE 10" ROUND BOX (GREEN IN COLOR) W/ BOLT DOWN T LID 8" 0 SCH 40 PVC RISER, LENGTH AS REQUIRED 6" DEPTH 3/8" GRAVEL BACKFILL (2) PAVING BRICK AT ALL CORNERS RED & WHITE BRASS GATE VALVE,CENTER WITHIN RISER (SIZE EQUAL TO MAINLINE) SCH 80 PVC SxS UNION, TO LOOSEN OUTWARD AWAY FROM VALVE, BOTH SIDES SCH 40 PVC MAINLINE SCH 80 PVC TOE NIPPLE 1 CUBIC FOOT DRY SUMP LINED WITH FILTER FABRIC AND FILLED WITH 3/8" GRAVEL BACKFILL SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE APPR �APPROVED: Q N VALVE BOXES W/ LOCKING LIDS 3M-DBY WATERTIGHT SPLICE KIT MASTER VALVE z 2 SPARE WIRE N BRASS UNION (2 PLACES) X Q BRASS PIPE & FITTINGS FROM POC 0 10 X PIPE I.D. MIN FROM FITTING TO FLOW SENSOR BRASS SCH 80 PVC FLOW SCH 80 FITTINGS / 3" OF <-1 -1/2" ADAPTORS WASHED ROCK OVER FILTER FABRIC MASTER VALVE AND FLOW SENSOR 10" ROUND BOX (GREEN IN COLOR) W/ BOLT DOWN T LID 8" 0 SCH 40 PVC RISER, LENGTH AS REQUIRED 6" DEPTH GRAVEL BACKFILL (2) PAVING BRICK CURB STOP ISOLATION VALVE CENTERED WITHIN RISER BRASS TxT UNION, TO LOOSEN OUTWARD AWAY FROM VALVE (BOTH SIDES) FOGTITE #2 METER BOX (CONCRETE WITH LOCKING METAL LID) FINISH GRADE I FLOW z 0 BRAS _ SIDIPE BRASS PIPE FROM DEDUCT METER 112i:q 1 CUBIC FOOT DRY SUMP LINED -" WITH FILTER FABRIC AND FILLED WITH 3/8" GRAVEL BACKFILL 1 PRV/DCVA ASSEMBLY IN #2 METER BOX 1 " = 1'-011 i s-iM�u-i i i-i i i-ice QUICK COUPLER 1 /2" = 1'-011 SCALE. PER PLAN ONE INCH AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY FINISH GRADE = 10" ROUND PLASTIC VALVE BOX 1" QUICK -COUPLING VALVE BACKFILL BOX WITH 3/8" WASHED ROCK 1 LEEMCO QUICK COUPLIN STABILIZER BRICK (1 OF 2, TYP.) UNIBODY SWING JOINT, SEE SPECS COMPACTED SUBGRADE PVC MAINLINE VERTICAL: NAVD 1988 HORIZONTAL: NAD 198311991 CITY OF Agfl� 105MIN RENTON DATUM Planning/Building/Public Works Dept. 5 X PIPE I.D. MIN FROM FLOW SENSOR TO FIRST FITTING SUPER SERVICE SEAL SPLICE KIT FLOW SENSOR PE-89 SHIELDED COMMUNICATION CABLE (MAXI WIRE) TO CONTROLLER SCH 80 PVC PIPE co FIRST ELBOW T JOINT OR FITTING (SCH 40 PVC BEYOND) NOTE: TEFLON TAPE ON ALL THREADED FITTINGS PRESSURE REDUCING VALVE; OPTIONAL WHEN PRESSURE IS BELOW 80 PSI, TYP; (FACTORY SET TO 50 PSI) - USE WHEN PRESSURE AT METER IS GREATER THAN 80 PSI UNLESS OTHERWISE NOTED, TYP TEST -COCKS TO BE UPRIGHT AND EASILY ACCESSIBLE PRESSURE GAUGES ON BOTH SIDES OF O - ASSEMBLY L t F ALL BRASS FITTINGS NIPPLES AND UNIONS FEBCO 850U SERIES DCVA/BACKFLOW ASSEMBLY MANUAL 0 BUILD UP WITH BOX DRAIN EXTENSION OR BRICKS VALVES � BRASS PIPE TO MASTER VALVE NOTCH OUT SECTION MIN 6" DEPTH CLEAN DRAIN OF BOX AROUND PIPES ROCK OVER FILTER FABRIC EXISTING WATER METER, SEE UTILITY DWGS CURB STOP ISOLATION VALVE -� BRASS PIPE FROM CURB STOP VALVE TO DCVA PRESSURE REDUCING VALVE PR--, (USE WHEN PRESSURE AT METER EXCEEDS 80 PSI, TYP) 1" DOUBLE CHECK VALVE ASSEMBLY FOGTITE #2 METER BOX W/ADJUSTABLE LOCKING METAL LID QUICK COUPLING VALVE 10X PIPE I.D. MIN. BRASS PIPE TO MASTER CLEARANCE M FROM DCVA G REQUIRED TO MASTER CONTROL VALVE FLOW SENSOR 5X PIPE I.D. MIN. F FLOW SENSOR CLEARANCE 2" PVC MAINLINE TO REQUIRED TO FIRST AUTOMATIC CONTROL JOINT OR FITTING VALVES 1 POINT OF CONNECTION ASSEMBLY DIAGRAM 1 /8 = 1 -o R-433443 IN COMPLIANCE WITH CITY OF RENTON STANDARDS E RRENT PLANNING � DEVELOPMENT ENGINEERING amorganroth 08/12/2025 msippo 08/13/2025 WATER UTILITY ; ABDOUL GAFOUR 08/13/2025 RENTON MARKET & PIAZZA DATE 07/16/25 FIELD CIVIL CONSTRUCTION PERMIT PAGEBOOK PAGE: DRAWING NO: IRRIGATION DETAILS L4.03 SHEET: OF 43 61 coco O O LO A, u CEO co O O N Q J 00 O O N ril FINISH GRADE M M r) LLI SCHEDULE 40 EXHAUST HEADER LOCATED IN TREE PLANTER OR PLANTER STRIP, TYP. NETAFIM TLCV-6-12 CENTERED WITHIN AND BETWEEN SOIL CELLS AND SPACED FOR EVEN WATER DISTRIBUTION, TYP. SCHEDULE 40 SUPPLY HEADER LOCATED IN TREE PLANTER OR PLANTER STRIP, TYP. BLUE 14 AWG TRACER/ PULL WIRE, TYP. ISOMETRIC VIEW a -a 0 6 DRIP IRRIGATION AT TREE SOIL CELLS 1 /2 - 1 -0 NOTES: 1. SEE COB STD. DWGS PK-IM-07F AND PK-IM-07G FOR SOIL CELLS. 2. SEE COB STD. DWG. PK-IM-071 FOR IRRIGATION LAYOUT FOR TREE SOIL CELLS WITH TREE PLANTERS AND PLANTER STRIP. 3. SEE MANUFACTURER'S GUIDELINES FOR MAXIMUM LENGTH OF LATERALS. 4. ADJUST IRRIGATION FOR PROPOSED SOIL CELL LAYOUT. SOIL CELL SYSTEM PER MANUFACTURER'S AIR RELIEF SPECIFICATIONS, TYP. VALVE IN VALVE i CEMENT CONCRETE SIDEWALK AND BASE BOX, TYP. COURSE PER COB STD. DWG. SW-110-1 AND PER PROJECT PLANS NETAFIM TLCV-6-12, CENTERED WITHIN AND BETWEEN SOIL CELLS TYP. VALVE BOX PER PROJECT PLANS ROW TREE PLANTING PER COB STD. DWG. PK-IM-07B SCHEDULE 40 SUPPLY & EXHAUST HEADERS LOCATED IN TREE PIT OR PLANTER STRIP PER COB STD. DWG. PK- IM-071 AND ISOMETRIC THIS PAGE, TYP. 0 TYPICAL OFFSET 2" FROM - HARDSCAPE, 4" FROM PLANED AREA. PVC MAINLINE TYPICAL FPT ADAPTER AND COMPRESSION COUPLER. 1 DRIP VALVE / FILTER / REGULATOR PVC LATERAL PIPE 1 1 TYPICAL OFFSET 2" FROM HARDSCAPE, 4" FROM PLANTED AREA. I I I w O z w 0z W 0 Q � w 0 0� 6� CA I J I � I � W c _j 1 I I I � ui Q F I I T :jD I I PVC HEADER MANIFOLD TYPICAL w COMPRESSION FITTING Q w DRIPLINE SPACING AS 1 w 1 NOTED. EMITTERS Z z I OFFSET FOR z0 TRIANGULAR SPACING. 1 w 1 O 0 AIR RELIEF VALVE AT (D HIGH POINT. 0 I z ry TYPICAL DRIP LINE � � w WITH EMITTER SPACING O AS NOTED. TIE DOWN 2 STAKE AT ALL TEES X AND ELLS. END FEED EXAMPLE I 1 I I I LINE FLUSHING 1 VALVE AT LOW F END, AS NOTED. 1 CENTER FEED EXAMPLE I TYPICAL DRIP LINE LAYOUT REQUIREMENTS 1 if = 1'-011 M. F OR iV, ad�b�T�o011 o N INC � Fp -1 EXP.0 PSG/� 0� LANDSCAPE MAINLINE PER PROJECT PLANS PVC SCH 40 TEE OR ELI PVC MANIFOLD LINE. EASY FIT COMPRESSk ADAPTER. EASY FIT COMPRESSI( COUPLING LANDSCAPE DRIPLINE TUBING. WATER SOURCE: DRIP VAVLE OR LATERAL FROM VALVE LANDSCAPE DRIPLINE TUBING. PVC MANIFOLD LINE WITH PVC TEE. FLUSH CAP AIR RELIEF VALVE, INSTALL AT HIGH POINT OF SYSTEM. SLOPED CONDITION NOTE: 1. DRIPLINE LATERALS SHOULD FOLLOW THE CONTOURS OF THE SLOPE WHENEVER POSSIBLE. 2. INSTALL AIR RELIEF VALVE AT HIGHEST POINT. 3. NORMAL SPACING WITHIN THE TOP 2/3 OF SLOPE, 4. INSTALL DRIPLINE AT 25% GREATER SPACING AT BOTTOM 1/3 OF THE SLOPE. 5. WHEN THE ELEVATION CHANGE IS 10 FT OR MORE, ZONE THE BOTTOM ON SEPARATE VALVE. DOGBONE SHAPED DRIP ZONE KIT: REMOTE CONTROL VALVE WITH FILTER AND PRV DRIPLINE TUBING EXHAUST HEADER SUPPLY HEADER SEE SPEC FOR ISLAND PERIMETER ROW SPACING I I I I I I I I I A OP LFLUSH VALVE PLUMBED PERIMETER TO PVC OR POLY LATERALS 2" TO 4" DRIPLINE OPERATION FROM EDGE, TYP. INDICATOR, TYP DRIPLINE ISLAND LAYOUT 1 /2" = 1'-011 POLYGON SHAPED CORNER SHAPED "C" SHAPED I I F I 1 A oP AIR RELIEF VALVE AT HIGH POINT, TYP. ODD SHAPED CURVED SHAPED HOURGLASS SHAPED U w w 00 a ELBOW OR TEE � _ N W J I.- w / DRIPLINE TUBING z0 _ PER SPEC w ~ w BLANK DRIPLINE < 11�(D o TUBING w w I--- I__ 3/4" MALE ADAPTER 00 Q PVC TEE (SXSXT) a_ � j PVC LATERAL DRIPLINE START CONNECTION 3/4" = 1'-0" Ilel,h Ilh bb6A � li III III 4" - 6" TURF / FINISH GRADE OR SHRUB BED WITH MULCH DRIPLINE TEE FROM PVC HEADER INLINE DRIP EMITTER SUBSURFACE DRIPLINE TIE DOWN STAKE, SEE NOTES: NOTES 1. NO DRIPLINE SHALL BE VISIBLE ON SURFACE. 2. PLACE TIE DOWN STAKES EVERY THREE FEET IN SAND, FOUR FEET IN LOAM, AND FIVE FEET IN CLAY. DOES NOT APPLY AT EXTENSIVE GREEN ROOF 3. AT FITTINGS WHERE THERE IS A CHANGE OF DIRECTION SUCH AS TEES OR ELBOWS, USE TIE -DOWN STAKES ON EACH LEG OF CHANGE OF DIRECTION. 