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Home My WebLink AboutP_LAND_USE_PERMIT_PLANS_241017_v1.pdf1. GRID LINE REFERENCE GENERAL SYMBOLS LEGEND N ELEVATION NAME --- AX.XX X AX.XX X 2. LEVEL / DATUM REFERENCE 3. EXTERIOR ELEVATION REFERENCE 5. BUILDING SECTION REFERENCE 4. INTERIOR ELEVATION REFERENCE 7. DETAIL SECTION REFERENCE 8. CALLOUT/DETAIL REFERENCE 9. REVISION REFERENCE 10. ROOM REFERENCE AXXX X AX.00 Drawing Number Sheet Number Drawing Number Sheet Number --- AX.XX X 6. WALL SECTION REFERENCE Drawing Number Sheet Number # # # # Drawing Number Sheet Number Drawing Number Sheet Number Drawing Number Sheet Number # D001 W# 11. ASSEMBLY REFERENCE 12. WINDOW REFERENCE 13. DOOR REFERENCE 14. NORTH ARROW AX.XX X # 100 ROOM NAME 150 SF X# VICINITY MAP N NOT TO SCALE MATERIALS LEGEND WOOD BLOCKING (SHIM) WOOD FRAMING (CONTINUOUS) FINISHED WOOD PLYWOOD BATT INSULATION RIGID INSULATION GRAVEL EARTH ALUMINUM STEEL MASONRY (CMU) BRICK MINERAL WOOL INSULATION FOAM INSULATION GENERAL NOTES 1. ALL WORK SHALL CONFORM TO APPLICABLE LAND USE AND BUILDING CODES AS AMENDED BY AUTHORITIES HAVING JURISDICTION. 2. REFER TO G SHEETS FOR ACCESSIBILITY REQUIREMENTS AND TYPICAL MOUNTING HEIGHTS. 3. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL GOVERNMENTAL PERMITS, FEES LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK. 4. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. WHAT IS REQUIRED BY ONE PART OF THE CONTRACT DOCUMENTS SHALL BE BINDING AS IF REQUIRED BY ALL. ANYTHING MENTIONED IN THE SPECIFICATIONS AND NOT SHOWN ON THE DRAWINGS, OR SHOWN ON THE DRAWINGS AND NOT MENTIONED IN THE SPECIFICATIONS, SHALL BE OF LIKE EFFECT AS IF SHOWN OR MENTIONED IN BOTH. 5. CONTRACTOR SHALL VERIFY ALL CONDITIONS PRIOR TO INITIATING WORK. 6. IF SITE OR EXISTING CONDITIONS VARY FROM THOSE SHOWN ON THE CONTRACT DOCUMENTS, NOTIFY THE ARCHITECT IN WRITING PRIOR TO PROCEEDING WITH THE WORK. 7. IF DISCREPANCIES ARE NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER- PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY, NOTIFY THE ARCHITECT. 8. SITE SURVEY, GEOTECHNICAL REPORT, AND HAZARDOUS MATERIALS DOCUMENTATION, IF APPLICABLE, HAVE BEEN PREPARED BY CONSULTANTS TO THE OWNER AND NOT UNDER THE DIRECTION OF THE ARCHITECT. THIS DOCUMENTATION IS INCLUDED IN THE CONTRACT DOCUMENTS AS AN ACCOMMODATION TO THE OWNER. 9. CONTRACTOR SHALL NOT SCALE DRAWINGS. USE NOTED DIMENSIONS ONLY. NOTIFY THE ARCHITECT IMMEDIATELY IF ANY CONFLICTS EXIST. 10. CONTRACT DOCUMENTS ARE A REPRESENTATION OF EXISTING BUILDINGS AND ARE REPRESENTATIONAL ONLY. CONTRACTOR TO FIELD VERIFY DIMENSIONS AND AS-BUILT CONDITIONS. 11. “CLEAR” OR “CLR” DIMENSIONS ARE TO FACE OF FINISH. 12. COORDINATE WORK WITH ALL OWNER-FURNISHED ITEMS AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS INCLUDING STUB OUTS. 13. PROVIDE FIRE-STOPPING AT ALL INTERSECTIONS BETWEEN CONCEALED WALL AND HORIZONTAL SPACES, SUCH AS SOFFIT OR CEILING. 14. PROVIDE DRAFT-STOPPING IN CONCEALED SOFFIT SPACES WHERE REQUIRED. 15. PROVIDE FIRE-RESISTANT CLOSURE MEETING THE REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES AT ALL GAPS AROUND PENETRATING DUCTS, PIPES, CONDUITS, ETC. AT ALL FIRE RATED BUILDING WALLS, PARTITIONS, CEILINGS, FLOORS AND ROOFS. 16. CONSULT WITH ARCHITECT FOR EXACT MOUNTING LOCATION OF VISIBLE EQUIPMENT, SIGNAL DEVICES, SIGNAGE, AND OTHER VISIBLE ITEMS WHERE NOT LOCATED IN THE DRAWINGS. 17. VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT. PROVIDE ALL BUCK-OUT, BLOCKING, BACKING, AND JACKS REQUIRED FOR INSTALLATIONS. 18. SERVICE WATER PIPES IN UNHEATED SPACES SHALL BE INSULATED. 19. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. 20. CLEAR DEBRIS FROM ALL VENTILATION DRILL HOLES AND NOTCHES. 21. REMOVE ALL UPC STICKERS AND LABELS FROM PIPING, HANGERS ETC, PRIOR TO INSTALLATION, UNLESS REQUIRED BY CODE. BUILDING CODE SUMMARY APPLICABLE CODES: 2021 INTERNATIONAL EXISTING BUILDING CODE 2021 INTERNATIONAL FIRE CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL FUEL GAS CODE 2021 UNIFORM PLUMBING CODE 2021 WASHINGTON STATE ENERGY CODE 2010 ADA STANDARDS 2017 ICC A117.1 EXISTING BUILDINGS & FACILITIES *NOTE: ALL CODES ARE SUBJECT TO CITY OF RENTON AMENDMENTS. EXISTING USE / OCCUPANCY: A-2.1 / S-1 PROPOSED USE / OCCUPANCY: A-2 / M / S-1 CONSTRUCTION TYPE: TYPE VB AUTOMATIC SPRINKLER SYSTEM PROVIDED THROUGHOUT BLDG. FIRE ALARM SYSTEM REQ'D AND PROVIDED PER 1007.2.2.1 STORIES: 1 STORY WITH MEZZANINE UNDER SEPARATE PERMIT: - MARKET BUILDING PERMIT - ELECTRICAL ENGINEERING - FIRE ALARM SYSTEM - MECHANICAL ENGINEERING - PLUMBING ENGINEERING - SPRINKLER SYSTEM DEMOLITION NOTES 1. PRIOR TO THE BEGINNING OF ANY DEMOLITION ACTIVITIES, THE CONTRACTOR SHALL CONDUCT A MEETING AND SITE WALK-THROUGH TO REVIEW DEMOLITION PROCEDURES AND CONSTRUCTION WASTE MANAGEMENT PLANS, AND TO VERIFY MATERIALS SLATED FOR REMOVAL AND SALVAGE. ATTENDANCE SHALL INCLUDE, AT A MINIMUM, THE CONTRACTOR, DEMOLITION SUB-CONTRACTOR, ARCHITECT, AND OWNER. 2. PROTECT FINISHES ON EXISTING SURFACES TO REMAIN. 3. PROTECT EXISTING FLOOR SLABS TO REMAIN DURING CONSTRUCTION. 4. NO STRUCTURAL MEMBERS TO BE REMOVED OR COMPROMISED UNLESS INDICATED FOR REMOVAL. CONTRACTOR SHALL NOTIFY THE ARCHITECT IF AN UNEXPECTED STRUCTURAL ASSEMBLY IS ENCOUNTERED DURING DEMOLITION PRIOR TO REMOVAL. 5. RECYCLE AND SALVAGE EXISTING MATERIALS TO THE GREATEST EXTENT POSSIBLE. 6. ANY MATERIALS REMOVED MUST BE DISMANTLED BACK TO POINT OF ORIGIN. 7. ANY EXISTING MATERIALS AND EQUIPMENT NOT BEING REUSED SHALL BE COMPLETELY REMOVED AND DISPOSED OF PROPERLY ACCORDING TO APPLICABLE JURISDICTIONAL REQUIREMENTS. 8. DEMOLITION DRAWINGS DO NOT SHOW REMOVAL OF SLAB REQUIRED FOR INSTALLATION OF SUB-SLAB UTILITIES. PROVIDE DEMOLITION OF SLAB AS REQUIRED BY SUB-SLAB UTILITIES. 9. ALL RETAINED FIRE RATED WALLS SHALL REMAIN AT PRE-CONSTRUCTION FIRE RATING. 10. SEE SPECIFIC DISCIPLINE SHEETS (MEP, LIGHTING) FOR DEMO RELATED TO THOSE SCOPES OF WORK. PROJECT DESCRIPTION REMODEL OF EXISTING 1-STORY BUILDING WITH EXISTING MEZZANINE. INTERIOR AND EXTERIOR WORK, INCLUDING CHANGE-OF-USE FROM A-2 BANQUET HALL TO A-2 RESTAURANT AND M MARKET. MEP AND STRUCTURAL UPGRADES, INCLUDING ADDITION OF TYPE-1 HOODS. ADDITION OF EXTERIOR ENTRY CANOPY AND VESTIBULE, AND EXTERIOR TRASH ENCLOSURE. THE PIAZZA RENOVATION WILL ENTAIL INTEGRATION OF NEW HARDSCAPE WITH PRESERVED HARDSCAPE AND UNDERSTORY SOFTSCAPE REPLACED WITH A CPTED-FRIENDLY PALETTE, ULTIMATELY RECONFIGURING THE SITE FOR IMPROVED ACTIVATION AND VISIBILITY THROUGH THE PIAZZA OPEN SPACE. Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 12" = 1'-0" GENERAL NOTES AND PROJECT INFORMATION 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza LAND USE PERMIT G0.00 10/17/2024 # POUND OR NUMBER (E) EXISTING (N) NEW @ AT Ø DIAMETER AB ANCHOR BOLT ABV ABOVE ACC ACCESS ACOUS ACOUSTICAL ACP ASPHALT CONCRETE PAVING ACS PNL ACCESS PANEL ACT ACOUSTICAL CEILING TILE AD AREA DRAIN ADA AMERICANS WITH DISABILITIES ADJ ADJUSTABLE AFF ABOVE FINISHED FLOOR AGGR AGGREGATE AHJ AUTHORITY HAVING JURISDICTION AIB AIR INFILTRATION BARRIER ALT ALTERNATE ALUM ALUMINIUM APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT AUTO AUTOMATIC BD BOARD BITUM BITUMINOUS BLDG BUILDING BLKG BLOCKING BM BEAM BO BOTTOM OF BOD BASIS OF DESIGN BOH BACK OF HOUSE BOT BOTTOM BRG BEARING BSMT BASEMENT BUR BUILT UP ROOFING CAB CABINET CB CATCH BASIN CEM CEMENT CER CERAMIC CFMF COLD-FORMED METAL FRAMING CIP CAST-IN-PLACE CJ CONTROL JOINT CLG CEILING CLK CAULKING CLO CLOSET CLR CLEAR CMU CONCRETE MASONRY UNIT CNTR COUNTER CO CARBON MONOXIDE DETECTOR COL COLUMN CONC CONCRETE CONN CONNECTION CONSTR CONSTRUCTION CONT CONTINUOUS CONTR CONTRACTOR CORR CORRIDOR CPT CARPET; CARPETED CRS COLD ROLLED STEEL CSK COUNTERSUNK CT CERAMIC TILE CTR CENTER CU FT CUBIC FEET DBL DOUBLE DEMO DEMOLITION DET DETAIL DIA DIAMETER DIM DIMENSION DL DEAD LOAD DN DOWN DR DOOR DR OPNG DOOR OPENING DS DOWNSPOUT DSP DRY STANDPIPE DT DRAIN TILE DW DISHWASHER DWG DRAWING (E) EXISTING E EAST EA EACH EF EXHAUST FAN EJ EXPANSION JOINT EL ELEVATION ELEC ELECTRICAL ELEV ELEVATOR ENCL ENCLOSURE EQ EQUAL EQUIP EQUIPMENT EST ESTIMATE EW EACH WAY EXIST EXISTING EXP EXPANDED; EXPANSION EXP BT EXPANSION BOLT EXPO EXPOSED EXT EXTERIOR FA FIRE ALARM FB FLAT BAR FD FLOOR DRAIN FE FIRE EXTINGUISHER FEC FIRE EXTINGUISHER CABINET FF FINISH TO FINISH / FINISH FLOOR FF EL FINISH FLOOR ELEVATION FH FIRE HYDRANT FHC FIRE HOSE CABINET FIN FINISH FIN FLR FINISH FLOOR FLASH FLASHING FLR FLOOR; FLOORING FLUOR FLUORESCENT FOC FACE OF CONCRETE FOF FACE OF FINISH FOIC FURNISHED BY OWNER-INSTALLED BY CONTRACTOR FOIO FURNISHED BY OWNER-INSTALLED