2 SUB -SURFACE DRIPLINE BURIAL 1If=1-0 11 WATERPROOF CONNECTION, TYP. 30" LINEAR LENGTH OF WIRE, r1nii c:n 1" BALL VALVE PVC SCH 80 NIPPLE (LENGTH AS REQUIRED) ID TAG MAINLINE PIPE PVC SCH 40 TEE OR ELL FINISH GRADE VALVE BOX WITH COVER PVC SCH 40 FEMALE ADAPTER LATERAL PIPE CONCRETE PAVING BRICK SUPPORTING VALVE BOX PRESSURE REGULATING QUICK CHECK BASKET FILTER 3" MIN DEPTH OF 3/4" WASHED GRAVEL DRIP IRRIGATION VALVE NOTE: 1. CUT 'U' SHAPED NOTCHES IN BOTH SIDES OF VALVE BOX THAT ALLOW 2" MIN CLEARANCE FROM TOP OF PIPE TO TOP OF CUT- OUT. 2. USE TEFLON TAPE ON ALL THREADED FITTINGS. 3. ONLY ONE REMOTE CONTROL VALVE PER VALVE BOX. 4. VALVE BOX TO REST ON CONCRETE PAVER BRICKS, NO PRESSURE TO BE PLACED ON MAINLINE OR LATERAL LINE. DRIP IRRIGATION VALVE 1/2" = 1'-011 H E W I TT SURVEYED SCALE. VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY O F DESIGNED: PER PLAN 106 Lenora Street ANM Seattle, WA 98121 DRAWN DATUM RENTON ONE INCH I V I (206) 624-8154 CHECKED: AT FULL SCALE IF NOT ONE INCH SCALE ACCORDINGLY Planning/Building/Public Works Dept. info@hewittseattle.Com NO. REVISION BY DATE APPR I APPROVED R-433444 IN COMPLIANCE WITH CITY OF RENTON STANDARDS CURRENT PLANNING DEVELOPMENT ENGINEERING �'IL IL amorganroth msipp0 08/13/2025 ' 08/12/2025 i EWATER UTILITY ABDOUL GAFOUR 08/13/2025 RENTON MARKET & PIAZZA DATE 07/16/25 CIVIL CONSTRUCTION PERMIT PAGE OOK PAGE: DRAWING NO: IRRIGATION DETAILS L4.04 SHEET: OF: 44 61 M O O LO A, u M O O O N Q J 00 O O O 0 4 N Tid ril co co It I NOTE: 1. SEE STRUCTURAL FOR FOOTINGS AND POLE DESIGN W F- PENDD . Cab -nary Suspended Luminairehess DESCRIPTION PENDD presents a traditional European design n a slrnpleyet functnnal catenaryaWndad lumnare. The housing wrlh integral shade is fabrrated from easLand spun aluminum-f camportenis. An articulating cable hartgerallows the fixture ID he leMeledwhen installed. Uodersidenl shade is paimedn high-renermnce nhhe paint for inrneasedeffidengL Clear acn llr lens. IMEts and locks for MDWeES relarnpmg. Slruclural design, stainless steel rantenaN cable, and fdungsfor mountingta support slruelire provided by Dtw5. All hardware is stainless sleet PWTECr® IN -PRIMRR• E�Ip N.Ied Fens: ORDER114G INFORMATION MODEL OCT OCNTGOL YOL7 OPTIC FINISH OPTION PS199M dON ON -OFF IMP! T5 OG M R+w cHsn,r *W,� aeon il"7n, M. N,-G.r po., 1)ssll 4014 ON �ow,4pitli 9® oxar o.0 amrq �aP+Fc5v+ 96 Sha 6rty BL dbt, oa SC NOTE: TYPICAL OF (8) FIXTURES SUSPENDED OVER LOGAN EXPERIEIVCL va iFiRMUJ ndt.�a^glk��.� rk<p4xCGoww..�v.....ir. �G{.!r �..'lpLRAT.A`tl�',}Mrpnonetl 1 CATENARY LIGHTS / N.T.S. NOTES: 1. FINISH OF ALUMINUM TUBE: ANODIZED. 2. FINISH OF STEEL: GALVANIZED. 3. PROVIDE 2 STRIPS OF 2" WIDE BY 12" LONG YELLOW REFLF"TI" T"r'� SIDEWALK. ON THE SIDE rt-o-11VV I rlL r-/-,r,r,I14 LOT/PADLOCK AND ONE STRIP ON THE SIDE FACING THE PICNIC SHELTER/BACK FLANGE. 4. ALL CONNECTIONS REQUIRE 1/4" FILLET WELD, CONTINUOUS ALL SIDES. ALUMINUM HANDLE W/ HINGES TO LIE FLAT AND ATTACHED TO WELDED CAP 1 /4"x6"x6" ALUMINUM TUBE REFLECTIVE TAPE, TYP; CENTERED ON BOLLARD SIDE, SEE NOTE 3 BASE PLATE AND ATTACHMENT PLATE WELDED WIRE MESH (6"X6"X# 10), TYP ATTACHMENT PLATES VERT REBAR, TYP CSTC, SEE CIVIL DWGS UNDISTURBED SUBGRADE #4 HORIZ REBAR, TYP, MIN 3" CLR REMOVABLE BOLLARD 1/4" = 1'-0" M. nP o "'V,' ail I%l� Z � � N co o o C1�Zs 'Lp 8 Fp 97 EXP. PSG LANDSCAPE ,2" �4" , 12" SQ ,4" [2" SECTION N.T.S. NOTE: 1. TYPICAL OF (5) LOCATIONS WITH (5) HEADS APIECE: (3) OLIVIO GRANDE, (2) OLIVIO GOBO PROJECTORS 2. INTEGRAL DUPLEX POWER RECEPTACLE INTALLED IN EACH POLE. MOUNT POWER RECEPTACLE 9' ABOVE BASE OF POLE WITH FLUSH ACCESS DOOR AND TAMPER - RESISTANT HARDWARE. 3. SEE STRUCTURAL FOR FOOTINGS MAST LIGHTS AND POLE - SELUX OLIVIO N.T.S. 3/8" THICK ALUMINUM PLATE LUSH TYP 00 00 6"x6" ALUMINUM TUBE WELDED TO ALUMINUM BASE 5/8" WIDE RECT. OPENING I \7, 73/ 76 ,, BASE PLATE EASE CORNERS OF FLANGE TO MIN 1 /8" RADIUS 1 /4"x 10"x 10" GALVANIZED STEEL PLATE 3/8" DIA. PADLOCK HOLE 7 ,, (4) #4 VERT REBAR WELDED 90 DEG TO THE PLATE AT EA CORNER, 20" LENGTH, TYP ATTACHMENT PLATE R — A I'll 4"X6" DOUGLAS FIR SLATS, EASE ALL VISIBLE EDGES POWDERCOATED STEEL FRAME POWDERCOATED STEEL SKIRT HDPE LEVELING FEET FINISHED GRADE TYPE 213 WOOD -TOPPED SEATING STRUCTURE 1 1 /2" = V-0" n 4"X6" DOUGLAS FIR SLATS, EASE ALL VISIBLE EDGES POWDERCOATED STEEL BACKREST 4"X6" DOUGLAS FIR SLATS, EASE ALL VISIBLE EDGES POWDERCOATED STEEL FRAME POWDERCOATED STEEL SKIRT HDPE LEVELING FEET FINISHED GRADE TYPE 2A WOOD -TOPPED SEATING STRUCTURE 1 1 /2" = V-0" 4/d'r NAAV CIP CONCRETE PLANTER CURB, SEE CIVIL. SLOPE TO DRAIN TOWARDS PLANTING AREAS, TYP. 1 /2" RADIUS, TYP. 2 LAWN L3.04 1 PLANTING AREA L3.04/ WITH MULCH 1% CV CIP CONCRETE FLUSH PLANTER CURB 1" = 1'-0" NOTES: 1. SEE LAYOUT PLANS FOR SIDEWALK JOINTING. 2. PROVIDE EXPANSION JOINTS AT EDGE OF PAVING, AND OTHER VERTICAL ELEMENTS. 1/2" EXPANSION JOINT (NO TOOL MARKS). HOLD EXPANSION JOINT FILL MATERIAL 1/4" BELOW FINISH GRADE SCORE JOINT (NO TOOL MARKS), WIDTH, DEPTH, AND RADIUS TO BE DETERMINED BY PRE -CONSTRUCTION MEETING BETWEEN CONTACTOR, LANDSCAPE ARCHITECT, STREET USE INSPECTOR, AND BY APPROVED PAVING MOCK-UP a Q a d a 4"X6" DOUGLAS FIR SLATS, EASE ALL VISIBLE EDGES FLUSH POWDERCOATED STEEL FRAME SCORE JOINT EXPANSION JOINT POWDERCOATED STEEL SKIRT HDPE LEVELING FEET in CIP CONCRETE, TOOLED SCORING AND EXPANSION JOINT 3/4" = 1'-0" FINISHED GRADE TYPE 1 WOOD -TOPPED SEATING STRUCTURE 1 1 /2" = V-0" R-433445 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/13/2025 jai H E W 117 SURVEYED SCALE VERTICAL: NAVDATE D 1988 HORIZONTAL: NAD 198311991 RENTON MARKET &PIAZZA DESIGNED • CITY OF FIEL07/16/25 : PER PLAN 106 Lenora Street ; CIVIL CONSTRUCTION PERMIT PAGE Seattle, WA 98121 DRAWN uATUM RENTON ONE INCH DRAWING NO: (206) 624-8154 CHECKED: FAT FULLNOTO ONE INCH L5 01 SCALE ACCORDINGLY Planning/Building/Public /Public Works Dept. • info@hewittseattle.com NO. REVISION BY DATE APPR APPROVED: 9 � p MATERIALS DETAILS SHEET: 45 OF 61 co M 0 O O N A, LJ N M O O O O 1 4 N Tio ri1 NOTE: MICROLINE DRIP IRRIGATION TO BE INSTALLED BELOW FLEXIBLE SURFACING M M POROUS FLEXIBLE PAVING PER c:) MANUFACTURER r) CRUSHED STONE W EXISTING PAVEMENT, REFER TO PLAN 3" 0c jot\0000�0 O O O O O O O0O e POROUS FLEXIBLE SURFACING AT EXISTING TREE 1" = 1'-019 STUMPS, ORIENT WITH ROOTS POINTING UP PLANTING SOIL z EXISTING v7 CONCRETE PLINTH \ GRAVEL DRAINAGE COURSE 0 SECT PLAN STUMPERY 1 /411 = 1'-011 SM�N 1/2" STAINLESS STEEL EYE BOLT ANCHORED INTO STUMP I STAINLESS STEEL CABLE WITH TURNBUCKLE > GRAVEL SETTING BED 4x4 POST @ 36" LONG PRESSURE TREATED LUMBER DEADMAN ER SUMP IDING 12" DTTOM OF ID FILLED DICK EXISTING TREE TO REMAIN 2" DEPTH MULCH 2" DEPTH MULCH POROUS FLEXIBLE PAVER PER MANUFACTURER PAVEMENT EDGE CONDITION VARIES, REFER TO PLAN CRUSHED STONE SOIL CELL PLANTING SOIL LEARANCE TO EDGE OF ROOTBALL X/j��/j��� �000000�/ POROUS FLEXIBLE SURFACING AT NEW TREE 1" = 1'-011 NOTES: 1. STUMP QUANTITY: 3 2. STUMP SPECIES: WESTERN RED CEDAR 3. STUMP SIZE: MIN. 5' 0 ROOT PLATE, MEASURED FROM ROOTS THAT ARE AT LEAST 2" 0 THICK. 5' TALL ABOVE EXSTING CONCRETE PLINTH 4. STUMPS TO BE FREE OF DIRT 5. STUMP SELECTION TO BE REVIEWED BY LANDSCAPE ARCHITECT. 6. STUMP PLACEMENT TO BE FIELD -REVIEWED BY LANDSCAPE ARCHITECT CHAMFER LEADING EDGE OF NEW CONCRETE CONCRETE INFILL. MEET BOTTOM OF EXISTING CHAMFER AT ALL LOCATIONS EXCEPT RUNNEL, SLOPE TO DRAIN AT 1-1.5% THROUGH a EXISTING STONE RUNNEL 4 EXISTING FOUNTAIN PLINTH 1" = 1'-011 �O\ /' r O O ,O - /'� NEW CIP CONCRETE AT FOUNTAIN - PLAN 1/411 =1-0 R-433446 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/13/2025 ' C� �� ✓� D H E W I TT HORIZONTAL: NAD11988 983/11991 SURVEYED SCALE DATE N DESIGNED: PER PLAN CITY OF RENTON MARKET &PIAZZA 07/16/25 106 Lenora Street DRAWN: '•� PAGE DBOOK F Seattle, WA 98121 ONE INCH DATUM RENTON CIVIL CONSTRUCTION PERMIT DRAWING NO: ys �Q 8 .