BY OWNER PROJECT DIRECTORY CLIENT: ARCHITECT:AV/IT CONSULTANT ARUP 1191 2ND AVE, SUITE 400 SEATTLE, WA 98101 PHONE: (206) 749-9674 CONTACT: TONY BISIO EMAIL: tony.bisio@arup.com LIGHTING DESIGNER SPARKLAB LIGHTING DESIGN, LLC 3903 S FERDINAND ST, UNIT A SEATTLE, WA 98118 PHONE: (206) 566-7222 CONTACT: C.J. BROCKWAY EMAIL: cj@sparklabLD.com ACOUSTIC ENGINEER TENOR ENGINEERING GROUP 811 1ST AVE, SUITE 535 SEATTLE, WA 98104 PHONE: (206) 899-5450 CONTACT: ERIK MILLER-KLEIN EMAIL: erik.mk@tenor-eng.com CIVIL ENGINEER: MEP ENGINEER ARUP 1191 2ND AVE, SUITE 400 SEATTLE, WA 98101 PHONE: (206) 749-9674 CONTACT: DANIEL SPENCER EMAIL: daniel.spencer@arup.com CITY OF RENTON - PUBLIC WORKS 1055 S. GRADY WAY, 5TH FLOOR RENTON, WA 98057 PHONE: (206) 556-5026 CONTACT: DEBBIE BOODELL EMAIL: dboodell@rentonwa.gov STRUCTURAL ENGINEER KPFF 1601 5TH AVE, SUITE 1600 SEATTLE, WA 98101 PHONE: (206) 622-5822 CONTACT: AMIE SULLIVAN EMAIL: amie.sullivan@kpff.com GRAHAM BABA ARCHITECTS 1507 BELMONT AVENUE, SUITE 200 SEATTLE, WA 98122 PHONE: (206) 323-9932 CONTACT: SUSAN TILLACK EMAIL: susan@grahambaba.com KPFF 1601 5TH AVE, SUITE 1600 SEATTLE, WA 98101 PHONE: (206) 622-5822 CONTACT: JENIFER CLAPHAM EMAIL: jenifer.clapham@kpff.com LANDSCAPE ARCHITECT HEWITT 106 LENORA STREET SEATTLE, WA 98121 PHONE: (206) 624-8154 CONTACT: JAKE WOLAND EMAIL: jwoland@hewittseattle.com DRAWING INDEX ABBREVIATIONS FOM FACE OF MASONRY FOS FACE OF STUDS FP FIREPROOF FPL FIREPLACE FR FRAME FRT FIRE RETARDANT TREATED FT FOOT OR FEET FTG FOOTING FURR FURRING FUT FUTURE FW FULL WIDTH GA GAUGE GALV GALVANIZED GC GENERAL CONTRACTOR GL GLASS / GLAZING GLAM GLUE-LAMINATED GR GRADE GWB GYPSUM WALL BOARD GYP GYPSUM HB HOSE BIB HC HOLLOW CORE HDO HIGH DENSITY OVERLAY HDR HEADER HDW HARDWARE HDWD HARDWOOD HM HOLLOW METAL HORIZ HORIZONTAL HP HIGH POINT HR HOUR HRS HOT ROLLED STEEL HT HEIGHT HVAC HEATING/VENTILATING/AIR CONDITIONING HW HOT WATER HWT HOT WATER TANK ID INSIDE DIAMETER IN INCH INCL INCLUDED INSUL INSULATION INT INTERIOR INV INVERT JB JUNCTION BOX JF JOINT FILLER JT JOINT KIT KITCHEN KO KNOCKOUT LAM LAMINATE; LAMINATED LAV LAVATORY LBS POUNDS LF LINEAR FEET (FOOT) LGMF LIGHT-GAUGE METAL FRAMING LH LEFT HAND LL LIVE LOAD LOC LOCATION LP LOW POINT LT LIGHT MAS MASONRY MATL MATERIAL MAX MAXIMUM MB MACHINE BOLT MC MEDICINE CABINET MDF MEDIUM DENSITY FIBERBOARD MDO MEDIUM DENSITY OVERLAY MECH MECHANICAL MEMB MEMBRANE MEZZ MEZZANINE MFR MANUFACTURER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MO MASONRY OPENING MTD MOUNTED MTL METAL MUL MULLION N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NR NOISE REDUCTION NTS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER; OVERFLOW DRAIN OFF OFFICE OH OVERHEAD OHWM ORDINARY HIGH WATER MARK OPNG OPENING OPP OPPOSITE OSB ORIENTED STRAND BOARD PBD PARTICLE BOARD PCC PRECAST CONCRETE PCF POUNDS PER CUBIC FOOT PERF PERFORATED PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLWD PLYWOOD PNL PANEL PNT POINT PR PAIR PRCST PRECAST PSF POUNDS PER SQUARE FOOT PSI POUNDS PER SQUARE INCH PT PRESERVATIVE TREATED PTN PARTITION PVC POLYVINYL CHLORIDE R RISER RA RETURN AIR RAD RADIUS RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR REG REGISTER REINF REINFORCED REM REMAINDER REQ REQUIRED RESIL RESILIENT REV REVISION(S); REVISED RH RIGHT HAND RM ROOM RO ROUGH OPENING RWL RAIN WATER LEADER S SOUTH SAF SELF-ADHERED FLASHING SAM SELF-ADHERED MEMBRANE SC SOLID CORE SCHED SCHEDULE SD SMOKE DETECTOR SECT SECTION SF SQUARE FOOT (FEET) SG SAFETY GLAZING SHR SHOWER SHT SHEET SHT MTL SHEET METAL SHTG SHEATHING SHV SHELF; SHELVING SIM SIMILAR SOG SLAB ON GRADE SPEC SPECIFICATION SQ FT SQUARE FOOT (FEET) SQ IN SQUARE INCH(ES) SS / SST STAINLESS STEEL ST STAINED STD STANDARD STL STEEL STOR STORAGE STRUCT STRUCTURAL SUSP SUSPENDED SYM SYMETRICAL T TREAD T&G TONGUE AND GROOVE TEL TELEPHONE TER TERRAZZO TG TEMPERED GLASS TH / THK THICK TO TOP OF TOB TO OF BEAM TOC TOP OF CONCRETE; CURB TOF TOP OF FLOOR; FOOTING; FRAME TOM TOP OF MASONRY TOP TOP OF PARAPET; PAVEMENT TOPO TOPOGRAPHY TOS TOP OF SLAB; STEEL TOW TOP OF WALL TS TUBE STEEL TSTAT THERMOSTAT TYP TYPICAL UNO UNLESS NOTED OTHERWISE VB VINYL BASE / VAPOR BARRIER VEN VENEER VERT VERTICAL VEST VESTIBULE VG VERTICAL GRAIN VIF VERIFY IN FIELD VT VINYL TILE W WEST W/ WITH W/O WITHOUT WC WATER CLOSET WD WOOD WDW WINDOW WF WIDE FLANGE WF BM WIDE FLANGE BEAM WG WIRED GLASS WH WATER HEATER WL WATER LINE WLD WELDED WP WATERPROOF WPM WATERPROOF MEMBRANE WR WATER RESISTANT WRB WEATHER RESISTIVE BARRIER WSCT WAINSCOT WSG WIRE SAFETY GLASS WT WEIGHT WTR WATER WWF WELDED WIRE FABRIC WWM WELDED WIRE MESH G0.00 GENERAL NOTES AND PROJECT INFORMATION G0.04 LAND USE ANALYSIS SHEET 1 OF 2 TOPOGRAPHIC SURVEY - HEART BLOCK SHEET 2 OF 2 TOPOGRAPHIC SURVEY - HEART BLOCK C1.00 NOTES C1.01 NOTES C2.00 DEMO AND TESC PLAN C2.50 DEMO AND TESC DETAILS C3.00 CIVIL MARKET IMPROVEMENT PLAN C3.01 CIVIL PIAZZA IMPROVEMENT PLAN C3.10 GRADING ENLARGEMENT C3.11 GRADING ENLARGEMENT C3.50 CIVIL IMPROVEMENT DETAILS C3.51 CIVIL IMPROVEMENT DETAILS L0.00 ZONING SUMMARY L0.01 TREE RETENTION PLAN L1.01 MATERIALS PLAN - MARKET L1.02 MATERIALS PLAN - PIAZZA L3.01 PLANTING PLAN - MARKET L3.02 PLANTING PLAN - PIAZZA L3.04 PLANTING DETAILS L5.01 MATERIALS DETAILS A1.00 SITE PLAN A2.0 LEVEL 01 FLOOR PLAN - LAND USE A2.1 MEZZANINE LEVEL FLOOR PLAN - LAND USE A3.0 EXTERIOR ELEVATIONS - LAND USE A4.0 BUILDING SECTION L301 EXTERIOR LIGHTING AND CONTROLS L401 EXTERIOR LIGHTING CALCULATIONS ZONING SUMMARY - REF SHEET A1.00 No.: Date: Description: Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 LAND USE ANALYSIS 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza LAND USE PERMIT G0.04 10/17/2024 SEPA AND ENVIRONMENTAL REVIEW: WAC 197-11 GOVERNS THE APPLICATION OF STATE ENVIRONMENTAL POLICY ACT TO DEVELOPMENT IN RENTON AND ESTABLISHES THRESHOLDS FOR PROJECTS THAT MAY BE CONSIDERED EXEMPT FROM SEPA. SEPA INCLUDES A CHANGE OF USE WITHIN AN EXISTING STRUCTURE EXCEEDING 4,000 GSF OF NON-RESIDENTIAL DEVELOPMENT IN A COMMERCIAL-ONLY DEVELOPMENT PER WAC 197-11-800 (1) (B) (IV)– UNLESS THE CITY HAS ESTABLISHED THAT THE HIGHER THRESHOLD (30,000 GSF) APPLIES. ALLOWABLE USES (RMC 4-2-020.N): THE PURPOSE OF THE CENTER DOWNTOWN ZONE (CD) IS TO PROVIDE A MIXED-USE URBAN COMMERCIAL CENTER SERVING A REGIONAL MARKET AS WELL AS HIGH-DENSITY RESIDENTIAL DEVELOPMENT. USES INCLUDE A WIDE VARIETY OF RETAIL SALES, SERVICES, MULTI-FAMILY RESIDENTIAL DWELLINGS, AND RECREATION AND ENTERTAINMENT USES (ORD. 5744, 1-12-2015), INCLUDNG THE FOLLOWING: 1. OFFICES 2. RETAIL 3. EATING AND DRINKING ESTABLISHMENTS 4. CRAFT DISTILLERIES WITH TASTING ROOMS, SMALL WINERIES AND MICRO-BREWERIES 5. AUDITORIUMS, INDOOR EXHIBITION HALLS 6. OUTDOOR RETAIL SALES (P15) -- IN THE CD ZONE, OUTDOOR RETAIL SALES ARE LIMITED TO FARMER’S MARKETS. 7. TAVERNS, CULTURAL FACILITIES, DANCE CLUBS, DANCE HALLS, MARIJUANA RETAIL. URBAN DESIGN REGULATIONS (RMC 4-3-100): 1. THE RENTON URBAN DESIGN REGULATIONS ARE NOT TRIGGERED BY INTERIOR MODIFICATIONS BUT WILL BE APPLICABLE TO ANY PROPOSED EXTERIOR MODIFICATIONS, INCLUDING AWNINGS, LIGHTING, SIGNAGE AND FENESTRATION. 2. APPLICATIONS SUBJECT TO DESIGN REGULATIONS SHALL BE PROCESSED AS A COMPONENT OF THE GOVERNING LAND USE PROCESS. 3. THE COMMUNITY AND ECONOMIC DEVELOPMENT ADMINISTRATOR SHALL HAVE THE AUTHORITY TO APPROVE, APPROVE WITH CONDITIONS, OR DENY PROPOSALS BASED UPON THE PROVISIONS OF THE DESIGN REGULATIONS WHEN NO OTHER PERMIT OR APPROVAL REQUIRES HEARING EXAMINER REVIEW. PROPOSALS WILL BE CONSIDERED ON THE BASIS OF INDIVIDUAL MERIT, THE OVERALL INTENT OF THE MINIMUM STANDARDS AND GUIDELINES, AND CREATIVE DESIGN ALTERNATIVES WILL BE ENCOURAGED IN ORDER TO ACHIEVE THE PURPOSES OF THE DESIGN REGULATIONS. SEE RESPONSES ON "DESIGN DISTRICT A CHECKLIST" SUBMITTED WITH THIS APPLICATION FOR INFORMATION ON HOW EACH SPECIFIC REQUIREMENT WILL BE MET. BUILDING ENTRIES: INTENT: TO MAKE BUILDING ENTRANCES CONVENIENT TO LOCATE AND EASY TO ACCESS, AND ENSURE THAT BUILDING ENTRIES FURTHER THE PEDESTRIAN NATURE OF THE FRONTING SIDEWALK AND THE URBAN CHARACTER OF THE DISTRICT. BUILDING ENTRIES FROM A STREET SHALL BE CLEARLY MARKED WITH CANOPIES, ARCHITECTURAL ELEMENTS, ORNAMENTAL LIGHTING, OR LANDSCAPING AND INCLUDE WEATHER PROTECTION AT LEAST FOUR AND ONE-HALF FEET (4-1/2') WIDE. GUIDELINES: PRIMARY ENTRIES SHALL FACE THE STREET, SERVE AS A FOCAL POINT, AND ALLOW SPACE FOR SOCIAL INTERACTION. ALL ENTRIES SHALL INCLUDE FEATURES THAT MAKE THEM EASILY IDENTIFIABLE WHILE REFLECTING THE ARCHITECTURAL CHARACTER OF THE BUILDING. THE PRIMARY ENTRY SHALL BE THE MOST VISUALLY PROMINENT ENTRY. PEDESTRIAN