��'�$\ �� CHECKED: AT FULL SCALE P (206) 624-8154 SCALE NOT ONE L5 02 Fp 97 EXPO �G . ((( LLL IF NOT ONE INCH • gNDSCAPE info@hewittseattle.com NO. REVISION BY DATE APPR APPROVED: Planning/Building/Public Works Dept. MATERIALS DETAILS SHEET OF 46 61 CM O O O LO N A, u c� 0 O O I N Q D J N 00 O O O 4 N M M i C) i W 0 N N T L0 N 0 N 0 w z rr In DESIGN LOADS ALL DESIGN AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION, AS AMENDED BY THE CITY OF RENTON ALTERATIONS TO THE EXISTING BUILDING ARE IN ACCORDANCE WITH THE INTERNATIONAL EXISTING BUILDING CODE (IEBC) AND THE PRESCRIPTIVE COMPLIANCE METHOD. LIVE LOADS IN ADDITION TO THE DEAD LOADS, THE FOLLOWING FLOOR LIVE LOADS WERE USED FOR DESIGN. LIVE LOAD REDUCTION IS PER IBC SECTION 1607.12. REDUCIBLE UNREDUCIBLE CORRIDORS, STAIRS 100 PSF X SIDEWALKS, DRIVEWAYS 250 PSF X ASSEMBLY AREAS 100 PSF X RETAIL STORES 100 PSF X DINING ROOM, RESTAURANT 100 PSF X LIGHT STORAGE 125 PSF X HEAVY STORAGE 250 PSF X REFER TO TABLE 1607.1 IN THE IBC FOR RELEVANT CONCENTRATED LIVE LOADS. ROOF SNOW LOAD THE ROOF SNOW LOAD IS DETERMINED USING CHAPTER 7 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1608 AND WITH THE FOLLOWING FACTORS: MINIMUM DESIGN LOAD 25 PSF WITHOUT DRIFT P9 = 20 PSF Ce = 1.0 Is 1.10 Ct= 1.2 Pf = 17 PSF CS = 1.0 SEISMIC LOADS THE SEISMIC FORCE -RESISTING SYSTEM (SFRS) USED TO RESIST EARTHQUAKE AND WIND LOADS FOR THE NEW SOUTH CANOPY CONSTRUCTION IS COMPRISED OF SPECIAL STEEL MOMENT FRAMES DESIGNED IN ACCORDANCE WITH THE PROVISIONS OF AISC 341 "SEISMIC PROVISIONS FOR STRUCTURAL STEEL BUILDINGS". EARTHQUAKE DESIGN IS BASED ON THE EQUIVALENT LATERAL FORCE PROCEDURE IN ASCE 7 SECTION 12.8 WITH THE FOLLOWING FACTORS: SITE CLASS F hn = 12 FT RISK CATEGORY III T = 0.2 SECONDS SEISMIC DESIGN CATEGORY D R = 8 le = 1.25 Q = 3 SS = 1.439 g p = 1.3 S, = 0.491 g CS = 0.18 SIDS = 1.15 g V = CsW = 7 KIPS SID1 = 0.73 g TE = 6 SECONDS THE SEISMIC FORCE -RESISTING SYSTEM IS COMPRISED OF THE STRUCTURAL STEEL MEMBERS AND CONNECTIONS IDENTIFIED IN PLAN. NONSTRUCTURAL COMPONENTS DESIGNED PER ASCE 7 CHAPTER 13 INCLUDE THE FOLLOWING COMPONENTS AND PARAMETERS: KITCHEN MARKET STALLS ap = 1 ap = 2.5 RP = 2.5 RP = 2.5 00 = 2 DO = 2 WIND LOADS WIND LOAD IS DETERMINED USING CHAPTERS 26-31 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1609 WITH THE FOLLOWING FACTORS: RISK CATEGORY III Kzt = 1.0 EXPOSURE CATEGORY B Ke = 1.0 V = 11O MPH Gep; = 0.18 Vasd = 84 MPH DESIGN WIND PRESSURES FOR DETERMINING FORCES ON COMPONENTS AND CLADDING SHALL BE DETERMINED USING CHAPTER 30 OF ASCE 7 IN ACCORDANCE WITH IBC SECTION 1609 BY THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN OF SUCH ELEMENTS, UNLESS NOTED OTHERWISE ON THE DRAWINGS. SOUTH CANOPY STORY DRIFTS RELATIVE LATERAL DISPLACEMENTS OF THE NEW SOUTH CANOPY WITH RESPECT TO THE LEVEL BELOW (STORY DRIFTS) ARE AS FOLLOWS: SEISMIC: DESIGN STORY DRIFT A = 2.0 % OF STORY HEIGHT ELASTIC STORY DRIFT = DESIGN STORY DRIFT DIVIDED BY Cd/le, WHERE Cd/le = 4.4 SOIL LOADS ALLOWABLE SOIL -BEARING PRESSURE 2000 PSF DL + LL 2660 PSF DL + LL + SEISMIC/WIND GENERAL NOTES SUBMITTALS SHOP DRAWINGS SHALL BE SUBMITTED TO THE ARCHITECT PRIOR TO ANY FABRICATION OR CONSTRUCTION FOR ALL STRUCTURAL ITEMS, INCLUDING THE FOLLOWING: CONCRETE OR MASONRY REINFORCEMENT, PRECAST OR PRESTRESSED CONCRETE ITEMS, EMBEDDED STEEL ITEMS, STRUCTURAL STEEL, STEEL JOISTS, STEEL DECK, SHEAR STUD LAYOUT, METAL GRATING, GLUED -LAMINATED MEMBERS, CLADDING PANELS AND STAIRS. IF THE SHOP DRAWINGS DIFFER FROM OR ADD TO THE DESIGN OF THE STRUCTURAL DRAWINGS, THEY SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN. DEFERRED SUBMITTALS PER IBC SECTION 107.3.4.1, DRAWINGS AND CALCULATIONS FOR THE DESIGN AND FABRICATION OF ITEMS THAT ARE DESIGNED BY OTHERS SHALL BEAR THE SEAL AND SIGNATURE OF THE WASHINGTON STATE REGISTERED PROFESSIONAL ENGINEER WHO IS RESPONSIBLE FOR THE DESIGN AND SHALL BE SUBMITTED TO THE ARCHITECT AND THE BUILDING DEPARTMENT FOR REVIEW PRIOR TO FABRICATION. DEFERRED SUBMITTALS INCLUDE BUT ARE NOT LIMITED TO THE FOLLOWING: FALL ARREST ANCHORS EXTERIOR CLADDING SYSTEMS EQUIPMENT ANCHORAGE SEISMIC DESIGN OF NONSTRUCTURAL COMPONENTS SUSPENDED CEILINGS ALTERNATE ANCHORS (WHEN ALTERNATE ANCHORS ARE PROPOSED) LIGHT POLE TENSILE FABRIC STRUCTURE NONSTRUCTURAL COMPONENTS DESIGN, DETAILING AND ANCHORAGE OF ALL NONSTRUCTURAL COMPONENTS SHALL BE IN ACCORDANCE WITH IBC SECTION 1613, ASCE 7 CHAPTER 13, AND THE PROJECT SPECIFICATIONS. NONSTRUCTURAL COMPONENTS DESIGNED BY OTHERS SHALL NOT INDUCE TORSIONAL LOADING INTO SUPPORTING STRUCTURAL MEMBERS WITHOUT ADDITIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES. TORSIONAL BRACING SHALL BE DESIGNED BY THE NONSTRUCTURAL COMPONENT DESIGNER AND APPROVED BY THE ENGINEER. DESIGN, DETAILING AND CONSTRUCTION OF ALL NONSTRUCTURAL COMPONENTS WHICH ATTACH TO STRUCTURE SHALL ACCOMMODATE CONSTRUCTION TOLERANCES AS ESTABLISHED BY THE STRUCTURAL SPECIFICATIONS. ANY NONSTRUCTURAL COMPONENTS WHICH ATTACH TO MORE THAN ONE LEVEL OF THE STRUCTURE SHALL ALSO ACCOMMODATE THE FOLLOWING RELATIVE MOVEMENTS BETWEEN LEVELS WITHOUT DAMAGE TO THE NONSTRUCTURAL COMPONENTS: 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com STRUCTURAL NOTES CLADDING CLADDING DESIGNED BY OTHERS SHALL BE SUPPORTED AT EACH STORY TO BE CONSISTENT WITH THE DESIGN OF THE BUILDING STRUCTURE. CLADDING DESIGNED BY OTHERS SHALL NOT INDUCE TORSIONAL LOADING INTO SUPPORTING STRUCTURAL MEMBERS WITHOUT ADDITIONAL BRACING OF THOSE MEMBERS TO ELIMINATE TORSIONAL FORCES, UNLESS OTHERWISE APPROVED BY THE ARCHITECT. TORSIONAL BRACING SHALL BE DESIGNED BY THE CLADDING DESIGNER AND APPROVED BY THE ENGINEER. INSPECTION SPECIAL INSPECTION PER IBC CHAPTER 17 SHALL BE PERFORMED BY AN APPROVED TESTING AGENCY AS INDICATED IN THE STATEMENT OF SPECIAL INSPECTIONS AND TESTING. ALL PREPARED SOIL -BEARING SURFACES SHALL BE INSPECTED BY THE GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF REINFORCING STEEL. SOIL COMPACTION SHALL BE SUPERVISED BY AN APPROVED TESTING AGENCY OR GEOTECHNICAL ENGINEER. STRUCTURAL OBSERVATION STRUCTURAL OBSERVATION OF THE SFRS WILL BE PERFORMED BY THE STRUCTURAL ENGINEER OF RECORD IN ACCORDANCE WITH IBC SECTION 1704.6. STRUCTURAL OBSERVATION CONSISTS OF VISUAL OBSERVATION OF THE STRUCTURAL SYSTEMS FOR GENERAL CONFORMANCE TO THE CONSTRUCTION DOCUMENTS AND DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED BY THE IBC AND AS SHOWN IN THE SPECIAL INSPECTIONS SCHEDULE. CONTRACTOR SHALL PROVIDE A MINIMUM OF 24 HOURS NOTICE BEFORE CONCEALING THE FOLLOWING STRUCTURAL COMPONENTS FROM VIEW: • REINFORCING STEEL FOR THE FIRST PLACEMENT OF THE FOLLOWING ELEMENTS: SFRS FOUNDATIONS • COMPLETION OF FIRST MOMENT FRAME. STRUCTURAL OBSERVATIONS IN ADDITION TO THOSE REQUIRED BY IBC SECTION 1704.6 MAY BE PERFORMED AT THE ENGINEER'S DISCRETION. TIMING OF THESE SHALL BE DISCUSSED AT THE PREINSTALLATION CONFERENCE. SPECIAL CONDITIONS CONTRACTOR SHALL VERIFY ALL LEVELS, DIMENSIONS, AND EXISTING CONDITIONS IN THE FIELD BEFORE PROCEEDING. CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES OR FIELD CHANGES PRIOR TO INSTALLATION OR FABRICATION. IN CASE OF DISCREPANCIES BETWEEN THE EXISTING CONDITIONS AND THE DRAWINGS, THE CONTRACTOR SHALL OBTAIN DIRECTION FROM THE ARCHITECT BEFORE PROCEEDING. DIMENSIONS NOTED AS PLUS OR MINUS (±) INDICATE UNVERIFIED DIMENSIONS AND ARE APPROXIMATE. NOTIFY ARCHITECT IMMEDIATELY OF CONFLICTS OR EXCESSIVE VARIATIONS FROM INDICATED DIMENSIONS. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS --DO NOT SCALE DRAWINGS. DIMENSIONS OF EXISTING CONDITIONS ARE BASED ON RECORD DRAWINGS BY MITHUN, DATED 01/28/2003 AND ARE TO BE FIELD -VERIFIED BY THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS, EXISTING CONSTRUCTION AND SOIL EXCAVATIONS, AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCE. TEMPORARY SHORING AND BRACING SHALL NOT BE REMOVED UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE DRAWINGS AND MATERIALS HAVE ACHIEVED DESIGN STRENGTH. NO REINFORCING BARS OR EMBEDS IN EXISTING CONSTRUCTION SHALL BE CUT UNLESS DIRECTED TO BY THE ARCHITECT OR AS SHOWN ON THE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. SOILS SEE THE GEOTECHNICAL REPORT BY ASSOCIATED EARTH SCIENCES, INC DATED OCTOBER 31, 2024, FOR MORE COMPLTE INFORMATION. EARTH WORK MATERIAL, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL REPORT. OVEREXCAVATE 2' MINIMUM BELOW FOUNDATIONS AND BACKFILL WITH COMPACTED 2 TO 4 INCH ROCK OR AS REQUIRED BY GEOTECHNICAL SPECIAL INSPECTOR. IF SOILS ARE FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE ARCHITECT FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH AT LEAST 18" BELOW FINAL GRADE. EARTHWORK MATERIAL, BACKFILL AND COMPACTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS OF THE GEOTECHNICAL SPECIAL INSPECTOR. BACKFILL BEHIND WALLS SHALL NOT BE PLACED BEFORE THE WALLS AND SUPPORTING SLABS ACHIEVE 28 DAY CONCRETE STRENGTH OR THE WALLS ARE TEMPORARILY BRACED. ALL TOPSOIL ORGANICS AND LOOSE SURFACE SOIL SHALL BE REMOVED FROM BENEATH FILL SUPPORTING CONCRETE SLABS OR PAVING. MEMBER SPACING ALL FRAMING MEMBERS SHALL BE EQUALLY SPACED BETWEEN GRID LINES, COLUMNS, AND DIMENSIONED FRAMING UNLESS NOTED OTHERWISE. CONCRETE CONCRETE WORK SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 19. CONCRETE MIXTURES CONCRETE MIXTURES SHALL CONFORM TO THE FOLLOWING REQUIREMENTS: CONCRETE MIXTURES f'c (PSI) TEST AGE (DAYS) EXPOSURE CLASS USE FTsw C 4,000 28 FO CO INTERIOR SLAB -ON -GRADE, CURBS AND PADS 4,000 28 F1 C1 FOUNDATIONS, PLINTHS CONCRETE MIXTURES SHALL CONFORM TO THE MOST STRINGENT REQUIREMENTS FOR EXPOSURE CLASSES SPECIFIED IN THE TABLE ABOVE AND ACI 318 TABLE 19.3.2.1. WATER -REDUCING ADMIXTURES MAY BE INCORPORATED IN CONCRETE MIX DESIGNS, BUT SHALL CONFORM TO ASTM C 494, AND BE USED IN STRICT ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. CaC12 OR OTHER WATER-SOLUBLE CHLORIDE ADMIXTURES SHALL NOT BE USED. WATER/CEMENTITIOUS MATERIALS RATIO SHALL BE MEASURED BY WEIGHT AND SHALL BE BASED ON THE TOTAL CEMENTITIOUS MATERIAL. WATER/CEMENTITIOUS MATERIALS RATIO AND WATER CONTENT SHALL BE DETERMINED BY THE SUPPLIER BASED ON STRENGTH REQUIREMENTS AND SHALL NOT EXCEED THE MAXIMUM WATER/CEMENTITIOUS MATERIAL RATIO AND/OR WATER CONTENT IF SHOWN ABOVE OR IN ACI 318 TABLE 19.3.2.1 FOR THE EXPOSURE CLASSES LISTED. FIELD -MEASURED SLUMP SHALL CONFORM TO THE SUBMITTED CONCRETE MIX DESIGN. TOLERANCE OF SLUMP SHALL CONFORM TO ASTM C 94. ALL CONCRETE SUBJECT TO EXPOSURE CLASSES F1, F2 OR F3 SHALL BE AIR ENTRAINED. AIR -ENTRAINING AGENTS SHALL CONFORM TO ASTM C 260. THE PERCENTAGE OF TOTAL AIR SHALL BE ACCORDING TO ACI 318 TABLE 19.3.3.1 WITH A FIELD TOLERANCE OF ±1.5 PERCENT BY VOLUME. THE PERCENTAGE OF TOTAL AIR SHALL BE MEASURED IN THE FIELD AT THE DISCHARGE FROM THE TRUCK. THE CONTRACTOR SHALL SUBMIT CONCRETE MIX DESIGNS FOR APPROVAL 2 WEEKS PRIOR TO PLACING ANY CONCRETE. THE MIX DESIGN SHALL BE IN CONFORMANCE WITH ACI 318, CHAPTER 19. THE SUBMITTAL SHALL INDICATE WHERE EACH CONCRETE MIX IS TO BE USED ON THE PROJECT, AS WELL AS THE MAXIMUM AGGREGATE SIZE OF EACH MIX. MAXIMUM AGGREGATE SIZE SHALL CONFORM TO THE PROJECT SPECIFICATIONS. CURING IF THE AIR TEMPERATURE WILL EXCEED 75 DEGREES F WITHIN 48 HOURS OF PLACING CONCRETE, A MOIST CURE SHALL BE APPLIED TO THE CONCRETE FOR A PERIOD OF 36 HOURS AFTER FINISHING CONCRETE SURFACES. REFER TO THE PROJECT SPECIFICATIONS FOR CURING REQUIREMENTS. N0. REVISION REINFORCING STEEL DEFORMED BARS ASTM A 615, GRADE 60, UNO SPECIAL DUCTILE QUALITY DEFORMED BARS ASTM A 706, GRADE 60 LOW ALLOY, UNO HEADED DEFORMED BARS ASTM A 970, HEAD TYPE HA REINFORCING SHALL BE SUPPORTED AS SPECIFIED BY THE PROJECT SPECIFICATIONS AND THE CRSI MANUAL OF STANDARD PRACTICE. REINFORCING STEEL SHALL BE DETAILED IN ACCORDANCE WITH ACI STANDARD OF PRACTICE AS OUTLINED IN ACI 315, "GUIDE TO PRESENTING REINFORCING STEEL DESIGN DETAILS". LAP ALL REINFORCING BARS AS NOTED ON THE DRAWINGS. WHERE SPLICE LENGTH IS NOT SHOWN, USE TYPE Lb (Lbt FOR TOP BARS) SPLICE PER DEVELOPMENT AND SPLICE LENGTH SCHEDULE. MECHANICAL SPLICES CALLED OUT ON THE PLANS SHALL BE TYPE 1, UNLESS OTHERWISE NOTED. TYPE 1 SPLICES SHALL DEVELOP 125 PERCENT OF THE YIELD CAPACITY OF THE SPLICED BARS IN BOTH TENSION AND COMPRESSION. TYPE 2 SPLICES SHALL DEVELOP THE SPECIFIED TENSILE STRENGTH OF THE SPLICED BARS IN TENSION IN ADDITION TO MEETING TYPE 1 SPLICE REQUIREMENTS. SUBMIT ICC-ES OR IAPMO UES REPORT VALID FOR THE 2021 IBC DEMONSTRATING COMPLIANCE OF COUPLERS WITH THESE REQUIREMENTS. AT THE CONTRACTOR'S OPTION AND WITH THE ARCHITECT'S APPROVAL, HEADED DEFORMED BARS MAY BE USED IN LIEU OF REINFORCING BARS SHOWN WITH STANDARD 90 OR 180 DEGREE HOOKS AND MECHANICAL SPLICES MAY BE USED IN LIEU OF LAP SPLICES. USE OF HEADED DEFORMED BARS IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION 25.4.4. USE OF MECHANICAL SPLICES IS SUBJECT TO CONFORMANCE WITH ACI 318 SECTION 18.2.7 AND REQUIRES SUBMITTAL OF AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2021 IBC. REINFORCING STEEL SHALL HAVE PROTECTION AS FOLLOWS, UNLESS NOTED OTHERWISE: USE COVER NONSTRUCTURAL SLAB -ON -GRADE PER DETAILS FOOTING, GRADE BEAM BOTTOM BARS 3" (CAST AGAINST EARTH) TOP BARS 1 1/2" 2" (#6 AND LARGER WHERE EXPOSED TO EARTH OR WEATHER) SIDE BARS 2" WELDING OF REINFORCING, WHERE APPROVED BY THE ARCHITECT, SHALL BE PERFORMED USING LOW HYDROGEN ELECTRODES AND PREHEATED IN ACCORDANCE WITH AWS D1.4, REINFORCING STEEL WELDING CODE. WELDERS AND WELDING PROCEDURES SHALL BE QUALIFIED IN ACCORDANCE WITH AWS D1.4. MATERIALS SHALL CONFORM TO THE FOLLOWING: REINFORCING BARS TO BE WELDED ASTM A 706, GRADE 60, LOW ALLOY WELDING ELECTRODES E80XX NONSHRINK GROUT BASE PLATE GROUT SHALL BE NONSHRINK TYPE WITH MINIMUM f'c = 8,000 PSI. ALL OTHER NONSHRINK GROUT SHALL HAVE MINIMUM f'c = 5,000 PSI. ANCHORS POST -INSTALLED ANCHORS PROVIDE POST -INSTALLED ANCHORS AS SPECIFIED IN THESE DRAWINGS. INSTALL ANCHORS IN ACCORDANCE WITH QUALIFYING REPORT OF EVALUATION SERVICE. ADHESIVE REINFORCING DOWEL MATERIALS ADHESIVE REINFORCING DOWELS (ARD) ASTM A 615, GRADE 60 THREADED ARD ASTM F 1554, GRADE 36 UNO (CARBON STEEL) ASTM A193 68M CLASS 1 (STAINLESS) ANCHOR EMBEDMENT DEPTHS LISTED SHALL BE CONSIDERED EFFECTIVE EMBEDMENT DEPTHS AS DEFINED IN THE ICC-ES OR IAPMO UES EVALUATION REPORTS. PROVIDE ANCHOR LENGTH AND HOLE PER EVALUATION REPORT TO ACCOMMODATE THE EFFECTIVE EMBEDMENT SPECIFIED IN THESE DRAWINGS. SEE DETAIL MECHANICAL AND ADHESIVE ANCHORS SHALL BE ZINC PLATED CARBON STEEL UNLESS NOTED OTHERWISE. MECHANICAL AND ADHESIVE ANCHORS EXPOSED TO WEATHER SHALL BE STAINLESS STEEL. DO NOT DAMAGE EXISTING REINFORCEMENT. IF LOCATION OF REINFORCEMENT IS UNKNOWN, SCAN FOR EXISTING REINFORCING STEEL PRIOR TO DRILLING. USE OF ALTERNATE PRODUCTS, OR OF POST -INSTALLED ANCHORS AT LOCATIONS NOT SHOWN IN THESE DRAWINGS, IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO UES REPORT VALID FOR THE 2021 IBC AND DOCUMENTATION SHOWING THAT THE ALTERNATE PRODUCTS PROVIDE EQUIVALENT CAPACITY FOR ALL CONDITIONS IN THIS PROJECT. SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR USE IN CRACKED CONCRETE. WHERE ANCHORS RESIST SEISMIC LOADS OR SUSTAINED TENSION, SUBMITTED ICC-ES AND IAPMO UES REPORTS SHALL DEMONSTRATE THAT THE