ACCESS TO THE BUILDING FROM THE SIDEWALK, PARKING LOTS, AND/OR OTHER AREAS SHALL BE PROVIDED AND SHALL ENHANCE THE OVERALL QUALITY OF THE PEDESTRIAN EXPERIENCE ON THE SITE. THE EXISTING BUILDING HAS ENTRIES ON ALL FOUR FACADES, BUT THE PRIMARY ENTRANCE WILL BE MOVED TO THE SOUTH PIAZZA-FACING SIDE TO STRENGTHEN PUBLIC VISIBILITY, CONNECTION AND ACCESSIBILITY. THIS ENTRY WILL HAVE LARGE CANOPY WITH MARKET SIGNAGE AND A VESTIBULE TO CREATE GREATER VISIBILITY AND TRANSITION FROM PIAZZA AS WELL AS THERMAL COMFORT AND ENERGY EFFICIENCY FOR THE BUILDING. E/W ENTRIES HAVE (E) 5' SOFFITS PROVIDING WEATHER PROTECTION AND WILL HAVE ADDED VERTICAL WOOD SCREENS TO HEIGHTEN VISBILITY/STREET PRESENCE. SERVICE ELEMENT LOCATION AND DESIGN INTENT: TO REDUCE THE POTENTIAL NEGATIVE IMPACTS OF SERVICE ELEMENTS (I.E., WASTE RECEPTACLES, LOADING DOCKS) BY LOCATING SERVICE AND LOADING AREAS AWAY FROM PEDESTRIAN AREAS, AND SCREENING THEM FROM VIEW IN HIGH VISIBILITY AREAS. GUIDELINES: SERVICE ELEMENTS SHALL BE CONCENTRATED AND LOCATED SO THAT IMPACTS TO PEDESTRIANS AND OTHER ABUTTING USES ARE MINIMIZED. THE IMPACTS OF SERVICE ELEMENTS SHALL BE MITIGATED WITH LANDSCAPING AND AN ENCLOSURE WITH FENCING THAT IS MADE OF QUALITY MATERIALS. SERVICE AREAS NOT ADJACENT TO STREETS, PATHWAYS, OR PEDESTRIAN-ORIENTED SPACES ARE ENCOURAGED TO IMPLEMENT VEGETATIVE SCREENING IN ADDITION TO OR AS PART OF SERVICE ENCLOSURES. SERVICE ELEMENTS ARE LOCATED ON NORTH SIDE OF BUILDING, ALONG (E) SERVICE DRIVE AISLE AND PARKING AREA. A TEMPORARY GARBAGE FACILITY IS LOCATED ADJACENT TO THE SERVICE AISLE; THE SPECIFICATION FOR THE GARBAGE ENCLOSURE WAS PROVIDED BY THE CITY BASED ON OTHER CITY PROJECTS. THE NORTH SIDE OF THE ENCLOSURE IS ALREADY DENSELY LANDSCAPED; THE EAST AND WEST SIDES OF THE ENCLOSURE WILL HAVE PLANTERS WITH VINES TO SCREEN THE ENCLOSURE; A PERMANENT ENCLOSURE WILL BE CONSTRUCTED WHEN THE TRANSIT CENTER IS RELOCATED. GROUND LEVEL DETAILS INTENT: TO ENSURE THAT BUILDINGS ARE VISUALLY INTERESTING AND REINFORCE THE INTENDED HUMAN-SCALE CHARACTER OF THE PEDESTRIAN ENVIRONMENT; AND ENSURE THAT ALL SIDES OF A BUILDING WITHIN NEAR OR DISTANT PUBLIC VIEW HAVE VISUAL INTEREST. GUIDELINES: THE USE OF MATERIAL VARIATIONS SUCH AS COLORS, BRICK, SHINGLES, STUCCO, AND HORIZONTAL WOOD SIDING IS ENCOURAGED. THE PRIMARY BUILDING ENTRANCE SHOULD BE MADE VISIBLY PROMINENT BY INCORPORATING ARCHITECTURAL FEATURES SUCH AS A FACADE OVERHANG, TRELLIS, LARGE ENTRY DOORS, AND/OR ORNAMENTAL LIGHTING. DETAIL FEATURES SHOULD ALSO BE USED, TO INCLUDE THINGS SUCH AS DECORATIVE ENTRY PAVING, STREET FURNITURE (BENCHES, ETC.), AND/OR PUBLIC ART. HUMAN-SCALED ELEMENTS SUCH AS A LIGHTING FIXTURE, TRELLIS, OR OTHER LANDSCAPE FEATURE SHALL BE PROVIDED ALONG THE FACADE’S GROUND FLOOR. WINDOW COVERINGS, SUCH AS BLINDS AND CURTAINS, MUST BE FUNCTIONAL, THEY MAY NOT BE AFFIXED SO THAT THEY CANNOT BE OPEN AND/OR CLOSED. WINDOWS MUST ONLY CONTAIN CLEAR GLAZING; TINTED, DARK & HIGHLY REFLECTIVE GLAZING ARE PROHIBITED. ANY FAÇADE VISIBLE TO THE PUBLIC SHALL BE COMPRISED OF AT LEAST 75% TRANSPARENT WINDOWS AND/OR DOORS BETWEEN 4-8’ AFG. OPAQUE SIGNAGE IS ONLY ALLOWED IN < 10% OF THE WINDOW SPACE. STENCILED OR OTHER SIGNAGE THAT ALLOWS FOR VISIBILITY INTO THE BUILDING ARE ENCOURAGED AND DO NOT COUNT TOWARD THE 10%. AROUND THE BUILDING, EXISTING SIDEWALKS TO REMAIN. EAST AND WEST FACADES WILL HAVE OUTDOOR SEATING TO ENLIVEN THE PEDESTRIAN EXPERIENCE ALONG THOSE SIDEWALKS. IN THE PIAZZA, CLEAR SITELINES FROM THE CORNERS OF LOGAN AND BURNETT ALONG 3RD ARE FRAMED BY PLANT MATERIAL AND LIGHT UPRIGHTS, DIRECTING USERS TO THE PRIMARY ENTRY CANOPY. NEW PLANT MATERIAL TO GENERALLY MEET CPTED REQUIREMENTS AT MATURITY. ALL NEW PAVING TO BE ALL-WEATHER DURABLE. EXISTING FACADES ARE ENLIVENED BY NEW GRAPHICS RELATED TO THE MARKET FOR GREATER INTERFACE WITH PEDESTRIANS. THE EAST AND WEST TENANT SPACES HAVE OUTDOOR SEATING AREAS TO ENLIVEN LIFE ALONG THE SIDEWALKS ON EITHER SIDE OF THE BUILDING. THE PIAZZA WILL BE REORGANIZED FOR BETTER VISIBILITY INTO AND THROUGH THE SPACE, WHILE ADDING GREATER FLEXIBILITY OF PROGRAMMING & DAY-TO-DAY USER COMFORT, THROUGH BUILT-IN SEATING, ENHANCED LIGHTING AND PAVING AND A REFRESHED PLANT PALETTE THAT WILL BRING A WIDE RANGE OF SEASONAL INTEREST, INCLUDING NATIVE PLANTS AND OTHER HABITAT PROVIDING PLANT MATERIAL. LIVELY TRANSLUCENT MARKET-ORIENTED GRAPHICS WILL BE INSTALLED ONTO EXISTING STOREFRONT SYSTEMS TO STRENGTHEN THE MARKET'S PRESENCE (LESS THAN 10% OF THE GROUND-LEVEL GLAZING WILL BE IMPACTED; SEE ELEVATIONS). NEW, HEROIC MARKET SIGNAGE WILL TOP THE SOUTH ENTRY CANOPY TO PROVIDE A DISTINCT IDENTITY TO THE MARKET. NEW WOOD DOORS AND VERTICAL SCREENS AT BOTH EAST AND WEST ENTRIES DISTINGUISH THOSE ENTRIES FROM THE EXISTING REPEATED STOREFRONT ALONG THE BUILDING. A NEW VESTIBULE UNDER THE CANOPY AT THE SOUTH ENTRY FURTHER CONNECTS THE OUTSIDE OF THE BUILDING TO THE INSIDE, WITH INTERIOR DESIGN ELEMENTS REFLECTED IN THE DESIGN OF THE VESTIBULE WALLS AND DOORS. A SECURE MARKET "BULLETIN BOARD" IS SITUATED ADJECENT TO THE SOUTH ENTRY DOORS OF THE VESTIBULE TO ANNOUNCE EVENTS HAPPENING WITHIN AND AROUND THE BUILDING TO AND WILL BE VISIBLE FROM THE PIAZZA. THE BUILDING WILL BE REPAINTED A DARK CHARCOAL COLOR TO GIVE IT A FRESHER LOOK AND TO PROVIDE A MORE DISTINCT BACKGROUND FOR MARKET-RELATED PROGRAMMING MATERIALS PROVIDED BY THE MARKET OPERATOR MARKET- RELATED GRAPHIC, WHICH WILL BE APPLIED TO THE EXISTING STOREFRONTS TO ENLIVEN THE E/W FACADES. AND THE BLANK NORTH WALL. THE NEW CANOPY AND VESTIBULE WILL COMBINE PAINTED STEEL, WOOD, FLUTED GLASS AND CLEAR GLAZING MATERIALS. THE VERTICAL WOOD SCREENS AND NEW WOOD DOORS AT EAST & WEST ENTRIES PROVIDE A VISUAL BREAK FROM THE EXISTING REPEATED GLASS/ALUMINUM STOREFRONT SYSTEM. LIGHTING 1. PEDESTRIAN-SCALE LIGHTING SHALL BE PROVIDED AT PRIMARY AND SECONDARY BUILDING ENTRANCES. EXAMPLES INCLUDE SCONCES ON BUILDING FACADES, AWNINGS WITH DOWN-LIGHTING AND DECORATIVE STREET LIGHTING 2. ACCENT LIGHTING SHALL ALSO BE PROVIDED ON BUILDING FACADES (SUCH AS SCONCES) AND/OR TO ILLUMINATE OTHER KEY ELEMENTS OF THE SITE SUCH AS GATEWAYS, SPECIMEN TREES, OTHER SIGNIFICANT LANDSCAPING, WATER FEATURES, AND/OR ARTWORK. 3. DOWNLIGHTING SHALL BE USED IN ALL CASES TO ASSURE SAFE PEDESTRIAN AND VEHICULAR MOVEMENT, UNLESS ALTERNATIVE PEDESTRIAN-SCALE LIGHTING HAS BEEN APPROVED ADMINISTRATIVELY EXISTING SOFFIT LIGHTING AT EAST AND WEST BUILDING FACADES TO BE UPDATED. SOUTH BUILDING ENTRY CANOPY WILL BE SIMILARLY LIT WITH DOWN LIGHTS FROM THE CANOPY, BUT WILL ALSO HAVE UP-LIGHTS AT THE CANOPY COLUMNS FOR DRAMATIC EFFECT AND TO INCREASE VISIBILITY/SAFETY. PEDESTRIAN SCALE LIGHT FIXTURES ARE PRESERVED DIRECTLY ADJACENT TO THE SOUTH BUILDING FRONTAGE, STREET LIGHTING IS ALSO PRESERVED AROUND THE PERIMETER IN THE RIGHT OF WAY. IN THE HEART OF THE PIAZZA, (5) NEW 24' HEIGHT POLES WITH MULTIPLE CUTOFF LUMINAIRES PER POLE WILL BE INSTALLED AND AIMED AT THE GROUND PLANE THROUGHOUT TO PROVIDE CONSISTENT, SAFE COVERAGE, WHILE ADDING DRAMA TO THE COMPOSITION. LANDSCAPING (RMC 4-4-070): LOCATED IN THE CD ZONE, THIS SITE MEETS THE REQUIREMENTS OF SUBSECTIONS F2 IN ADDING STREET TREES TO AN AVAILABLE LOCATION ON LOGAN. NO OTHER REQUIREMENTS APPLY. LIGHTING, EXTERIOR ON-SITE (RMC 4-4-075): ALL LIGHTING PLANNED FOR THE PIAZZA WILL MEET THE REQUIREMENTS FOR LIGHTING IN PARKS IN THIS SECTION BY BEING LOW INTENSITY AND DOWNLIGHTING. PARKING STANDARDS (RMC 4-4-80): DOES NOT APPLY TO EXISTING BUILDINGS WITH NO CHANGE TO THE FOOTPRINT IN THE CENTER DOWNTOWN ZONE. REFUSE AND RECYCLING (RMC 4-4-090): ALL NEW COMMERCIAL DEVELOPMENTS SHALL PROVIDE ON-SITE REFUSE AND RECYCLABLES DEPOSIT AREAS AND COLLECTION POINTS FOR COLLECTION OF REFUSE AND RECYCLABLES.ALTHOUGH THESE REGULATIONS APPLY ONLY TO NEW DEVELOPMENT, IT IS WORTH NOTING THE REQURIEMENTS PARTICULARLY WITH RESPECT TO SITING AND SCREENING AS THIS MAY INFORM HOW AND WHERE WASTE DISPOSAL AND REMOVAL HAPPENS ON SITE. C. GENERAL REQUIREMENTS APPLICABLE TO ALL USES: 1. DIMENSIONS:DIMENSIONS OF THE REFUSE AND RECYCLABLES DEPOSIT AREAS SHALL BE OF SUFFICIENT WIDTH AND DEPTH TO ENCLOSE CONTAINERS FOR REFUSE AND RECYCLABLES, AND TO ALLOW EASY ACCESS. 2. LOCATION IN SETBACK OR LANDSCAPE AREAS PROHIBITED:OUTDOOR REFUSE AND RECYCLABLES DEPOSIT AREAS AND COLLECTION POINTS SHALL NOT BE LOCATED IN ANY REQUIRED SETBACK OR LANDSCAPE AREAS. 