ANCHORS ARE SUITABLE FOR THE RESISTANCE OF SEISMIC LOADS OR SUSTAINED TENSION (AS APPLICABLE). DOCUMENTATION OF CAPACITY FOR ALTERNATE PRODUCTS MUST BE INCLUDED AS A DEFERRED SUBMITTAL. ADHESIVES SHALL NOT BE INSTALLED PRIOR TO THE CONCRETE REACHING AN AGE OF 21 DAYS AS REQUIRED BY ACI 318. ADHESIVE ANCHORS HORIZONTALLY OR UPWARDLY INCLINED TO SUPPORT SUSTAINED TENSION LOADS SHALL BE INSTALLED BY PERSONNEL CERTIFIED BY THE ACl/CRSI ADHESIVE ANCHOR INSTALLER CERTIFICATION PROGRAM, OR EQUIVALENT PROGRAM. SURVE"ED: SCALE: DESIGNED: DRAWN: oNE INGII CHECKED: AT FULI SCAT F IF NOT ONE INCH BY DATE APPR APPROVEK: SCALE ACCORDINGLY VL ERTICANAVD 1988 HOR17ONTAI: NAD 1983/1991 DATUM DRAWING LIST SO.00 STRUCTURAL NOTES AND DRAWING LIST SO.01 STRUCTURAL NOTES SO.02 STRUCTURAL ABBREVIATIONS AND SYMBOLS SO.03 STATEMENT OF SPECIAL INSPECTION AND TESTING SO.04 STATEMENT OF SPECIAL INSPECTION AND TESTING S4.05 SITE TYPICAL DETAILS CITY OF RENTON Planning/Building/Public Works Dept. R-433447 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING msippo 08/13/2025 RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT STRUCTURAL NOTES AND DRAWING LIST DATE: 07/16/25 FIFI DROOK: PAGE DRAWING NO: SO.00 47 61 co N C) C) C) N LJ `71- C) 0 0 N Q N 00 C) 0 0 C) i N co 0 w 0 N N T L0 N 0 N 0 w z rr In STRUCTURAL STEEL REFERENCE SPECIFICATIONS STRUCTURAL STEEL AISC 360 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" HIGH STRENGTH BOLTS RCSC "SPECIFICATION FOR STRUCTURAL JOINTS USING HIGH -STRENGTH BOLTS" WELDING AWS D1.1, TYPICAL AWS D1.3 FOR STEEL DECK AND COLD -FORMED FRAMING AWS D1.8 FOR SUPPLEMENTAL SEISMIC PROVISIONS AWS PREQUALIFIED JOINT DETAILS WELDER CERTIFICATION AMERICAN WELDING SOCIETY (AWS) WASHINGTON ASSOCIATION OF BUILDING OFFICIALS (WABO) STEEL JOISTS AND BRIDGING SJI STANDARD SPECIFICATIONS STEEL DECKING ANSI/SDI C "STANDARD FOR COMPOSITE STEEL FLOOR DECK -SLABS" ANSI/SDI RD "STANDARD FOR STEEL ROOF DECK" AISI S100 WITH S2 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS" WITH SUPPLEMENT 2 STEEL MATERIALS WIDE FLANGE SHAPES (W AND WT) ASTM A 992 PLATES (PL), BARS ASTM A 36 TYPICAL, ASTM A 572 GRADE 50 WHERE NOTED ANGLES (L), CHANNELS (C AND MC) ASTM A 36 STRUCTURAL TUBES (HSS) ASTM A 500, GRADE C STEEL PIPE ASTM A 53, GRADE B STRUCTURAL BOLTS ASTM F 3125, GRADE A 325 ANCHOR RODS ASTM F 1554, GRADE 36 UNLESS NOTED OTHERWISE THREADED RODS ASTM A 36, UNLESS NOTED OTHERWISE WELDING ELECTRODES 70 KSI, LOW HYDROGEN, TYPICAL 60 KSI, MINIMUM, STEEL DECK STRUCTURAL STEEL DESIGN, FABRICATION AND ERECTION SHALL CONFORM TO THE REQUIREMENTS OF IBC CHAPTER 22. ALL MEMBERS ARE TO BE ERECTED WITH NATURAL MILL CAMBER OR INDUCED CAMBER UP, UNLESS OTHERWISE NOTED ON THE PLANS. SUBSTITUTION OF MEMBER SIZES OR STEEL GRADE WILL NOT BE ALLOWED WITHOUT PRIOR APPROVAL BY THE ARCHITECT. A MINIMUM OF TWO BOLTS IS REQUIRED FOR ALL BEAM CONNECTIONS. ALTERNATIVE CONNECTIONS TO THOSE SHOWN ON THESE DRAWINGS WILL REQUIRE PRIOR APPROVAL BY THE ARCHITECT. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ERECTION AIDS AND JOINT PREPARATIONS THAT INCLUDE, BUT ARE NOT LIMITED TO, ERECTION ANGLES, LIFT HOLES AND OTHER AIDS, WELDING PROCEDURES, REQUIRED ROOT OPENINGS, ROOT FACE DIMENSIONS, GROOVE ANGLES, BACKING BARS, COPES, SURFACE ROUGHNESS VALUES, AND UNEQUAL PARTS. PORTIONS OF THE SEISMIC FORCE -RESISTING SYSTEM MEMBERS, AS DEFINED IN DETAIL 1/S5.00, ARE DEFINED AS PROTECTED ZONES AND ARE SUBJECT TO THE FOLLOWING LIMITATIONS: 1. WITHIN THE PROTECTED ZONES, HOLES, TACK WELDS, ERECTION AIDES, AIR -ARC GOUGING, AND UNSPECIFIED THERMAL CUTTING FROM FABRICATION OR ERECTION OPERATIONS SHALL BE REPAIRED AS REQUIRED BY THE ENGINEER. 2. WELDED HEADED STUD ANCHORS AND DECKING ATTACHMENTS THAT PENETRATE THE BEAM FLANGE SHALL NOT BE PLACED ON BEAM FLANGES WITHIN THE PROTECTED ZONES. ARC SPOT WELDS AS REQUIRED TO SECURE DECKING SHALL BE PERMITTED. 3. WELDED, BOLTED, SCREWED OR SHOT -IN ATTACHMENTS FOR PERIMETER EDGE ANGLES, EXTERIOR FACADES, PARTITIONS, DUCT WORK, PIPING OR OTHER CONSTRUCTION SHALL NOT BE PLACED WITHIN THE PROTECTED ZONES. PROTECTION OF STEEL STRUCTURAL STEEL AND CONNECTIONS, INCLUDING PLATES AND OTHER STEEL ITEMS EMBEDDED IN CONCRETE, WHICH ARE EXPOSED TO WEATHER AND NOT TO BE PAINTED ACCORDING TO THE ARCHITECT, SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION IN COMPLIANCE WITH ASTM A 123. ALL FIELD WELDS ON GALVANIZED MATERIAL SHALL BE COATED WITH BRUSH APPLIED ZINC -RICH PAINT COMPLYING WITH ASTM A 780. CLEAN AREAS WHERE GALVANIZING IS DAMAGE OR MISSING AND REPAIR WITH ZINC -RICH PAINT COMPLYING WITH ASTM A 780. ZINC -RICH PAINT SHALL BE A MINIMUM OF 4 MILS OF DRY FILM THICKNESS. STRUCTURAL STEEL AND CONNECTIONS SHALL BE FIREPROOFED WHERE REQUIRED BY THE ARCHITECT. PRIMARY AND SECONDARY STRUCTURE ARE TO BE AS DEFINED BY THE IBC. STRUCTURAL MEMBERS SHALL BE ASSUMED TO BE IN A THERMAL UNRESTRAINED CONDITION FOR THE PURPOSES OF DETERMINING FIREPROOFING THICKNESS. UL DESIGN SHALL BE IN ACCORDANCE WITH LRFD DESIGN METHODOLOGY. WHERE SPRAY -APPLIED CEMENTITIOUS FIREPROOFING IS EXPOSED TO WEATHER, STRUCTURAL STEEL SHALL BE CONSIDERED EXPOSED TO WEATHER, AND SHALL BE PROTECTED ACCORDINGLY. ALL COATINGS ARE TO FOLLOW THE SPECIFICATIONS AND PRODUCT MANUFACTURER'S INSTRUCTIONS. WELDING ALL WELDING SHALL BE IN CONFORMANCE WITH AISC AND AWS STANDARDS, AND SHALL BE PERFORMED BY AWS-WABO-CERTIFIED WELDERS. ONLY WELDS THAT ARE PREQUALIFIED, AS DEFINED BY AWS, OR QUALIFIED BY TESTING SHALL BE USED. SHOP DRAWINGS SHALL SHOW ALL WELDING WITH AWS A2.4 SYMBOLS. WELDS SHOWN ON THE DRAWINGS ARE MINIMUM SIZES. INCREASE WELD SIZE TO AWS MINIMUM SIZES BASED ON THICKNESS. MINIMUM WELD SIZE SHALL BE 3/16-INCH, UNLESS NOTED OTHERWISE. THE WELDS SHOWN ARE FOR THE FINAL CONNECTIONS. FIELD WELD SYMBOLS ARE SHOWN WHERE FIELD WELDS ARE REQUIRED BY THE STRUCTURAL DESIGN. WHERE FIELD WELD IS NOT INDICATED, THE CONTRACTOR IS RESPONSIBLE FOR DETERMINING IF A WELD SHOULD BE SHOP OR FIELD -WELDED IN ORDER TO FACILITATE THE STRUCTURAL STEEL ERECTION. WELDING OF THE SEISMIC FORCE -RESISTING SYSTEM SHALL BE EXECUTED IN ACCORDANCE WITH THE PROVISIONS OF AWS D1.8 "STRUCTURAL WELDING CODE - SEISMIC SUPPLEMENT". WELDS ASSOCIATED WITH THE SEISMIC FORCE -RESISTING SYSTEM ARE IDENTIFIED WITHIN THESE DRAWINGS AS FOLLOWS: NOTE WITHIN WELD TAIL D1.8 INDICATES WELDS SUBJECT TO REQUIREMENTS OF D1.8 D1.8-DCW INDICATES DEMAND CRITICAL WELDS SUBJECT TO ADDITIONAL SPECIFIC REQUIREMENTS WITHIN D1.8 WELDS NOTED AS D1.8 SHALL BE MADE WITH FILLER METAL PRODUCING WELDS WITH A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 20 FT-LBF AT 0 DEGREES-F AS DETERMINED BY THE APPLICABLE AWS A5 CLASSIFICATION TEST METHOD. FILLER METAL FOR WELDS NOTED AS D1.8-DCW SHALL ALSO HAVE A MINIMUM CHARPY V-NOTCH TOUGHNESS OF 40 FT-LBF AT 20 DEGREES-F AS DETERMINED BY SECTION A3.4B OF AISC 341-16. CONTRACTOR SHALL SUBMIT TO THE BUILDING OFFICIAL THE WELDING PROCEDURE SPECIFICATIONS VERIFYING THESE REQUIREMENTS. REMOVE FINISHES FROM STEEL PRIOR TO COMPLETING WELDED CONNECTIONS. REPAIR FINISHES AS REQUIRED PER "PROTECTION OF STEEL" SECTION ABOVE AND PER THE SPECIFICATIONS. 