4. OBSTRUCTION PROHIBITED:COLLECTION POINTS SHALL BE LOCATED IN A MANNER SO THAT HAULING TRUCKS DO NOT OBSTRUCT PEDESTRIAN OR VEHICLE TRAFFIC ON-SITE, OR PROJECT INTO ANY PUBLIC RIGHT-OF-WAY. 5. COLLOCATION ENCOURAGED:WHEN POSSIBLE, THE RECYCLABLES DEPOSIT AREAS AND COLLECTION POINTS SHALL BE LOCATED NEAR GARBAGE COLLECTION AREAS TO ENCOURAGE THEIR USE. 6. SIGNAGE REQUIRED:REFUSE OR RECYCLABLES DEPOSIT AREAS SHALL BE IDENTIFIED BY SIGNS NOT EXCEEDING TWO (2) SQUARE FEET. 8. ARCHITECTURAL DESIGN CONSISTENT WITH PRIMARY STRUCTURE:ARCHITECTURAL DESIGN OF ANY STRUCTURE ENCLOSING AN OUTDOOR REFUSE OR RECYCLABLES DEPOSIT AREA OR ANY BUILDING PRIMARILY USED TO CONTAIN A REFUSE OR RECYCLABLES DEPOSIT AREA SHALL BE CONSISTENT WITH THE DESIGN OF THE PRIMARY STRUCTURE(S) ON THE SITE AS DETERMINED BY THE ADMINISTRATOR. (ORD. 5852, 8-7-17) 9. SCREENING OF DEPOSIT AREAS:GARBAGE DUMPSTERS, REFUSE COMPACTOR AREAS, AND RECYCLING COLLECTION AREAS MUST BE FENCED OR SCREENED. A SIX FOOT (6') WALL OR FENCE SHALL ENCLOSE ANY OUTDOOR REFUSE OR RECYCLABLES DEPOSIT AREA. IN CASES WHERE ZONING CODE FENCING PROVISIONS CONFLICT WITH THE SIX FOOT (6') WALL OR FENCE REQUIREMENT, THE ZONING CODE PROVISIONS SHALL RULE. 10. MINIMUM GATE OPENING AND MINIMUM VERTICAL CLEARANCE:ENCLOSURES FOR OUTDOOR REFUSE OR RECYCLABLES DEPOSIT AREAS/COLLECTION POINTS AND SEPARATE BUILDINGS USED PRIMARILY TO CONTAIN A REFUSE OR RECYCLABLES DEPOSIT AREA/COLLECTION POINT SHALL HAVE GATE OPENINGS AT LEAST TWELVE FEET (12') WIDE FOR HAULERS. IN ADDITION, THE GATE OPENING FOR ANY SEPARATE BUILDING OR OTHER ROOFED STRUCTURE USED PRIMARILY AS A REFUSE OR RECYCLABLES DEPOSIT AREA/COLLECTION POINT SHALL HAVE A VERTICAL CLEARANCE OF AT LEAST ELEVEN FEET (11'), BUT NO MORE THAN FOURTEEN FEET (14'). (ORD. 5852, 8-7-17) 11. WEATHER PROTECTION:WEATHER PROTECTION OF REFUSE AND RECYCLABLES SHALL BE ENSURED BY USING WEATHER-PROOFED CONTAINERS OR BY PROVIDING A ROOF OVER THE STORAGE AREA. 12. APPROVAL OF SCREENING DETAIL PLAN REQUIRED:A SCREENING DETAIL PLAN MUST BE APPROVED BY THE DEVELOPMENT SERVICES DIVISION PRIOR TO THE ISSUANCE OF BUILDING OR CONSTRUCTION PERMITS. (ORD. 5828, 12-12-2016) E. COMMERCIAL – ADDITIONAL REQUIREMENTS FOR DEPOSIT AND COLLECTION AREAS: THE REFUSE AND RECYCLABLES DEPOSIT AREAS AND COLLECTION POINTS FOR COMMERCIAL DEVELOPMENTS SHALL BE APPORTIONED, LOCATED AND DESIGNED AS FOLLOWS: 1. LOCATION:REFUSE AND RECYCLABLES DEPOSIT AREAS AND COLLECTION POINTS MAY BE ALLOCATED TO A CENTRALIZED AREA, OR DISPERSED THROUGHOUT THE SITE, IN EASILY ACCESSIBLE AREAS FOR BOTH USERS AND HAULING TRUCKS. 2. ACCESSIBILITY MAY BE LIMITED:ACCESS TO REFUSE AND RECYCLABLES DEPOSIT AREAS AND COLLECTION POINTS MAY BE LIMITED, EXCEPT DURING REGULAR BUSINESS HOURS AND/OR SPECIFIC COLLECTION HOURS. 5. RETAIL DEVELOPMENTS – MINIMUM SIZE:IN RETAIL DEVELOPMENTS, A MINIMUM OF FIVE (5) SQUARE FEET PER EVERY ONE THOUSAND (1,000) SQUARE FEET OF BUILDING GROSS FLOOR AREA SHALL BE PROVIDED FOR RECYCLABLES DEPOSIT AREAS AND A MINIMUM OF TEN (10) SQUARE FEET PER ONE THOUSAND (1,000) SQUARE FEET OF BUILDING GROSS FLOOR AREA SHALL BE PROVIDED FOR REFUSE DEPOSIT AREAS. A TOTAL MINIMUM AREA OF ONE HUNDRED (100) SQUARE FEET SHALL BE PROVIDED FOR RECYCLING AND REFUSE DEPOSIT AREAS. AS DISCUSSED WITH THE CITY, THIS PROJECT HAS A TEMPORARY TRASH ENCLOSURE WITH LANDSCAPING PLANTERS TO SCREEN THE ENCLOSURE, AT THE REAR/NORTH PARKING LOT ADJACENT TO THE BUILDING. THE TEMPORARY NATURE OF THIS ENCLOSURE IS DUE TO THE IMPENDING DEVELOPMENT OF THE AREA TO THE NORTH OF THE BUILDING (TRANSIT CENTER); A MORE PERMANENT SOLUTION WILL BE DESIGNED TO CONFORM WITHIN THE PARAMETERS OF THIS FUTURE DEVELOPMENT ONCE THE PARAMETERS OF THAT DEVELOPMENT ARE KNOWN. SCREENING AND STORAGE HEIGHT/LOCATION LIMITATIONS (RMC 4-4-095): A. PURPOSE: THE PURPOSE OF THIS SECTION IS TO PROVIDE SCREENING STANDARDS FOR MECHANICAL EQUIPMENT AND OUTDOOR SERVICE AND STORAGE AREAS TO REDUCE VISIBILITY, NOISE, AND RELATED IMPACTS WHILE ALLOWING ACCESSIBILITY FOR PROVIDERS AND USERS. B. APPLICABILITY: THE STANDARDS CONTAINED IN THIS SECTION SHALL APPLY TO: 1. NEW OR REPLACEMENT EQUIPMENT/ACTIVITY:ALL PROPOSALS FOR NEW OR REPLACEMENT SURFACE MOUNTED EQUIPMENT, ROOFTOP EQUIPMENT, OUTDOOR STORAGE, LOADING, REPAIR, MAINTENANCE, WORK AND/OR RETAIL AREAS. 2. ENLARGEMENT OR EXTERIOR MODIFICATIONS OF EXISTING STRUCTURES:SITES WITH EXISTING SURFACE MOUNTED EQUIPMENT, ROOFTOP EQUIPMENT, OUTDOOR STORAGE, LOADING, REPAIR, MAINTENANCE, WORK AND/OR RETAIL AREAS, THAT ARE NOT SCREENED IN CONFORMANCE WITH THIS SECTION SHALL BE REQUIRED TO CONFORM TO THE SCREENING REQUIREMENTS OF THIS SECTION IF ENLARGED OR ALTERED WHEN THE COST OF ADDITIONS, EXPANSIONS, OR ALTERATIONS EXCEEDS FIFTY PERCENT (50%) OF THE ASSESSED VALUE OF THE EXISTING STRUCTURE OR USE SHALL RESULT IN THE APPLICATION OF THIS SECTION; PROVIDED, THAT INTERIOR ALTERATIONS OR IMPROVEMENTS WHICH DO NOT RESULT IN THE EXTERIOR MODIFICATION OF AN EXISTING BUILDING, STRUCTURE, OR USE SHALL BE EXEMPT FROM THESE PROVISIONS. C. AUTHORITY: THE COMMUNITY AND ECONOMIC DEVELOPMENT ADMINISTRATOR SHALL DETERMINE COMPLIANCE WITH THESE STANDARDS CONCURRENTLY WITH ANY DEVELOPMENT PERMIT REVIEW. (ORD. 5676, 12-3-2012) D. SURFACE MOUNTED EQUIPMENT: 1. GENERAL SCREENING:ALL ON-SITE SURFACE MOUNTED UTILITY EQUIPMENT SHALL BE SCREENED FROM PUBLIC VIEW. SCREENING SHALL CONSIST OF EQUIPMENT CABINETS ENCLOSING THE UTILITY EQUIPMENT, SOLID FENCING OR A WALL OF A HEIGHT AT LEAST AS HIGH AS THE EQUIPMENT IT SCREENS, OR A LANDSCAPED VISUAL BARRIER ALLOWING FOR REASONABLE ACCESS TO EQUIPMENT. EQUIPMENT CABINETS, FENCING, AND WALLS SHALL BE MADE OF MATERIALS AND/OR COLORS COMPATIBLE WITH BUILDING MATERIALS. E. ROOF-TOP EQUIPMENT: ALL OPERATING EQUIPMENT LOCATED ON THE ROOF OF ANY BUILDING SHALL BE ENCLOSED SO AS TO BE SCREENED FROM PUBLIC VIEW. SUBJECT TO THE ADMINISTRATOR’S DISCRETION, SHIELDING SHALL CONSIST OF THE FOLLOWING: 2. ADDITIONS TO EXISTING BUILDINGS:WHERE THE EXISTING ROOF STRUCTURE CANNOT SAFELY SUPPORT THE REQUIRED SCREENING, OR WHERE THE INTEGRITY OF THE EXISTING ROOF WILL BE COMPROMISED BY THE SCREENING, THE ADMINISTRATOR MAY REQUIRE PAINTING OF THE EQUIPMENT TO MATCH THE APPROXIMATE COLOR OF THE BACKGROUND AGAINST WHICH THE EQUIPMENT IS VIEWED, OR AN EQUIVALENT NONSTRUCTURAL METHOD TO REDUCE VISIBILITY. (ORD. 5676, 12-3-2012; ORD. 5746, 1-12-2015) ALL ROOF-MOUNTED MECHANICAL EQUIPMENT (THREE TYPE 1 EXHAUST FANS SERVING THE COMMUNITY KITCHEN AND RESTAURANTS) IS SITUATED IN THE CENTER/TOP OF THE ROOF AND AWAY FROM THE BUILDING EDGES IN ORDER TO MINIMIZE VISIBILITY FROM GROUND PLANE. THE EQUIPMENT WILL BE PAINTED TO MATCH THE COLOR OF THE EXISTING STANDING SEAM METAL ROOFING SO ANY COMPONENTS THAT MIGHT BE VISIBLE FROM HIGHER ELEVATIONS WILL BLEND IN WITH THEIR SURROUNDINGS. (THE PROVISION OF SCREENING OF THE EQUIPMENT IS NOT FEASIBLE SINCE THE EXISTING ROOF STRUCTURE CANNOT SAFELY SUPPORT SCREENS WITHOUT COMPROMISING THE INTEGRITY OF THE EXISTING ROOF, THEREFORE PAINTING OF THIS EQUIPMENT IS PROPOSED PER EXCEPTION 4-4-095.E.2 ABOVE.) TREE RETENTION AND LAND CLEARING REGULATIONS (RMC 4-4-130): SEE INFORMATION ON SHEET L0.01 FOR TABLES AND PLANS SHOWING COMPLIANCE WITH THIS SECTION. STREET STANDARDS (RMC 4-6-060): PLANTER STRIPS FOR THE NEW TREES ALONG LOGAN ARE KEPT TO A 5’ DIMENSION (LOWER THAN THE REQUIRED 8’) TO MAINTAIN FLEXIBLE SIDEWALK AREA FOR USE BY WEEKEND MARKET STALLS. THE PLANTERS ARE CONSISTENT WITH EXISTING PLANTERS FARTHER NORTH ON LOGAN. SIDEWALK DIMENSION EXCEEDS MINIMUM REQUIREMENTS OUTLINED IN THIS SECTION. NEW ROADWAY LIGHTING AT LOGAN WILL MEET REQUIREMENTS OUTLINED IN THIS SECTION. TREE PLANTING IN THE RIGHT-OF-WAY (RMC 9-13-7): THE PLANNED NEW STREET TREES ON LOGAN ARE CONSISTENT WITH EXISTING TREES FARTHER NORTH AND LIVE UP TO THE REQUIREMENTS OF THIS SECTION. LAND USE ANALYSIS a. PROJECT NAME: RENTON MARKET (FORMERLY RENTON “PAVILION”) PROJECT LOCATION: 233 BURNETT AVE. S., RENTON, WA 98057 BUILDING NET SF PER KING COUNTY: 11,783 SF BUILDING SF PER CITY: 14,770 SF (NOTE: THIS IS THE NUMBER WE ARE USING FOR THE PROJECT) ADDED BUILDING AREA: APPRX. 137.5 SF VESTIBULE & APPRX 1050 SF CANOPY @ SOUTH ENTRY LOT AREA (KING COUNTY ASSESSOR GIS DATA): 569600-0065 - 5,000 SF 569600-0120 - 6,506 SF 569600-0055 - 29,361 SF (NO CHANGE IN LOT COVERAGE) 000720-0188 - 14,512 SF 569600-0050 - 2,521 SF B. ZONING DESIGNATION OF THE SITE/ADJ PROPERITES: CD – CENTER DOWNTOWN C. PRESENT USE PER KING COUNTY: RETAIL (LINE/STRIP) PRESENT KNOWN USE: EVENTS VENUE; PUBLIC PIAZZA D. SPECIAL SITE FEATURES: PIAZZA PARK ABUTS THE BUILDING TO THE SOUTH; THE TRANSIT CENTER ABUTS THE BUILDING’S PARKING LOT TO THE NORTH E. STATEMENT ADDRESSING SOIL TYPE/DRAINAGE: FINE SILT OVERLYING SANDY GRAVEL; GEOTECHNICAL REPORT TO BE ISSUED WITH BUILDING PERMIT SUBMITTAL F. PROPOSED USE OF PROPERTY: EXISTING BUILDING TO BE REPURPOSED INTO A PUBLIC MARKET WITH TWO ANCHOR-TENANT RESTAURANTS (SEE DESCRIPTION BELOW FOR MORE INFORMATION). NO CHANGE IN HEIGHT, AREA, LOT COVERAGE, PARKING OR ACCESS. RENOVATIONS TO ADJACENT PIAZZA. G. PROPOSED OFF-SITE IMPROVEMENTS: NEW SIDE SEWER, NEW CURB CUT (SEE CIVIL PLANS) H. TOTAL ESTIMATED CONSTRUCTION COST: $7.38M I. ESTIMATED QUANTITIES/TYPE OF FILL: SEE CIVIL PLANS J. NUMBER, TYPE AND SIZE OF TREES TO BE REMOVED: SEE ARBORIST’S REPORT K. EXPLANATION OF LAND DEDICATED TO CITY: N/A L. SHORELINE CONDITIONS: N/A PROJECT DESCRIPTION/NARRATIVE: THE RENTON MARKET (FORMERLY “RENTON PAVILION”) BUILDING IS A CA 14,770 SF MASONRY AND WOOD FRAME STRUCTURE, BUILT IN APPROXIMATELY 1948 (PER KING COUNTY ASSESSOR) AND LOCATED IN THE HEART OF RENTON’S DOWNTOWN COMMERCIAL DISTRICT AT 233 BURNETT AVENUE SOUTH. ORIGINALLY CONSTRUCTED AS AN AUTO DEALERSHIP, THE BUILDING HAS A GROUND FLOOR OPEN VOLUME SPACE ENCLOSED BY A BARREL-VAULTED WOOD-TRUSSED STANDING SEAM METAL ROOF AND HAS A NORTH SERVICE BAR THAT CONTAINS BATHROOMS AND BACK-OF-HOUSE AREAS. A MEZZANINE ON TOP OF THE NORTH SERVICE BAR HOUSES MECHANICAL AND ELECTRICAL SPACES AS WELL AS SOME STORAGE AREAS. THE STRUCTURE WAS RENOVATED IN 2002 AND CONVERTED INTO AN EVENT SPACE. AS PART OF THE CITY OF RENTON’S DOWNTOWN CORE VISION PLAN FROM 2018, THE CITY OF RENTON SELECTED GRAHAM BABA ARCHITECTS TO DESIGN A COMMUNITY MARKET-BASED PROGRAM AND TENANT SPACES WITHIN THE EXISTING BUILDING, TO SPARK A MORE LIVELY, WELCOMING, AND VIBRANT CENTER FOR THE DOWNTOWN DISTRICT AND SURROUNDING REGION. THE CITY ENVISIONS THE MARKET AS THE NUCLEUS OF THE COMMUNITY, BLENDING FOOD SALES, RESTAURANTS, LOCAL ARTS AND CRAFTS, RETAIL OPERATIONS AND EVENT AND MEETING SPACES, AND ULTIMATELY BECOMING A CATALYST FOR NEW BUSINESSES AND FACILITIES IN THE AREA ATTRACTED BY THE SYNERGIES OF COLOCATION. TOWARD THAT END, THE RENOVATION INCLUDES A CENTRAL OPEN SPACE FOR TWELVE MARKET STALLS, TWO DESIGNATED ANCHOR TENANT SPACES FOR FOOD-AND-BEVERAGE-FOCUSED OPERATIONS, A KITCHEN CLASSROOM FOR COMMUNITY COOKING CLASSES, MEETINGS, OUTREACH AND EVENTS, AND AN OFFICE FOR THE ADMINISTRATION OF THE BUILDING’S PROGRAMS AND TENANTS. MODIFICATIONS TO THE BUILDING INCLUDE THE INFILL OF THE EXISTING FLOATING FLOOR SYSTEM WITH BALLAST AND CONCRETE SLAB, UPGRADES TO THE LIGHTING AND MECHANICAL SYSTEMS, TENANT DEMISING WALLS, FULL BUILD-OUT OF THE KITCHEN CLASSROOM AND OFFICE SPACES, MARKET STALL ARMATURES FOR START-UP BUSINESSES AND A LARGE EXTERIOR CANOPY WITH VESTIBULE AT THE PRIMARY ENTRANCE ON THE SOUTH FAÇADE FRONTING THE PIAZZA. THE EXISTING RESTROOMS AND MECHANICAL MEZZANINE ARE TO REMAIN. THE BUILDING FRONTS THE EXISTING PIAZZA TO THE SOUTH, WHICH IS A RELATIVELY LEVEL PUBLIC PARK WITH A MIXTURE OF HARDSCAPE AND PLANTED AREAS (SEE FINAL PARAGRAPH BELOW FOR MORE INFORMATION ON THE PIAZZA RENOVATION) . A LARGE EXTERIOR CANOPY WITH LIT SIGN ABOVE WILL CREATE A MORE NOTABLE PRESENCE AND VISIBILITY FOR THE COMMUNITY-ORIENTED MARKET BUILDING ON THE PIAZZA AND WILL BE THE PRIMARY ENTRANCE TO THE MARKET SPACE. A NEW VESTIBULE AT THIS ENTRY IS DESIGNED TO RELATE TO THE INTERIOR MARKET STALLS AND DEMISING WALLS, TO FURTHER THE CONNECTION FROM THE OUTDOOR SPACE TO THE ACTIVITY WITHIN, AS WELL AS PROVIDING THERMAL COMFORT AND EFFICIENCY. THE NEW CANOPY AND VESTIBULE WILL COMBINE PAINTED STEEL, WOOD, FLUTED GLASS AND CLEAR GLAZING MATERIALS. EXISTING FACADES WILL BE ENLIVENED BY NEW GRAPHICS RELATED TO THE MARKET AND WILL STRENGTHEN THE MARKET'S PRESENCE WITHIN THE COMMUNITY WHILE PROVIDING ARMATURES FOR THE MARKET OPERATOR TO ANNOUNCE EVENTS HAPPENING WITHIN AND AROUND THE MARKET, FOR GREATER INTERFACE WITH PEDESTRIANS. A (SECURE) MARKET "BULLETIN BOARD" IS SITUATED ADJACENT TO THE SOUTH ENTRY DOORS OF THE VESTIBULE TO ANNOUNCE EVENTS HAPPENING WITHIN AND AROUND THE BUILDING AND WILL BE VISIBLE FROM THE PIAZZA. THE BUILDING WILL BE REPAINTED IN A DARKER SHADE OF CHARCOAL TO GIVE IT A FRESHER LOOK AND TO PROVIDE A MORE DISTINCT BACKGROUND FOR MARKET-RELATED PROGRAMMING MATERIALS PROVIDED BY THE MARKET OPERATOR AND PAINTED MARKET-RELATED GRAPHICS ON THE NORTH WALL. IN ADDITION, MARKET-RELATED TRANSLUCENT FILM GRAPHICS WILL BE APPLIED TO THE EXISTING STOREFRONTS TO ENLIVEN THE BUILDING. THE EAST SIDE OF THE BUILDING HAS A SIDEWALK APPROXIMATELY 24’ WIDE FRONTING BURNETT AVENUE AND ADJACENT TO THE BUILDING, AND IS SLATED IN THE FUTURE TO HAVE A MULTI-USE PEDESTRIAN/BIKE TRAIL INSTALLED ALONG ITS EAST EDGE, WHICH WILL BE DIRECTLY IN FRONT OF THE BUILDING’S EAST ENTRY AND ANCHOR TENANT. LOGAN AVENUE RUNS ALONG THE WEST SIDE OF THE BUILDING. THE MARKET OPERATOR ANTICIPATES THE TWO ANCHOR TENANTS USING THE AREAS IMMEDIATELY ADJACENT TO THE EAST AND WEST SIDES OF THE BUILDING FOR OUTDOOR SEATING AREAS, WHICH WILL ENHANCE THE SURROUNDING STREET LIFE AS WELL AS PROVIDING A PLACE FOR MORE EYES ON THE PIAZZA TO THE SOUTH. BOTH EAST AND WEST ENTRIES HAVE EXISTING 5’ SOFFITS THAT PROVIDE WEATHER PROTECTION, AND WILL HAVE NEW VERTICAL WOOD SCREEN-LIKE ELEMENTS OVERHEAD TO HEIGHTEN THE VISIBILITY/STREET PRESENCE OF THESE ENTRIES. NEW WOOD DOORS AT BOTH EAST AND WEST ENTRIES FURTHER DISTINGUISH THESE ENTRIES FROM THE EXISTING REPEATED STOREFRONT ALONG THE BUILDING. THE PIAZZA WILL BE RENOVATED, PRESERVING MUCH OF THE RIVERINE MOTIF IN THE GROUND PLANE, WITH THE ADDITION OF NEW UNDERSTORY PLANTING AND A RECONFIGURATION OF HARDSCAPE AND LANDSCAPE ACROSS MUCH OF THE SITE. THIS RECONFIGURATION ALLOWS FOR BETTER SIGHTLINES BOTH TO THE NEW MARKET AWNING AND THROUGH THE PARK. IT ALSO OPENS UP NEW OPPORTUNITIES FOR THE WEEKEND MARKET AND MAKES THE SPACE AVAILABLE TO BE PROGRAMMED FOR PUBLIC EVENTS. THE NEW HARDSCAPE MATERIALS WILL BLEND WITH THE EXISTING PAVEMENT MATERIAL, WHICH IS PRESERVED IN THE NEW DESIGN. THE NEW UNDERSTORY PLANTINGS WILL FOCUS ON NATIVE, DROUGHT TOLERANT PLANTS, PROGRAMMED TO PROVIDE HABITAT VALUE AND SEASONAL INTEREST. PROJECT NARRATIVE No.: Date: Description: BURNETT AVE S••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••LOGAN AVE S•••••••••••••••••••••••••••••••••••••••••••••••••••••DATENO.BY APPR. DESIGNED BY CHECKED BY ENGINEERING MANAGER PROJECT MANAGER PROJECT ENGINEER REVISIONS DRAWN BY DATE FILENAME Z9REN010300SURV.dwg SHT OFKPG PROJ. No. DATE DATE DATE DATE DATE Approved By Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 TOPOGRAPHIC SURVEY RENTON MARKET PLAN 08/13/2024 •••••••••••••••• •••••••••••• NOTES HORIZONTAL DATUM VERTICAL DATUM DATENO.BY APPR. DESIGNED BY CHECKED BY ENGINEERING MANAGER PROJECT MANAGER PROJECT ENGINEER REVISIONS DRAWN BY DATE FILENAME Z9REN010300SURV.dwg SHT OFKPG PROJ. No. DATE DATE DATE DATE DATE Approved By Tacoma Wenatchee KPG.com Seattle 3131 Elliott Avenue, Suite 400 Seattle, WA 98121 206.286.1640 TOPOGRAPHIC SURVEY RENTON MARKET C1.00 NOTES CITY OF RENTON SANITARY SEWER NOTES 1.ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/BUILDING/PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.THE HOURS OF WORK IN THE STREET RIGHT OF WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN PUBLIC RIGHT OF WAY. 3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. 4.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 PRIOR TO STARTING CONSTRUCTION. ( INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON.) IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 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. 6.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN STREET USE AND ANY OTHER RELATED PERMITS PRIOR TO ANY CONSTRUCTION. 7.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8.A COPY OF THESE APPROVED PLANS MUST BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 9.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE SANITARY SEWER SYSTEM, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 10.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 6 INCHES, MAXIMUM DEPTH OF 8 INCHES, THOROUGHLY TAMPING 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 PIPE SHALL BE THE SAME AS DESCRIBED. 11.OPEN CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAY SHALL BE BACKFILLED WITH CRUSHED ROCK AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY 12.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988 METERS, AND FOR HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/1991 METERS UNLESS OTHERWISE APPROVED BY THE CITY OF RENTON PUBLIC WORKS DEPARTMENT. REFERENCE BENCHMARK AND ELEVATIONS ARE NOTED ON THE PLANS. 13.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE DEPARTMENT FOR THE PREVENTION OF ON-SITE EROSION AFTER THE COMPLETION OF CONSTRUCTION. 14.