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com STRUCTURAL NOTES- CONTINUED STEEL DECK STEEL DECK SHALL CONFORM TO ASTM A 653. WHERE THE DECK IS LEFT PERMANENTLY EXPOSED, GALVANIZED COATING SHALL CONFORM TO ASTM A 924, G90. IN OTHER AREAS, GALVANIZED COATING SHALL CONFORM TO ASTM A 924, G60. STEEL DECK SHALL CONFORM TO THE FOLLOWING: f, (PSI) USE 40,000 MINIMUM NONCOMPOSITE STEEL ROOF DECK MINIMUM DECK GAUGES ARE SHOWN ON PLANS AND ARE BASED ON 3-SPAN, UNSHORED CONDITIONS. HEAVIER DECK GAUGES MAY BE REQUIRED FOR CONDITIONS OTHER THAN THESE, DEPENDING ON MANUFACTURER'S AND CONTRACTOR'S LAYOUT. DECK SUPPLIER SHALL VERIFY DECK GAUGES AND CAPACITIES BASED ON ACTUAL DECK LAYOUT AND SPAN CONDITIONS INCLUDING A 10 PSF SUPERIMPOSED DEAD LOAD ALLOWANCE FOR THE STEEL ROOF DECK. DEVIATIONS IN DECK GAUGES FROM THOSE SHOWN SHALL BE SUBMITTED TO THE ARCHITECT, ALONG WITH A VALID ICC REPORT FOR APPROVAL PRIOR TO SHOP DETAILING. DECK WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3, "STRUCTURAL WELDING CODE - SHEET STEEL." WELDERS SHALL BE QUALIFIED BY WABO SHEET STEEL WELDER CERTIFICATION PROGRAM. ARC SPOT WELD SIZES NOTED ARE BASED ON THE NOMINAL (VISIBLE) DIAMETER. CONTRACTOR SHALL PROVIDE CLOSURE PLATES, FLASHING, AND ALL MISCELLANEOUS COLD -FORMED FRAMING NECESSARY TO COMPLETE THE WORK. THE MINIMUM BEARING SHALL BE 2 INCHES. NONCOMPOSITE STEEL ROOF DECK STEEL ROOF DECK SHALL BE OF THE SIZE, GAUGE, AND MINIMUM SECTION PROPERTIES SHOWN ON THE PLANS OR AN APPROVED EQUAL. STEEL ROOF DECK FASTENING SHALL BE AS SHOWN ON THE PLANS. THE MINIMUM END LAP SHALL BE 2 INCHES CENTERED OVER SUPPORTS. SUSPENDED CEILINGS, LIGHT FIXTURES, PIPES, DUCTS, MECHANICAL OR ELECTRICAL EQUIPMENT, OR OTHER UTILITIES SHALL NOT BE SUPPORTED BY THE NONCOMPOSITE STEEL ROOF DECK WITHOUT APPROVAL OF THE ENGINEER. HOLES OR COMBINATIONS OF HOLES IN NONCOMPOSITE STEEL ROOF DECK, WHICH CUT TWO WEBS WHICH ARE CLOSER THAN 24 INCHES ON CENTER IN ANY DECK SPAN, MAY REQUIRE DECK REINFORCEMENT AND REQUIRE DIRECTION FROM THE ENGINEER. COLD -FORMED STEEL, LOAD -BEARING REFERENCE STANDARDS • IBC CHAPTER 22, SECTIONS 2210 AND 2211. • AISI S100 WITH S2 "NORTH AMERICAN SPECIFICATION FOR THE DESIGN OF COLD - FORMED STEEL STRUCTURAL MEMBERS" WITH SUPPLEMENT 2 • AISI S240 "NORTH AMERICAN STANDARD FOR COLD -FORMED STEEL STRUCTURAL FRAMING" • AISI S400 "NORTH AMERICAN STANDARD FOR SEISMIC DESIGN OF COLD -FORMED STEEL STRUCTURALSYSTEMS" SUBMITTALS SUBMIT PRODUCT DATA AND PROOF OF ICC-ES OR IAPMO-UES APPROVAL FOR FRAMING MEMBERS, FASTENERS, AND CONNECTION HARDWARE VALID FOR THE 2021 IBC. ALTERNATE MATERIALS WITH EQUIVALENT SIZE, SHAPE, STRENGTH AND STIFFNESS SHALL BE SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT. FRAMING MEMBERS COLD -FORMED STEEL FRAMING MEMBERS SHALL BE OF THE SIZE, SHAPE, AND GRADE AS INDICATED ON THE DRAWINGS AND IN ACCORDANCE WITH THE STEEL STUD MANUFACTURER'S ASSOCIATION ICC EVALUATION REPORT ESR-3064P. ALL MEMBERS TO HAVE G60 COATING UNLESS NOTED OTHERWISE. ALL EXTERIOR MEMBERS SHALL HAVE G90 COATING. MATERIALS STUDS AND TRACK ASTM A 1003, TYPE H 43 MIL AND THINNER, GRADE 33 54 MIL AND THICKER, GRADE 50 FLOOR JOISTS, ROOF JOISTS AND RIM TRACK TRADEREADY BY CLARKDIETRICH 43 MIL AND THINNER, GRADE 33 54 MIL AND THICKER, GRADE 50 MISCELLANEOUS SHAPES (STRIPS, ASTM A 653, GRADE 50 SHEETS, ANGLES, BRIDGING) SHEET METAL SCREWS FRAMING FASTENERS SHEAR WALL FASTENERS FLOOR AND ROOF DIAPHRAGM FASTENERS WELDING ELECTRODES ASTM C 1513 GRABBER WAFER HEAD GRABBER BUGLE HEAD GRABBER PAN OR HEX HEAD 70 KSI, USE LOW HYDROGEN WHEN WELDING TO STRUCTURAL STEEL FRAMING CONNECTORS CONNECTORS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY AS SPECIFIED IN CATALOG NO. C-CF-2023. PROVIDE THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER UNLESS NOTED OTHERWISE. CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBER SHEET METAL SCREWS FASTENERS SHALL BE SELF -DRILLING AND SHALL EXTEND THROUGH THE CONNECTION WITH A MINIMUM OF 3 EXPOSED THREADS. WELDING WELDING OF COLD -FORMED STEEL SHALL CONFORM TO AWS D1.3 AND SHALL BE PERFORMED BY AWS-WABO CERTIFIED WELDERS. GALVANIZING GALVANIZE ALL MEMBERS IN ACCORDANCE WITH ASTM A 653, G60. COLD -FORMED STEEL ANCHORS TO CONCRETE AND STEEL WHERE INDICATED ON THE DRAWINGS, PROVIDE ANCHORS PER THE FOLLOWING TABLE. USE OF ALTERNATE PRODUCTS IS SUBJECT TO THE APPROVAL OF THE ARCHITECT. SUBMIT PROPOSED ANCHORS TO THE ARCHITECT WITH AN ICC-ES OR IAPMO LIES REPORT VALID FOR THE 2021 IBC. REFERENCE THE ANCHORS SECTION FOR ADDITIONAL REQUIREMENTS. COLD -FORMED STEEL ANCHORS TO CONC AND STEEL APPLICATION PRODUCT DIAMETER EMBED MIN EDGE MIN EVALUATION DISTANCE SPACING REPORT PAF H6P FULLSTEEL TO STEEL X S16P8TH 0.145" PENETRATION 1/2" 1" SR-175 ESR 1752 (3/16" MIN) CONCRETE SIMPSON ICC-ES SCREW TITEN HD 3/8" 2 1/2" 2 3/4" 3" ESR-2713 ANCHOR N0. REVISION STUD PUNCHOUTS STUD PUNCHOUTS SHALL BE SPACED 24" OC AT MINIMUM. THE FIRST PUNCHOUT SHALL BE A MINIMUM OF 10" AWAY FROM THE ENDS OF EACH STUD. BUNDLED STUDS TWO STUDS IN A BOXED CONFIGURATION, OR STUD GROUPS OF 3 OR MORE MEMBERS, SHALL BE SHOP WELDED WITH 1/8" FLARE GROOVE WELDS x 1/2" LONG, BOTH SIDES AT 12" OC. INSULATION PROVIDE INSULATION IN BOXED OR BUILT-UP FRAMING MEMBERS AS REQUIRED BY THE ARCHITECTURAL DRAWINGS. COLD -FORMED STEEL JOISTS JOISTS ARE ASSUMED TO HAVE FULL LATERAL SUPPORT WITH DECKING ATTACHED TO THE COMPRESSION FLANGE. JOIST ENDS MUST BE BRACED BY RIM TRACK OR BLOCKING. MINIMUM 3 1/2" JOIST BEARING WIDTH AT WALLS. ADD WEB STIFFENER IF BEARING WIDTH IS LESS THAN 3 1/2". RATED SHEATHING WOOD STRUCTURAL PANELS SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF U.S. DEPARTMENT OF COMMERCE (DOC) PS-1 "CONSTRUCTION AND INDUSTRIAL PLYWOOD" OR DOC PS-2 "PERFORMANCE STANDARD FOR WOOD -BASED STRUCTURAL -USE PANELS". EACH PANEL SHALL BEAR THE APA GRADE TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION. HARD LID SHEATHING 15/32" 48/24 C-D INT APA WITH EXTERIOR GLUE (CDX) SHEAR WALL SHEATHING 15/32" 32/16 STRUCT 1, EXPOSURE 1 UNO ALL HARD LID SHEATHING AND SUBFLOORING SHALL BE INSTALLED FACE GRAIN PERPENDICULAR TO SUPPORTS OR AS INDICATED ON THE DRAWINGS. ROOF AND SUBFLOORING SHEATHING SHALL BE UNBLOCKED OR AS INDICATED ON DRAWINGS. INSTALL WITH 1/8" GAP BETWEEN PANELS. SHEAR WALL SHEATHING SHALL BE BLOCKED AT ALL PANEL EDGES AS INDICATED IN THE SHEAR WALL SCHEDULE, UNLESS NOTED OTHERWISE. ERECTION 1. EACH JOIST, RAFTER, ROOF TRUSS, AND WALL STUD SHALL BE IN VERTICAL ALIGNMENT OVER THE ENTIRE BUILDING HEIGHT. 2. STUDS SHALL BE SEATED INTO THE TOP AND BOTTOM TRACKS WITH LESS THAN 1/16" GAP BETWEEN THE END OF THE STUD AND THE WEB OF THE TRACK. 3. HANDLING AND LIFTING OF PREFABRICATED PANELS SHALL NOT CAUSE PERMANENT DISTORTION TO ANY MEMBER. FIELD CUTS AND NOTCHES FIELD CUTS OR NOTCHES OF ANY KIND ARE NOT PERMITTED IN LOAD -BEARING COLD - FORMED STEEL MEMBERS. IF A FIELD CUT IS REQUIRED, THE CONTRACTOR SHALL RECEIVE DIRECTION FROM THE ARCHITECT PRIOR TO CUTTING. PERMANENT WALL BRIDGING WALL BRIDGING AND BRIDGING ANCHORAGE SHOWN IN THESE DRAWINGS SHALL BE CONSIDERED AS PERMANENT. THIS BRIDGING MUST BE IN PLACE PRIOR TO APPLYING AXIAL LOAD TO STUDS. WOOD WOOD CONSTRUCTION SHALL CONFORM TO ALL REQUIREMENTS OF IBC CHAPTER 23 SAWN LUMBER SAWN LUMBER SHALL CONFORM TO THE LATEST EDITION OF "GRADING AND DRESSING RULES" BY WCLIB OR "WESTERN LUMBER GRADING RULES" BY WWPA. LUMBER SHALL BE SEASONED DRY WITH A MAXIMUM MOISTURE CONTENT OF **15%** "19%" AND BE THE SPECIES AND GRADE SPECIFIED BELOW. USE GRADE Fb (PSI) (SINGLE USE) PLANKING & PLATES 2" TO 4" THICK, 2" AND WIDER HEM -FIR NO. 2 850 DOUGLAS FIR -LARCH NO. 2 900 JOISTS & RAFTERS 2" TO 4" THICK, 2" AND WIDER HEM -FIR NO. 2 850 DOUGLAS FIR -LARCH NO. 2 900 BEAMS & STRINGERS 5"x5" AND LARGER DOUGLAS FIR -LARCH NO. 1 1,350 WOOD FASTENERS AND CONNECTORS WOOD CONNECTORS SHALL BE SIMPSON STRONG -TIE AS SPECIFIED IN CATALOG NO. C-C-2021, OR APPROVED EQUAL. INSTALL CONNECTORS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS WITH NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE FASTENERS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A 