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PLANNING/ BUILDING/ PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON IN THE RENTON STANDARD PLANS & SPECIFICATIONS. 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. PIPE BEDDING SHALL BE PEA GRAVEL 6 INCHES ABOVE AND BELOW THE PIPE. 15.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE ( PVC) RUBBER GASKETED ASTM D 3034, SDR 35, OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE WASTEWATER UTILITY. 16.IN UNIMPROVED AREAS, MANHOLE TO EXTEND MINIMUM 6 INCHES AND MAXIMUM 12 INCHES ABOVE FINISHED GRADE OR MUST HAVE MINIMUM 2' DIAMETER CONCRETE RING POURED AT GRADE. IN PAVED AREA, COVER MUST SLOPE IN ALL DIRECTIONS TO MATCH PAVING. 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. CITY OF RENTON SURFACE WATER STANDARD NOTES: 1.BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2.THE APPLICANT SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY CITY, STATE, AND FEDERAL PERMITS PRIOR TO CONSTRUCTION. 3.ALL STORM DRAINAGE IMPROVEMENTS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL ( RENTON SWDM), RENTON MUNICIPAL CODE ( RMC), AND THE STANDARD SPECIFICATIONS FOR ROAD, BRIDGE AND MUNICIPAL CONSTRUCTION PREPARED BY WSDOT AND THE AMERICAN PUBLIC WORKS ASSOCIATION ( APWA). IT SHALL BE THE SOLE RESPONSIBILITY OF THE APPLICANT TO CORRECT ANY ERROR, OMISSION OR VARIATION FROM THE ABOVE REQUIREMENTS FOUND IN THE PLANS. ALL CORRECTIONS SHALL BE AT NO ADDITIONAL COST TO THE CITY. 4.APPROVAL OF THE ROAD, GRADING, PARKING, BUILDING, AND DRAINAGE PLAN DOES NOT CONSTITUTE AS APPROVAL OF ANY OTHER CONSTRUCTION ( E.G. WATER, SEWER, GAS, ELECTRICAL. ETC.). PLANS FOR STRUCTURES SUCH AS BRIDGES, VAULTS, AND RETAINING WALLS REQUIRE A SEPARATE REVIEW AND APPROVAL BY THE CITY PRIOR TO CONSTRUCTION. THE SURFACE WATER DRAINAGE SYSTEM SHALL BE CONSTRUCTED ACCORDING TO THE APPROVED PLANS. ANY DEVIATION FROM THE APPROVED PLANS WILL REQUIRE COORDINATION FOLLOWED BY WRITTEN APPROVAL FROM THE CITY. 5.A COPY OF THE APPROVED PLANS SHALL BE ON THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. 6.THE LOCATIONS OF ALL EXISTING UTILITIES SHOWN HEREON HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE BE CONSIDERED APPROXIMATE ONLY AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE APPLICANT AND THE APPLICANT' S CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS SHOWN, AND TO FURTHER DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN HEREON THAT MAY BE AFFECTED BY THE IMPLEMENTATION OF THIS PLAN. THE APPLICANT SHALL RECORD ON THE AS- BUILT DRAWINGS ALL UNDOCUMENTED UTILITIES DISCOVERED AND ANY CHANGES TO THE APPROVED PLANS. THE APPLICANT SHALL IMMEDIATELY NOTIFY THE ENGINEER OF RECORD IF A CONFLICT EXISTS. 7.VERTICAL DATUM SHALL BE NAVD 88 AND HORIZONTAL DATUM SHALL BE NAD 83 ( WA STATE PLANE, NORTH), UNLESS OTHERWISE APPROVED BY THE CITY. REFERENCE BENCHMARK, DATUM, AND ELEVATIONS SHALL BE NOTED ON THE PLANS. 8.ALL UTILITY TRENCH BACKFILL AND ROADWAY SUBGRADE SHALL BE COMPACTED TO 95% MAXIMUM DRY DENSITY PER SECTION 2-03.3(14)D - COMPACTION AND MOISTURE CONTROL TESTS OF THE WSDOT STANDARD SPECIFICATIONS. IN PERMEABLE PAVEMENT AND OTHER INFILTRATION AREAS, ALL TRENCH BACKFILL SHALL BE FIRM AND UNYIELDING BUT IN NO CASE SHALL BE COMPACTED TO MORE THAN 92% OF MAXIMUM DRY DENSITY. 9.OPEN CUTTING OF EXISTING ROADWAYS FOR STORM DRAINAGE WORK IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE CITY AND NOTED ON THESE APPROVED PLANS. ANY OPEN CUT SHALL BE RESTORED IN ACCORDANCE WITH THE CITY TRENCH RESTORATION STANDARDS. 10.ALL PIPE AND STRUCTURES SHALL BE STAKED FOR SURVEY LINE AND GRADE PRIOR TO THE START OF CONSTRUCTION. WHERE SHOWN ON THE PLANS OR WHERE DIRECTED BY THE CITY, THE EXISTING MANHOLES, CATCH BASINS, OR INLETS SHALL BE ADJUSTED TO THE GRADE AS STAKED. 11.ALL FLOW CONTROL FACILITIES SHALL BE INSTALLED AND IN OPERATION PRIOR TO, OR IN CONJUNCTION WITH, ANY CONSTRUCTION ACTIVITY UNLESS OTHERWISE APPROVED BY THE CITY. 12.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE CURRENT STATE OF WASHINGTON STANDARD SPECIFICATION FOR ROAD AND BRIDGE CONSTRUCTION. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL, AS WELL AS PLACEMENT AND COMPACTION OF REQUIRED BEDDING MATERIAL TO UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. ALL PIPE BEDDING AND BACKFILL SHALL BE AS SHOWN ON THE CITY STANDARD PLAN 220. 00, 220. 10, AND 220. 20. 13.STEEL PIPE SHALL BE ALUMINIZED, OR GALVANIZED WITH ASPHALT TREATMENT 1, 2, OR 5 INSIDE AND OUTSIDE. 14.ALL DRAINAGE STRUCTURES SUCH AS CATCH BASINS AND MANHOLES SHALL BE FITTED WITH DUCTILE IRON, BOLT- LOCKING LIDS PER THE CITY STANDARD PLAN 204. 10, 204. 20, 204. 30, 204. 40, AND 204. 50. STRUCTURES SHALL HAVE: ·RECTANGULAR OR ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND OUTSIDE OF THE ROADWAY. ·ROUND, SOLID LIDS WHEN NOT COLLECTING RUNOFF, AND LOCATED WITHIN THE ROADWAY, BUT OUTSIDE OF THE CURB/ GUTTER LINE. ·ROUND, SOLID LIDS DISPLAYING THE CITY LOGO WHEN WITHIN THE PUBLIC RIGHT- OF- WAY OR IN AN EASEMENT TO THE CITY. PRIVATE STRUCTURE LIDS OUTSIDE PUBLIC RIGHT- OF- WAY AND EASEMENTS TO THE CITY SHALL NOT DISPLAY THE CITY LOGO. 15.BUILDINGS AND OTHER STRUCTURES SHALL BE PLACED IN ACCORDANCE WITH TABLE 4.1 EASEMENT WIDTHS AND BUILDING SETBACKS LINES OF THE RENTON SWDM. 16.LIDS OF MANHOLES/ CATCH BASINS WITHIN PUBLIC RIGHT- OF- WAY SHALL NOT BE ADJUSTED TO FINAL GRADE UNTIL AFTER PAVING. ALL MANHOLE/ CATCH BASIN RIMS SHALL BE ADJUSTED TO BE FLUSH WITH FINAL FINISHED GRADES, UNLESS OTHERWISE SHOWN. 17.ALL DRIVEWAY CULVERTS LOCATED WITHIN CITY RIGHT- OF- WAY SHALL BE OF SUFFICIENT LENGTH TO PROVIDE A MINIMUM 3:1 SLOPE FROM THE EDGE OF THE DRIVEWAY TO THE BOTTOM OF THE DITCH. 18.ROCK FOR EROSION PROTECTION OF ROADSIDE DITCHES, WHERE REQUIRED, SHALL BE OF SOUND QUARRY ROCK PLACED TO A MINIMUM DEPTH OF ONE (1) FOOT AND SHALL MEET THE FOLLOWING SPECIFICATIONS: •4 - 8 INCH ROCK / 40 - 70% PASSING; •2 - 4 INCH ROCK / 30 - 40% PASSING; AND •LESS THAN 2 INCH ROCK / 10 - 20% PASSING. 19.FOOTING DRAINAGE SYSTEMS AND ROOF DOWNSPOUT SYSTEMS SHALL NOT BE INTERCONNECTED AND SHALL SEPARATELY CONVEY COLLECTED FLOWS TO THE CONVEYANCE SYSTEM OR FLOW CONTROL FACILITY ON THE SITE, UNLESS APPROVED BY THE CITY. FOOTING DRAINS SHALL NOT BE CONNECTED TO ON- SITE BMPS. 20.THE END OF EACH STORM DRAIN STUB SHALL BE CAPPED. A CLEANOUT TOPPED WITH A BOLT- LOCKING LID MARKED " STORM” OR " DRAIN" SHALL BE LOCATED AT THE PROPERTY LINE OR AT THE POINT OF CONNECTION OF A PRIVATE STORM DRAINAGE CONVEYANCE SYSTEM PER THE CITY STANDARD PLAN 227. 00. 21.ALL STORM SYSTEM EXTENSIONS SHALL BE STAKED FOR LINE AND GRADE BY A SURVEYOR LICENSED IN WASHINGTON STATE, AND CUT SHEETS SHALL BE PROVIDED TO THE CITY PRIOR TO CONSTRUCTION. 22.ALL NEWLY- INSTALLED AND NEWLY- REHABILITATED ( PUBLIC AND PRIVATE) STORM CONVEYANCE SYSTEMS SHALL BE INSPECTED BY MEANS OF REMOTE CCTV ACCORDING TO THE CITY STANDARD PLAN 266. 00. CCTV INSPECTIONS AND REPORTS SHALL BE SUBMITTED TO THE CITY PRIOR TO RECEIVING APPROVAL TO INSTALL PROJECT CURBS, GUTTERS AND/ OR PAVEMENT. 23.ALL STORM SYSTEMS AND CONNECTIONS TO EXISTING MAINS SHALL BE TESTED IN ACCORDANCE WITH SECTION 7-04.3(1) OF THE WSDOT STANDARD SPECIFICATIONS AND IN THE PRESENCE OF A REPRESENTATIVE OF THE CITY. STORM DRAIN STUBS SHALL BE TESTED FOR ACCEPTANCE AT THE SAME TIME THE MAIN STORM IS TESTED. 24.FOR ALL DISTURBED PERVIOUS AREAS ( COMPACTED, GRADED, LANDSCAPED, ETC.) OF THE DEVELOPMENT SITE, TO MAINTAIN THE MOISTURE CAPACITY OF THE SOIL EITHER STOCKPILE AND REDISTRIBUTE THE EXISTING DUFF LAYER AND NATIVE TOPSOIL OR AMEND THE SOIL WITH COMPOST IN ACCORDANCE WITH STANDARD PLAN 264. 00. 25.ISSUANCE OF THE BUILDING OR CONSTRUCTION PERMITS BY THE CITY DOES NOT RELIEVE THE APPLICANT OF THE CONTINUING LEGAL OBLIGATION AND/ OR LIABILITY CONNECTED WITH STORMWATER DISPOSAL. THE CITY DOES NOT ACCEPT ANY OBLIGATION FOR THE PROPER FUNCTIONING AND MAINTENANCE OF THE STORM SYSTEM PROVIDED DURING CONSTRUCTION. 26.ADEQUATE SAFEGUARDS, SAFETY DEVICES, PROTECTIVE EQUIPMENT, FLAGGERS, AND ANY OTHER ACTIONS NEEDED TO PROTECT THE LIFE, HEALTH, AND SAFETY OF THE PUBLIC, AND TO PROTECT PROPERTY IN CONNECTION WITH THE PERFORMANCE OF WORK SHALL BE PROVIDED. ANY WORK WITHIN THE TRAVELED RIGHT- OF- WAY THAT MAY INTERRUPT NORMAL TRAFFIC FLOW SHALL REQUIRE A TRAFFIC CONTROL PLAN APPROVED BY THE CITY. ALL SECTIONS OF THE WSDOT STANDARD SPECIFICATIONS 1-10 TEMPORARY TRAFFIC CONTROL SHALL APPLY. 27.PROJECTS LOCATED WITHIN THE CITY' S AQUIFER PROTECTION AREA ( APA) SHALL COMPLY WITH SPECIAL REQUIREMENT # 6 OF THE RENTON SWDM AND AQUIFER PROTECTION REGULATIONS ( RMC 4-3-050). 