307. PROVIDE STANDARD WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. ALL SHIMS SHALL BE SEASONED DRY AND BE THE SAME GRADE (MIN) AS THE MEMBERS CONNECTED. ALL JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH LU SERIES JOIST HANGERS, UNLESS NOTED OTHERWISE. ALL DOUBLE AND TRIPLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH BEAMS WITH U SERIES HANGERS, UNLESS NOTED OTHERWISE. ALL FRAMING NAILS SHALL HAVE THE SIZE AND MINIMUM LENGTH AS SPECIFIED IN THE FOLLOWING TABLE, UNLESS NOTED OTHERWISE. NAIL TYPE SHALL BE COMMON UNLESS NOTED OTHERWISE. POWER -DRIVEN NAILS AND STAPLES SHALL BE IN ACCORDANCE WITH ICC-ES ESR-1539. NAILING NOT SHOWN SHALL BE AS INDICATED IN IBC TABLE 2304.10.2. FRAMING NAILS TYPE MARK TYPE SHANK DIAMETER MINIMUM LENGTH 8d COMMON 0.131" 21/2" 10d COMMON 0.148" 3" 16d COMMON 0.162" 31/2" 16d-SHORT SHORT 0.131" 31/4" POWER -DRIVEN NAILS MAY BE SUBSTITUTED FOR COMMON NAILS AT SPACING AS FOLLOWS. SUBSTITUTIONS FOR NAIL SIZE, SPACING, OR QUANTITY NOT SHOWN REQUIRE APPROVAL. SURVEYED: SCALE: DESIGNED: DRAWN: oLF 9C CHECKED: AT FULI SCATF IF NOT ONE INCH BY DATE APPR APPROVED: SCALE ACCORDINGLY ALTERNATE NAILING SCHEDULE FASTENER TYPE SHANK DIAMETER LENGTH SPACING 8d COMMON 0.131" 2 1/2" 16" 12" 8" 6" 4" 3" 2" 16d SHORT 0.131" 3 1/4" 16" 12" 8" 6" 4" 3" 2" 10d COMMON 0.148" 3" 16" 12" 8" 6" 4" 3" 2" 16d SHORT 0.131" 3 1 /4" 12" 10" 6" 4" 3" 2 1/2" 1 1/2" 16d COMMON 0.162" 3 1/2" 16" 12" 8" 6" 4" 3" 16d SHORT 0.131" 3 1 /4" 10" 8" 5" 4" 2 1/2" 2" ALL FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE -TREATED LUMBER SHALL BE GALVANIZED WITH A MINIMUM COATING OF 1.85 OUNCES/SQUARE FOOT. PRESERVATIVE -TREATED WOOD WOOD SHALL BE PROTECTED FROM DECAY AND TERMITES IN ACCORDANCE WITH IBC 2304.12. PRESERVATIVE -TREATMENTS SHALL CONFORM TO THE APPROPRIATE STANDARDS OF THE AWPA FOR SAWN LUMBER, GLUED -LAMINATED TIMBER, ROUND POLES, PILES, AND MARINE PILES AND SHALL BEAR A TREATMENT IDENTIFICATION MARK BY THE CERTIFYING AGENCY. THE SELECTED PRESERVATIVE -TREATMENT SHALL CONFORM TO THE "BEST MANAGEMENT PRACTICES" OF THE WWPI. ALL LUMBER IN CONTACT WITH CMU, CONCRETE, OR GROUND SURFACES SHALL BE PRESERVATIVE -TREATED. PRESERVATIVE TREATMENT SHALL NOT REDUCE ALLOWABLE DESIGN STRESSES. LUMBER SHALL ALSO BE TREATED TO THE M4-16 (FIELD TREATMENT) STANDARD. R-433448 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING � �' msippo 08/13/2025 %j DATE: VERTICA° NAVD 1988 RENTON MARKET &PIAZZA HORI7ONTAI : NA° 1983�1991 CITY OF 07/16/25 CIVIL CONSTRUCTION PERMIT FIFIDRODK %R]R E N TO N PAGF DATUM DRAWING NO: Planning/Building/Public Works Dept. S0.01 STRUCTURAL NOTES SHFFT: OF. 48 61 co C) C) N LJ N 0 0 0 C) i N Lu _J L.L O N N T LO N 0 N 7t 0 LU z it F NT cco o STRUCTURAL ABBREVIATIONS Nt - 6 AB ANCHOR BOLT IE INVERT ELEVATION i ADD'L ADDITIONAL IF INSIDE FACE Q ADH ADHESIVE IN INCH LLI ADJ ADJUSTABLE INFO INFORMATION AESS ARCHITECTURALLY EXPOSED INT INTERIOR STRUCTURAL STEEL JST JOIST AFF ABOVE FINISH FLOOR JT JOINT AGG AGGREGATE K KIP (1,000 LBS.) ANCH ANCHOR KSF KIPS PER SQUARE FOOT ARCH ARCHITECTURAL LF LINEAL FOOT ARD ADHESIVE REINFORCING DOWEL LFH LONG FACE HORIZONTAL B/ BOTTOM OF LLH LONG LEG HORIZONTAL BLDG BUILDING LLV LONG LEG VERTICAL BLKG BLOCKING LNGT LONGITUDINAL BM BEAM LP LOW POINT BN DIAPHRAGM BOUNDARY NAILING LSL LAMINATED STRAND LUMBER BOT BOTTOM LVL LAMINATED VENEER LUMBER BRB BUCKLING -RESTRAINED BRACE MAX MAXIMUM BRBF BUCKLING -RESTRAINED BRACE FRAME MECH MECHANICAL BRG BEARING MFR MANUFACTURER BSMT BASEMENT MIN MINIMUM BTWN BETWEEN MISC MISCELLANEOUS BUR BUILT-UP ROOF MOM MOMENT C CAMBER NIC NOT IN CONTRACT CAP CAPACITY NO NUMBER CC CENTER TO CENTER NOM NOMINAL CDF CONTROLLED DENSITY FILL NS NEAR SIDE CFS COLD -FORMED STEEL NS NONSHRINK CIP CAST -IN -PLACE NTS NOT TO SCALE CJ CONSTRUCTION OR CONTROL JOINT OC ON CENTER CJP COMPLETE JOINT PENETRATION OD OUTSIDE DIAMETER CL CENTERLINE OF OUTSIDE FACE CLG CEILING OPNG OPENING CLR CLEAR OPP OPPOSITE CLT CROSS -LAMINATED TIMBER P POST CMU CONCRETE MASONRY UNIT PAF POWER ACTUATED FASTENER COL COLUMN PC PIECE CONC CONCRETE PC PILE CAP CONN CONNECTION PEN PENETRATION CONST CONSTRUCTION PJP PARTIAL JOINT PENETRATION CONT CONTINUOUS PL PROPERTY LINE CONTR CONTRACTOR PL PLATE CONTY CONTINUITY PLWD PLYWOOD COORD COORDINATE PNL PANEL CTR CENTER PSF POUNDS PER SQUARE FOOT CY CUBIC YARD PSI POUNDS PER SQUARE INCH DB DIVIDER BEAM PT POST -TENSIONED DBA DEFORMED BAR ANCHOR PT PRESERVATIVE -TREATED DBL DOUBLE PWT PREFABRICATED WOOD TRUSS DCW DEMAND CRITICAL WELD R RADIUS DEMO DEMOLISH RD ROOF DRAIN DET DETAIL REINF REINFORCING DF DOUGLAS FIR REM REMAIN(DER) DIA DIAMETER REQ'D REQUIRED DIAG DIAGONAL RND ROUND DKG DECKING RO ROUGH OPENING DN DOWN RTN RETURN DO DITTO SC SLIP CRITICAL DWF DEFORMED WIRE FABRIC SCHED SCHEDULE DWG DRAWING SDCI SEATTLE DEPARTMENT OF DWL DOWEL CONSTRUCTION AND INSPECTIONS EA EACH SDQ SPECIAL DUCTILE QUALITY EF EACH FACE SECT SECTION EL ELEVATION SFRS SEISMIC FORCE -RESISTING SYSTEM ELECT ELECTRICAL SHT SHEET ELEV ELEVATOR SHTG SHEATHING EN PANEL EDGE NAILING SIM SIMILAR EQ EQUAL SOG SLAB -ON -GRADE EQUIP EQUIPMENT SP SPACE ES EACH SIDE SPEC SPECIFICATION EW EACH WAY SQ SQUARE EX EXISTING SST STAINLESS STEEL EXP EXPANSION ST SUSTAINED TENSION ANCHOR EXT EXTERIOR STD STANDARD F FAHRENHEIT STIFF STIFFENER FD FLOOR DRAIN STIRR STIRRUP FDN FOUNDATION STL STEEL FF FINISH FLOOR STRUCT STRUCTURAL FIN FINISH SUPP SUPPORT FLG FLANGE SYM SYMMETRICAL FLR FLOOR T&B TOP AND BOTTOM FOB FACE OF BUILDING T&G TONGUE AND GROOVE FS FAR SIDE T/ TOP OF FT FEET TB TABLE FTG FOOTING THK THICK(NESS) GA GAUGE THRU THROUGH GALV GALVANIZED TRANS TRANSVERSE GB GRADE BEAM TYP TYPICAL GEN GENERAL LINO UNLESS NOTED OTHERWISE GL GLUED LAMINATED TIMBER UT ULTRASONIC TESTING GOVT GOVERNMENT VERT VERTICAL GR GRADE VIF VERIFY IN FIELD GWB GYPSUM WALL BOARD W W-SHAPE HF HEM -FIR W/ WITH HGR HANGER W/O WITHOUT HK HOOK WD WOOD HORIZ HORIZONTAL WHS WELDED HEADED STUD HP HIGH POINT WL WATER LINE HSS HOLLOW STRUCTURAL SECTION WP WORK POINT IBC INTERNATIONAL BUILDING CODE WSBC WASHINGTON STATE BUILDING CODE ID INSIDE DIAMETER 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 110 i O LOW SIDE 1 � • STRUCTURAL DRAWING SYMBOLS CONCRETE SYMBOLS CONCRETE COLUMN ABOVE OR PASSING THROUGH THIS LEVEL CONCRETE COLUMN BELOW REINFORCING TYPE STEPPED FOOTING CONCRETE WALL ABOVE OR PASSING THROUGH LEVEL PARTIAL HEIGHT CONCRETE WALL MASONRY WALLS CONCRETE IN CROSS SECTION EXISTING CONCRETE IN CROSS SECTION STEEL SYMBOLS STEEL COLUMN ABOVE OR PASSING THROUGH THIS LEVEL STEEL COLUMN BELOW THIS LEVEL STEEL IN CROSS SECTION CAMBER AT MID -SPAN NUMBER OF STUDS BEAM SIZE COLUMN 10, BELOW -- W24x55 [20] C 3/4" ( 10") FULL HEIGHT PLATE CONNECTION U FH U m N N < SPECIAL STUD M xa SPACING FOR ��uS X N GIRDERS 0000 BRACED FRAME x ABOVE BRACED Y FRAME BELOW NUMBER OF BOLTS IN SPECIAL CONNECTIONS NUMBER OF BOLTS IN CONNECTION IF DIFFERENT FROM TYPICAL SCHEDULE N0. TOP OF STEEL ELEVATION DEVIATION FROM TYPICAL SPECIAL MOMENT RESISTING FRAME CONNECTION -o MOMENT OR TENSION RESISTING —� CONNECTION BEAM U) PENETRATION Ir c/) MEMBER OF THE N SEISMIC FORCE - RESISTING SYSTEM x v N> BOT FLANGE BEAM BRACE SHOP WELDED CANTILEVER GENERAL SYMBOLS M co 10 GRID BUBBLE N C) 777SURFACE - SLOPE UP C) N 77Tl, SURFACE - STEPPED 7777> SURFACE - SLOPE DOWN <�T, SURFACE - SLOPE TWO WAYS UNDISTURBED SOIL, COMPACTED SOIL, BACKFILL, OR ANY PREPARED SUBGRADE. SEE SPECIFICATIONS FOR TYPE OF MATERIAL AND PREPARATION METHOD. PLAN NORTH NORTH ARROW M 0 0 i 1 STANDARD SECTION CUTS N S3.1 Q 1 1 BUILDING SECTION CUTS S3.1 S3.1 J 1 ELEVATION OF WALL OR FRAME S3.1 100'-01, SPOT ELEVATION: TOP OF PLYWOOD TOP OF CONCRETE TOP OF STEEL 100' 0" TOP OF CONCRETE ELEVATION 100' 0" TOP OF STEEL ELEVATION O 0 T/SLAB REFERENCE ELEVATION. REFER TO PLAN C) UNLESS NOTED OTHERWISE. i LEVEL 01 ELEVATION OF LEVEL P1r AW P WORKPOINT DIRECTION OF DOWNWARD SLOPE DIRECTION OF SPAN EXISTING FRAMING DEMOLITION SYMBOLS — — — — — — — DEMOLISH FRAMING r , DEMOLISH SLAB C _ _l�: 1 U DEMOLISH CMU WALL DEMOLISH CONCRETE WALL LJ U DEMOLISH CONCRETE COLUMN DEMOLISH STEEL COLUMN R-433449 IN COMPLIANCE WITH CITY OF RENTON STANDARDS ENGINEERING EDEVELO:PIMENT o 08/13/2025 SURVEYED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/13/1991 CITY OF RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT DATE: 07/16/25 DESIGNED: F"'°R°OK RENTON PAGE. DRAWN: ONCH DATUM Planning/Building/Public Works Dept. STRUCTURAL ABBREVIATIONS AND DRAWING NO: S0.02 CHECKED: AT FULL SCALE IF NOT ONE INCH REVISION BY DATE APPR SCALE ACCORDINGLY SYMBOLS APPROVED: SHFFT: OF: 49 61 m co N O O O LO N A N co O O O O N rr ra P� N i Q N O N rr U rr c 0 W c 0 c aD Cc c6 co N N co N O N O O 75 O rr U LU J_ L.L WE 1 O N N T ^ 1T VJ N O N 7t 0 LU z rr n C'7 C'7 CV O O O LO CV �� It O C'M O O O 4 CV Q J CV 00 O O O O 4 CV rr 0- P� N i Q N O N rr U rr c 0 W c 0 c aD Cc c6 M N N N O N O O 75 O rr U LU J_ L.L WE 1 O N N T ^ 1T VJ N O N 7t 0 LU z rr n O 0 r� O 0 z w rn N 0 0 z Q 0 0 Lv v� U O m a Q) I 0 O O 0 z w ry rn z 0 z Lv ry z n C_ O E 0 N M O I LO N O N L 7 a z J GP \� I I I 36, r - 1 I �_ _ BIKE RACK DRINKING FOUNTAINN u RING O BENCH BENCH - ❑ ❑ ❑ ❑TRASHCAN BENCH B CH - - - - - - - - - I BENCH ° /❑ P ❑ BENCH BENCH COL - co PLAN C0 GP i E coL COL ° ❑ ❑ coL ❑ I J � FF=36.55 I I 1J COL (TYP) COL P i POLICE,PRKG ❑ ❑ ❑ BENCH 3' METAL HANDRAIL I �, O I PCAB 3' METAL HANDRAIL METRO.CARD.READER ° ° ° ❑ ❑ C00 COL SSMH 71713 O - - - - - - - - - - EVEN PRKG COL COL ❑ COL i P `p P P - - - - - - _ _ _ BENCH_ _ _COL _ 0 0 10 20 40 60 RIM .2 N, I ° NG 2 2 i ~ IE 31.2 N,S @ CL DT16 DT16" I I GP LJJ SCALE I N FEET I I Q - - 0 _ 'L2FLKMI 1 .VEH-O DT16" _ D R1 PRKG - _ DT16" XING i . OGP S PERMIT.VEH.ONLY L8 EVENT.PRKG DT18" I o O GP PERMIT.VEH.ONLY 3' METAL HANDRAIL 3' METAL HANDRAIL I P P SD LOCATION OF ALL SPU/CEDAR I o GP 0� CB 3468 DT16" EVENT.PRKG GP I i � � � EVENT.PRKG I RIVER PIPES APPROXIMATE RIM 35.69 / BIKE STORAGE UNITS P i w w SDMH 71263 IE 33.2 N, 12" CPP / DRAIN j DT16" CB 4265 OGP I SS I P I x w CB 3470 �1 RIM 37.07 i ❑ i CB 77837 f- �- a a -RIM 35.81 i Ujw \ RIM 36.11 IE 33.6 S, 12" CPP / COL COL IE 32.9 S, 12" METAL GP - I � RIM 37.55 \ DT18" DW a U IE 33.1 E, 12" CPP M 436.91 IE 33.6 W, 12" CPP $ GP GP w IE 32.7 N, 18" CPP o / IE 34.8 E, 12" METAL o IE 32.7 W, 8" CONC IE 33.6 N, 12" CPP J 569600-0120/ GP i. IE 35.6 W, 8" METAL \ 12" BOEING WATER MAIN I - IE 33.0 E, 12 METAL 569600-0065 J \ Ln GP U GO pGP GPO GPGP O OGP OGP , P GPO GP&LITEO OGP GP GP / \ CB 1301 I COL COL / P OGP OGP GPO OGP OGP p \ \ RIM 34.13 I I I----------------- - - - - - - ------------ _ Q \ IE 32.3 S, 6" IRON _ - _ I ------ \ IE 31.8 SE, 12" CONC i COL GAS METER ASSEMBLY L9 III III 1 DT8" 3 IE 31.8 NW, 12 CONC CB 71710 D 8" DT1 S ® STRIP DRAIN YD 3034 SS.52 () \ RIM 35.15 25' ARCHWAY RIM IE 33.6 E, 6" CONC M' 3' METAL HANDRAIL ELEV 387.0 @ BOTTOM DT6"(3) 66" SPU WATER SSMH 71492 �q, 3' METAL HANDRAIL YD 3033 SD I A' p RIM 35.59 •• RIM 38.45 DT12" KED WATER" 51.5" SPU WATER � IE 31.7 E,N @ CL g I W ELEV 37.0 @ BOTTOM COL i " CB 72904 MARKED "PLASTIC" \\ DT18" 4" FIRE SPRINKLER SUPPLY PER RECORD i >, SD `. RIM 35.75 G G IE 32.6 S, 12" CONC COL �6. COL N � CB 71544 i 38J DT10"(2) IE 32.6 W, 12" CONIC ~ I I YNCH RIM 35.19 �' \\ DT18' co IE 33.5 W, 6" CONC SID p IE 34.5 E, 8" METAL DT12" COL / J IE 33.5 N, 12" METAL FF=37.82 WATER' \ , 569600-0055 FF=37.83 DT8 3' AC S� GPO GP p S BENCH YD 2156 STRIP DRAIN i G RIM 37.16 CB 77838 COL ING.AHEAD i �\ O GP P T 25' ARCHWAY DT12" O IE 34.4 SW, 8" IRON RIM 37.29 1 p GP \ W COL O DT18" ® OL ® IE 34.4 SE, 8" IRON IE 35.0 E, 12" METAL 0 GP I _- _ 2H:R.PRKG .:::: - SD O GP COL IE 35.3 W, 4 PVC i ����: o U U U DT1 U P �:. :. :. :.:.:. :��� _ :. _ :. :. p OGP R FFIC.ISLA D SOLID COVE 3' METAL HANDRAIL P I P COL SS DT12" OGP 36.44 �� -AL- ------ ---_ ______ I TRASH BIN :=35 SPU 50' ANODE SD OGP S - J"8"5E� bola-- SEE NOT,--- $--------- $ - - - (SEE NOTE BENCH P SS (SEE NOTE 7) S =HR;PRKG. = p . DT6 TRASHCAN T14" © DT16" o GP : S P C) .�� o O ASHCAN T16 cn C5 :14:83 36. \ RIM 35;32 3' :IRON BIKE RACK \ - T10" T10» I ' DT10 t . . . . . . . . . . . . . . . . U - - -� = W = _ STONUNTAIN (TYP) IE :33..5 :SE,: 6.': P_VG : ::::::::::::::::::::::::: :�\. 3' METAL HAND D ( 0 7) _ - BENCH \ BARK/DIR p S , BLDR U 36 SPUW 50' ANODE S DT10" DRINKING FOUNTAIN t DT10" -� DT W ® t? PER RECORD MDT12" BENCH Y 2116 DTI CB 71706 DT10" YD 2402 DT8" P 36.52 TRASHCAN RIM 35.32 rn \ RIM 37.34 BLDR " 34.1' NW 8 IRON IE 32.9 S 1: CONIC CT14" ^� / E 34.0 N 10" IRON \ IE 34.8 NW, 8" IRON (BARK/DIRT BLDR E' IE 32.9 N 12" CONC IE 34.7 SE 8" IRON DT4" c� \ t DT16' IE 33.6 W 8" CPP DT6 „ DT6" cn aFp \ \ p 1 DT8 ,o YD 2069 � I DT6' , t L RASHCAN DT8 '� » ODT6 - - RIM 37.07 - - - V) w - x _ J .� BARK D� V) W W BLDR „ \� YD 2086 BLDR \ \ XING.A DT6" DT10' W DT8 /� BLDR BLDR DT16" � RIM 37.47' � � CB 71 P CNI A L 5 BLDR DT6 P1GNfC :TABLES . I T.B. E DT6" a RIM 35.58 p \ BLDR BLDR BLDR SPU 50' ANODE BENCH ❑COLS Q Z IE 33.6 S, 12 MET BLDR BLDR IE 33.6E 12 ME L I P I DT20 f a P ~ I I t ® �® BENCH �-- 8 _ I 000720 0188 YD 2373 BENCH W TRASHCAN 3g PCAB RIM 37.58' \ I Z 0 -_ BLDR C I BLDR 3 _ CB 77845 DT6" cn PCAB J °� i I ........... I 0- III � � RIM 37.92 'S � S REAM OL � BARK � p J IE 34.8 E, 12" PVC WATER FEATURE BLDR W PLAQUE M P- - - :TABLES DT16 / W BENCH RASHC N DT12" Ln x BRONZE.STATUE / 6 SPU 50 ANODE BARK/DI T O NOTE) BLDR TRASHCAN W :PiGNIC TABLES : .:: ::: ::: ::::::::::: ::: ::: ::: ::::::::::: BLDR I BENCH BARK/DIRT 3 METAL H J I BENCH BENCH ..•. YD 2045 BLDR °� .•• CD � �/ �1g 7' METAL, 3 DT12' T4" 5 RIM 37.14 :3 :IRON= . : = Z () U RENTON INFO -�: DT12" ® YD 1991 � 0 TRASHCAN P I� SD L D T12"" J 37 I BLDR RIM 36.17 ® BARK . - GP SD O \ BARK DT4" P p 3j� PLAQUE C) ® \ C? -38 O E.WAY.E 07/1 S%LOLS P S 0 M A S Tacoma 2502 Jefferson Avenue Tacoma, WA 98402 253.627.0720 Seattle I Wenatchee IE 33.2 E, 12" METAL IE 33.2 N, 12" METAL • Call 811 • two business days before you dig N0. C) P YD 1892 \L14 DT10" P P DT10" RIM 36.37' DT10" DT10" pTg° L13 DT8" 569600-0050 351 w w 1 O AC.PATCH.ONLY W W w 4�+ W 4' STONE, "PIAllA" MW-6 - - - CB 72731 LID 37.00 YD 2811 SDMH 72349 RIM 36.09 ELEV 36.69 @ TOP OF PVC RIM 35.99 IE 34.3 W, 6" CONC RIM 38.44 IE 33.6 E, 6" CONC IE 35.2 NW, 8" IRON IF _�P 7 W 1 9" f,AFTAI W/MOUNTED TRAFFIC CAB & PED SIG REVISION SURVEYED: DESIGNED: DRAWN: CHECKED: BY DATE AP P R APPROVED: SCALE: VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 CITY OF RENTON ONE INCH DATUM AT FULL SCALE Plan ning/Building/Public Works Dept. IF NOT ONE INCH SCALE ACCORDINGLY SSMH 77849 RIM 38.20 IE 13.2 N-SW, METRO SEWER STCR TOO DEEP TO MEASURE 1 J 66" SPU WATER W fin/ 51.5" SPU WATER �MIC 267 ❑ - - MIC 23 / LOCATION OF ALL SPU/CEDAR RI\/FP PIPFC APPPnYIKAATF R-433452 IN COMPLIANCE WITH CITY OF RENTON STANDARDS DEVELOPMENT ENGINEERING a -�' IL msippo 08/13/2025 %J1 RENTON MARKET & PIAZZA CIVIL CONSTRUCTION PERMIT TOPOGRAPHIC SURVEY 7/16/2025 FIELDBOOK: PAGE: DRAWING NO: SHEET: OF. 60 61 Co O N A u C) O i N a J 00 C) C) i N a ry D O O r) O 0 z w ry rn N U) U Z_ Q ry 0 U W ry N L U O m L U N O O ro O O Z W r' O Z O Z w ry Z n c 3 O E 0 M a LO N O N L 7 C') C') N O O O LO N 6 , u O C'M O O O N a J N 00 O O O O N rr ,a