28.PLACEMENT OF SURFACE APPURTENANCES ( CATCH BASIN/ MANHOLE LIDS, CLEANOUTS, INLETS, ETC.) IN THE STREET TRAVEL LANE WHEEL PATH, INTERSECTIONS OF STREET TRAVEL LANES, BIKE LANES, SIDEWALKS, AND CROSSWALKS SHALL BE AVOIDED WHENEVER POSSIBLE. ANY SURFACE APPURTENANCE PLACED IN A SIDEWALK OR CROSSWALK SHALL BE FITTED WITH A NON- SLIP OR NON- SKID LID PER ADA REQUIREMENTS. 29.CLEARLY LABEL PUBLIC AND PRIVATE SYSTEMS ON THE PLANS. PRIVATE SYSTEMS SHALL BE MAINTAINED BY THE APPLICANT. 30.MINIMUM COVER OVER STORM DRAINAGE PIPE SHALL CONFORM TO TABLE 4.2.1.A2 OF THE RENTON SWDM. 31.CONSTRUCTED PERMEABLE PAVEMENT SHALL BE PERMEABLE ENOUGH TO ABSORB WATER AT A MINIMUM RATE OF 20 INCHES PER HOUR IMMEDIATELY AFTER THE PAVEMENT SURFACE HAS BEEN WETTED CONTINUOUSLY FOR AT LEAST 10 MINUTES. COMPLIANCE WITH THIS MINIMUM RATE SHALL BE CHECKED PRIOR TO CONSTRUCTION APPROVAL OF THE PAVEMENT. COMPLIANCE MAY BE CHECKED USING A SIMPLE BUCKET TEST IN WHICH 5 GALLONS OF WATER IS POURED ONTO THE PAVEMENT SURFACE ALL AT ONCE. IF ONLY A MINOR AMOUNT OF WATER PONDS OR RUNS OFF THE SURFACE, THEN THE PAVEMENT IS CONSIDERED TO MEET THE MINIMUM RATE OF ABSORPTION. AT LEAST ONE TEST SHALL BE CONDUCTED PER 1,000 SQUARE FEET OF PERMEABLE PAVEMENT. IF THIS TEST IS NOT CONCLUSIVE, THEN ANOTHER TEST PER ASTM C1701 SHALL BE CONDUCTED. FOR LARGE AREAS ( E.G., PARKING AREAS), TESTING OBSERVATION MAY BE ACCOMPLISHED WHILE WALKING BEHIND A SLOWLY MOVING WATER TRUCK DISCHARGING WATER AT A RATE SIMILAR TO THE BUCKET TEST. PERMEABLE PAVERS SHALL BE TESTED USING ASTM C1781. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: LAND USE PERMIT 10/17/2024 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 2024-10-15 C1.01 NOTES EROSION AND SEDIMENT CONTROL (ESC) STANDARD PLAN NOTES: 1. BEFORE ANY CONSTRUCTION OR DEVELOPMENT ACTIVITY OCCURS, A PRE- CONSTRUCTION MEETING SHALL BE HELD AMONG THE CITY OF RENTON, HEREBY REFERRED TO AS THE CITY, THE APPLICANT, AND THE APPLICANT' S CONTRACTOR. 2. THE APPLICANT IS RESPONSIBLE FOR OBTAINING THE WASHINGTON STATE DEPARTMENT OF ECOLOGY (ECOLOGY) CONSTRUCTION STORMWATER GENERAL PERMIT, IF IT IS REQUIRED FOR THE PROJECT. THE APPLICANT SHALL PROVIDE THE CITY COPIES OF ALL MONITORING REPORTS PROVIDED TO ECOLOGY ASSOCIATED WITH THE CONSTRUCTION STORMWATER GENERAL PERMIT. 3. THE ESC PLAN SET SHALL INCLUDE AN ESC CONSTRUCTION SEQUENCE DETAILING THE ORDERED STEPS THAT SHALL BE FOLLOWED FROM CONSTRUCTION COMMENCEMENT TO POST- PROJECT CLEANUP IN ORDER TO FULFILL PROJECT ESC REQUIREMENTS. 4. THE BOUNDARIES OF THE CLEARING LIMITS, SENSITIVE AREAS AND THEIR BUFFERS, AND AREAS OF VEGETATION PRESERVATION AND TREE RETENTION AS PRESCRIBED ON THE PLAN(S) SHALL BE CLEARLY DELINEATED BY FENCING AND PROTECTED IN THE FIELD IN ACCORDANCE WITH APPENDIX D OF THE CITY OF RENTON SURFACE WATER DESIGN MANUAL (RENTON SWDM) PRIOR TO THE START OF CONSTRUCTION. DURING THE CONSTRUCTION PERIOD, NO DISTURBANCE BEYOND THE CLEARING LIMITS SHALL BE PERMITTED. THE CLEARING LIMITS SHALL BE MAINTAINED BY THE APPLICANT/ ESC SUPERVISOR FOR THE DURATION OF CONSTRUCTION. 5. STABILIZED CONSTRUCTION ENTRANCES SHALL BE INSTALLED AT THE BEGINNING OF CONSTRUCTION AND MAINTAINED FOR THE DURATION OF THE PROJECT. ADDITIONAL MEASURES, SUCH AS CONSTRUCTED WHEEL WASH SYSTEMS OR WASH PADS, MAY BE REQUIRED TO ENSURE THAT ALL PAVED AREAS ARE KEPT CLEAN AND TRACK- OUT TO ROAD RIGHT OF WAY DOES NOT OCCUR FOR THE DURATION OF THE PROJECT. IF SEDIMENT IS TRACKED OFFSITE, PUBLIC ROADS SHALL BE CLEANED THOROUGHLY AT THE END OF EACH DAY, OR MORE FREQUENTLY DURING WET WEATHER, AS NECESSARY TO PREVENT SEDIMENT FROM ENTERING WATERS OF THE STATE. 6. WASHOUT FROM CONCRETE TRUCKS SHALL BE PERFORMED OFF- SITE OR IN DESIGNATED CONCRETE WASHOUT AREAS ONLY. DO NOT WASH OUT CONCRETE TRUCKS ONTO THE GROUND, OR TO STORM DRAINS OR OPEN DITCHES. ON- SITE DUMPING OF EXCESS CONCRETE SHALL ONLY OCCUR IN DESIGNATED CONCRETE WASHOUT AREAS. 7. ALL REQUIRED ESC BMPS SHALL BE CONSTRUCTED AND IN OPERATION PRIOR TO LAND CLEARING AND/ OR CONSTRUCTION TO PREVENT TRANSPORTATION OF SEDIMENT TO SURFACE WATER, DRAINAGE SYSTEMS AND ADJACENT PROPERTIES. ALL ESC BMPS SHALL BE MAINTAINED IN A SATISFACTORY CONDITION UNTIL SUCH TIME THAT CLEARING AND/ OR CONSTRUCTION IS COMPLETE AND POTENTIAL FOR ON- SITE EROSION HAS PASSED. ALL ESC BMPS SHALL BE REMOVED AFTER CONSTRUCTION IS COMPLETED AND THE SITE HAS BEEN STABILIZED TO ENSURE POTENTIAL FOR ON- SITE EROSION DOES NOT EXIST. THE IMPLEMENTATION, MAINTENANCE, REPLACEMENT, ENHANCEMENT, AND REMOVAL OF ESC BMPS SHALL BE THE RESPONSIBILITY OF THE APPLICANT. 8. ANY HAZARDOUS MATERIALS OR LIQUID PRODUCTS THAT HAVE THE POTENTIAL TO POLLUTE RUNOFF SHALL BE DISPOSED OF PROPERLY. 9. THE ESC BMPS DEPICTED ON THIS DRAWING ARE INTENDED TO BE MINIMUM REQUIREMENTS TO MEET ANTICIPATED SITE CONDITIONS. AS CONSTRUCTION PROGRESSES AND UNEXPECTED OR SEASONAL CONDITIONS DICTATE, THE APPLICANT SHALL ANTICIPATE THAT MORE ESC BMPS WILL BE NECESSARY TO ENSURE COMPLETE SILTATION CONTROL ON THE PROPOSED SITE. DURING THE COURSE OF CONSTRUCTION, IT SHALL BE THE OBLIGATION AND RESPONSIBILITY OF THE APPLICANT TO ADDRESS ANY NEW CONDITIONS THAT MAY BE CREATED BY THE ACTIVITIES AND TO PROVIDE ADDITIONAL ESC BMPS, OVER AND ABOVE MINIMUM REQUIREMENTS, AS MAY BE NEEDED, TO PROTECT ADJACENT PROPERTIES AND WATER QUALITY OF THE RECEIVING DRAINAGE SYSTEM. 10. APPROVAL OF THIS PLAN IS FOR ESC ONLY. IT DOES NOT CONSTITUTE AN APPROVAL OF STORM DRAINAGE DESIGN, SIZE NOR LOCATION OF PIPES, RESTRICTORS, CHANNELS, OR STORMWATER FACILITIES. 11. ANY DEWATERING SYSTEM NECESSARY FOR THE CONSTRUCTION OF STORMWATER FACILITIES SHALL BE SUBMITTED TO THE CITY FOR REVIEW AND APPROVAL. 12. ANY AREAS OF EXPOSED SOILS, INCLUDING ROADWAY EMBANKMENTS, THAT WILL NOT BE DISTURBED FOR TWO DAYS DURING THE WET SEASON (OCTOBER 1ST THROUGH APRIL 30TH) OR SEVEN DAYS DURING THE DRY SEASON (MAY 1ST THROUGH SEPTEMBER 30TH) SHALL BE IMMEDIATELY STABILIZED WITH THE APPROVED ESC COVER METHODS (E.G., SEEDING, MULCHING, PLASTIC COVERING, ETC.) IN CONFORMANCE WITH APPENDIX D OF THE RENTON SWDM. 13. WET SEASON ESC REQUIREMENTS APPLY TO ALL CONSTRUCTION SITES BETWEEN OCTOBER 1ST AND APRIL 30TH, UNLESS OTHERWISE APPROVED BY THE CITY. 14. ANY AREA NEEDING ADDITIONAL ESC MEASURES, NOT REQUIRING IMMEDIATE ATTENTION, SHALL BE ADDRESSED WITHIN SEVEN (7) DAYS. 15. THE ESC BMPS ON INACTIVE SITES SHALL BE INSPECTED AND MAINTAINED AT A MINIMUM OF ONCE A MONTH OR WITHIN 24 HOURS FOLLOWING A STORM EVENT. INSPECTION AND MAINTENANCE SHALL OCCUR MORE FREQUENTLY AS REQUIRED BY THE CITY. 16. BEFORE COMMENCEMENT OF ANY CONSTRUCTION ACTIVITY, CATCH BASIN INSERTS PER THE CITY STANDARD PLAN 216. 30 SHALL BE PROVIDED FOR ALL STORM DRAIN INLETS DOWNSLOPE AND WITHIN 500 FEET OF A DISTURBED OR CONSTRUCTION AREA, UNLESS THE RUNOFF THAT ENTERS THE INLET WILL BE CONVEYED TO A SEDIMENT POND OR TRAP. ALL CATCH BASIN INSERTS SHALL BE PERIODICALLY INSPECTED AND REPLACED AS NECESSARY TO ENSURE FULLY FUNCTIONING CONDITION. 17. AT NO TIME SHALL SEDIMENT ACCUMULATION EXCEED 2/3 OF THE CAPACITY OF THE CATCH BASIN SUMP. ALL CATCH BASINS AND CONVEYANCE LINES SHALL BE CLEANED PRIOR TO PAVING. THE CLEANING OPERATION SHALL NOT FLUSH SEDIMENT- LADEN WATER INTO THE DOWNSTREAM SYSTEM. 18. ANY PERMANENT STORMWATER FACILITY LOCATION USED AS A TEMPORARY SETTLING BASIN SHALL BE MODIFIED WITH THE NECESSARY ESC BMPS AND SHALL PROVIDE ADEQUATE STORAGE CAPACITY. IF THE TEMPORARY FACILITY IS TO ULTIMATELY FUNCTION AS AN INFILTRATION SYSTEM IN ITS PERMANENT STATE, THE TEMPORARY FACILITY SHALL BE ROUGH GRADED SO THAT THE BOTTOM AND SIDES ARE AT LEAST THREE FEET ABOVE THE FINAL GRADE OF THE PERMANENT FACILITY. 19.AREAS DESIGNATED ON THE PLAN(S) CONTAINING EXISTING STORMWATER FACILITIES OR ON- SITE BMPS (AMENDED SOILS, BIORETENTION, PERMEABLE PAVEMENT, ETC.) SHALL BE CLEARLY FENCED AND PROTECTED USING ESC BMPS TO AVOID SEDIMENTATION AND COMPACTION DURING CONSTRUCTION. 20. PRIOR TO THE BEGINNING OF THE WET SEASON (OCTOBER 1ST), ALL DISTURBED AREAS SHALL BE INSPECTED TO IDENTIFY WHICH ONES SHALL BE SODDED OR SEEDED IN PREPARATION FOR THE WINTER RAINS. DISTURBED AREAS SHALL BE SODDED OR SEEDED WITHIN ONE WEEK OF THE BEGINNING OF THE WET SEASON.AN EXHIBIT OF THOSE AREAS TO BE SODDED OR SEEDED AND THOSE AREAS TO REMAIN UNCOVERED SHALL BE SUBMITTED TO THE CITY FOR REVIEW. 21. PRIOR TO FINAL CONSTRUCTION ACCEPTANCE, THE PROJECT SITE SHALL BE STABILIZED TO PREVENT SEDIMENT- LADEN WATER FROM LEAVING THE PROJECT SITE, ALL ESC BMPS SHALL BE REMOVED, AND STORMWATER CONVEYANCE SYSTEMS, FACILITIES, AND ON- SITE BMPS SHALL BE RESTORED TO THEIR FULLY FUNCTIONING CONDITION. ALL DISTURBED AREAS OF THE PROJECT SITE SHALL BE VEGETATED OR OTHERWISE PERMANENTLY STABILIZED. AT A MINIMUM, DISTURBED AREAS SHALL BE SODDED OR SEEDED AND MULCHED TO ENSURE THAT SUFFICIENT COVER WILL DEVELOP SHORTLY AFTER FINAL APPROVAL. MULCH WITHOUT SEEDING IS ADEQUATE FOR AREAS TO BE LANDSCAPED BEFORE OCTOBER 1ST. 22. ROCKERIES ARE CONSIDERED TO BE A METHOD OF BANK STABILIZATION AND EROSION CONTROL. ROCKERIES SHALL NOT BE CONSTRUCTED TO SERVE AS RETAINING WALLS. ALL ROCKERIES IN CITY ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH CITY STANDARDS. ROCKERIES OUTSIDE OF ROAD RIGHTS- OF- WAY SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. CITY OF RENTON WASTEWATER UTILITY STANDARD NOTES 1.ALL WORK AND MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATIONS, AS APPROVED AND MODIFIED BY THE CITY OF RENTON STANDARD PLANS& SPECIFICATIONS.A SET OF APPROVED PLANS SHALL BE KEPT ON SITE AT ALL TIMES DURING CONSTRUCTION. 2.DATUM FOR VERTICAL CONTROL SHALL BE NORTH AMERICAN VERTICAL DATUM 1988. HORIZONTAL CONTROL SHALL BE NORTH AMERICAN DATUM 1983/ 1991 UNLESS OTHERWISE APPROVED BY THE CITY. BENCHMARKS AND MONUMENTS SHALL BE REFERENCED ON THE APPROVED PLANS. 3.A PRE- CONSTRUCTION CONFERENCE AND A 24- HOUR NOTICE SHALL BE REQUIRED PRIOR TO STARTING NEW CONSTRUCTION. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO SECURE ALL NECESSARY PERMITS, INCLUDING STREET USE PERMITS, PRIOR TO STARTING CONSTRUCTION. INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY. IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO NOTIFY THE PUBLIC WORKS INSPECTOR 24 HOURS IN ADVANCE OF BACKFILLING ALL CONSTRUCTION. 4.THE HOURS OF WORK IN THE STREET RIGHT- OF- WAY SHALL BE PER CITY SPECIFICATIONS ON WEEKDAYS UNLESS OTHERWISE APPROVED IN WRITING BY THE PUBLIC WORKS DEPARTMENT. AN APPROVED TRAFFIC CONTROL PLAN MUST BE OBTAINED PRIOR TO BEGINNING ANY WORK WITHIN THE PUBLIC RIGHT- OF-WAY. 5.CONTRACTOR IS SOLELY RESPONSIBLE FOR THE MEANS, METHODS AND SEQUENCES OF CONSTRUCTION AND FOR THE SAFETY OF WORKERS AND OTHERS ON THE CONSTRUCTION SITE IN ACCORDANCE WITH LOCAL, STATE AND FEDERAL REQUIREMENTS. 6.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR' S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION SO AS TO AVOID DAMAGE OR DISTURBANCE. THE CONTRACTOR SHALL COMPLY WITH THE REQUIREMENTS OF RCW 19. 122. A DIG TICKET SHALL BE OBTAINED A MINIMUM OF TWO BUSINESS DAYS PRIOR TO STARTING ANY EXCAVATION. THE CONTRACTOR SHALL HAVE A COPY OF THE DIG TICKET ON SITE AT ALL TIMES. 7.BACKFILL SHALL BE PLACED EQUALLY ON BOTH SIDES OF THE PIPE IN LAYERS WITH A LOOSE AVERAGE DEPTH OF 12- INCHES, MAXIMUM DEPTH 18- INCHES, THOROUGHLY COMPACTING EACH LAYER TO 95 PERCENT OF MAXIMUM DENSITY. THESE COMPACTED LAYERS MUST EXTEND FOR ONE PIPE DIAMETER ON EACH SIDE OF THE PIPE OR TO THE SIDE OF THE TRENCH. MATERIALS TO COMPLETE THE FILL OVER THE PIPE SHALL BE EQUIVALENT TO BANK RUN GRAVEL FOR TRENCH BACKFILL( 9- 03. 19). 8.SANITARY SEWER PIPE SHALL BE POLYVINYL CHLORIDE( PVC) RUBBER- GASKETED ASTM D 3034, SDR 35, C900/ C905 OR DUCTILE IRON CLASS 50, UNLESS OTHERWISE APPROVED BY THE CITY. 9.SANITARY SEWER PIPES SHALL NOT BE LOCATED UNDER ANY STRUCTURE( WALL, BUILDING FOUNDATION, ETC.) UNLESS APPROVED BY THE CITY. IF A SANITARY SEWER IS TO BE LOCATED UNDER ANY STRUCTURE( WALL, BUILDING FOUNDATION, ETC.), IT SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER LICENSED IN THE STATE OF WASHINGTON IN ACCORDANCE WITH STANDARD DETAIL 412. 10.OPEN- CUT ROAD CROSSINGS FOR UTILITY TRENCHES ON EXISTING TRAVELED ROADWAYS SHALL BE BACKFILLED WITH CRUSHED SURFACING AGGREGATE( WSDOT SPECIFICATION 9-03. 9( 3) AND MECHANICALLY COMPACTED UNLESS OTHERWISE APPROVED BY THE CITY. 11.ALL PIPE AND APPURTENANCES SHALL BE LAID ON A PROPERLY PREPARED FOUNDATION IN ACCORDANCE WITH THE STANDARDS AND SPECIFICATION OF THE CITY AND THE LATEST EDITION OF THE WSDOT/ APWA STANDARDS AND SPECIFICATION AS APPROVED AND MODIFIED BY THE CITY IN THE RENTON STANDARD PLANS& SPECIFICATIONS. THIS SHALL INCLUDE NECESSARY LEVELING OF THE TRENCH BOTTOM OR THE TOP OF THE FOUNDATION MATERIAL TO A UNIFORM GRADE SO THAT THE ENTIRE LENGTH OF THE PIPE WILL BE SUPPORTED ON A UNIFORMLY DENSE, UNYIELDING BASE. PIPE BEDDING SHALL BE IN ACCORDANCE WITH STANDARD PLAN 405. 12.ALL DISTURBED AREAS SHALL BE SEEDED AND MULCHED OR OTHERWISE STABILIZED TO THE SATISFACTION OF THE CITY FOR THE PREVENTION OF ON- SITE EROSION BOTH DURING CONSTRUCTION AND AFTER THE COMPLETION OF CONSTRUCTION IN ACCORDANCE WITH THE CURRENT SURFACE WATER DESIGN MANUAL. 13.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH A RECORD DRAWING OF THE SANITARY SEWER SYSTEM WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: LAND USE PERMIT 10/17/2024 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 2024-10-15 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••1 C2.50 2 C2.50 S 3RD STLOGAN AVE SBURNETT AVE SDEMOLISH CURB STREET LIGHT TO BE REMOVED BY OTHERS PROTECT ELEC, COMM, AND WATER INFRASTRUCTURE SAWCUT PAVEMENT FOR DRIVEWAY AND BOLLARDS PROTECT EXIST POWER, TYP PROTECT EXIST GAS LINE, TYP PROTECT EXIST BUILDING, TYP CATCH BASIN INSERT, TYP STRAW WATTLE, TYP SAWCUT PAVING FOR SOUTH ENTRY VESTIBULE EXIST RENTON TRANSIT CENTER RENTON PAVILION EVENT CENTER REMOVE STRIPING AND SIGNAGE FOR EVENT PARKING STALLS. RELOCATE EVENT PARKING SIGNAGE, REFER TO C3.00, PROTECT ADA SIGNAGE AND STRIPING DEMO EXIST DRAIN AND ASSOCIATED SD PIPES, TEMPORARILY REROUTE FLOWS AS NEEDED REMOVE STRIPING FOR PARKING STALLS, TYP PROTECT EXIST PARKING SIGNAGE, UNLESS OTHERWISE NOTED PROTECT EXIST EVENT PARKING SIGNAGE, AND AUTHORIZED VEHICLE SIGNAGE. RELOCATE 2HR PARKING SIGNAGE REFER TO C3.00 CAP PIPE, TYP RENTON MARKET LIMITS OF WORK, TYP RIGHT-OF-WAY LINE, TYP REMOVE BOLLARDS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: LAND USE PERMIT 10/17/2024 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 0 1 inch = 20 feet 10'20'40' C2.00 LEGEND: RIGHT-OF-WAY LINE STRAW WATTLE CATCH BASIN INSERT REMOVE BOLLARD REMOVE FULL DEPTH CONCRETE PAVING OR LANDSCAPING SAWCUT LINE DEMOLISH EXISTING UTILITY LIMITS OF WORK DEMO AND TESC PLAN NOTES: 1.CONTRACTOR SHALL OBTAIN AND PAY FOR NECESSARY PERMITS TO EXECUTE DEMOLITION, INCLUDING PERMIT TO USE PUBLIC WATER SUPPLY FOR DUST SUPPRESSION. 2.DEMOLITION SHALL BE IN CONFORMANCE WITH APPLICABLE REGULATION, CODES, AND DEMOLITION PERMIT REQUIREMENTS. 3.CONTRACTOR SHALL DISPOSE OF EXCESS DEMOLITION MATERIAL OFF-SITE IN A SAFE AND LEGAL MANNER. 4.MAKE VERTICAL SAWCUTS BETWEEN ALL EXISTING PAVEMENT TO REMAIN AND THE PORTION TO BE REMOVED. PROTECT PAVEMENT TO REMAIN OUTSIDE OF SAWCUT LINE. 5.CONTRACTOR SHALL FIELD VERIFY THE LOCATION OF ALL UTILITIES AND CONDUCT EXISTING BUILDING PRE-CONSTRUCTION SURVEYS, PRIOR TO DEMOLITION OR CONSTRUCTION ACTIVITIES. 6.CONTRACTOR SHALL PROVIDE TRAFFIC AND PEDESTRIAN REROUTES AS NECESSARY TO COMPLETE THE WORK, AND OBTAIN APPROVAL FROM THE CITY PRIOR TO BEGINNING WORK. 7.ANY DAMAGE RESULTING FROM PROJECT DEMOLITION ACTIVITIES TO EXISTING IMPROVEMENTS OR VEGETATION OUTSIDE OF WORK INDICATED ON PLAN SHALL BE REPAIRED/REPLACED IN KIND AT CONTRACTOR'S EXPENSE. 8.ALL DISTURBED PAVEMENT IN PUBLIC RIGHT OF WAY SHALL BE REPLACED PER COR STANDARDS AND PROJECT PLANS. 9.CONTRACTOR SHALL COORDINATE WITH ALL AFFECTED UTILITY PROVIDERS AND CITY TO KEEP ADJOINING PROPERTY SERVICES UNINTERRUPTED, AND TO PERFORM DEMOLITION ACTIVITIES IN ACCORDANCE TO APPLICABLE STANDARDS. 10.REMOVE STRIPING ON REMAINING EXISTING PAVEMENT TO INSTALL FULL EXTENTS OF PROPOSED STRIPING AS INDICATED ON PLANS. REMOVAL OF EXISTING STRIPING SHALL NOT DAMAGE EXISTING PAVEMENT TO REMAIN. 11.CONTRACTOR IS RESPONSIBLE FOR PREVENTING SEDIMENT AND SEDIMENT LADEN RUNOFF FROM LEAVING THE SITE. CONTRACTOR SHALL ADJUST AND ADD BMPS AS NECESSARY TO ADDRESS FIELD CONDITIONS AND PROGRESSION OF WORK. EROSION AND SEDIMENT CONTROL MEASURES SHALL MEET COR REQUIREMENTS. TESC MEASURES SHALL BE INSTALLED AND MAINTAINED IN ACCORDANCE WITH COR. 12.REMOVE AND DISPOSE OF ALL TESC MEASURES AT THE COMPLETION OF THE PROJECT WHEN ALL DISTURBED AREAS HAVE BEEN FULLY AND FINALLY STABILIZED. 13.CITY STREETS AND SIDEWALKS SHALL BE KEPT CLEAN AT ALL TIMES. MATERIAL SHALL NOT BE STORED ON CITY STREETS OR SIDEWALKS WITHOUT A STREET USE PERMIT FROM THE COR. 2024-10-15 C2.50 DEMO AND TESC DETAILS 1CATCH BASIN INSERT NTS 2STRAW WATTLE NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: LAND USE PERMIT 10/17/2024 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 2024-10-15 •••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••••2 C3.50 5 C3.50 3 C3.51 1 C3.11 1 C3.10 S 3RD STLOGAN AVE SBURNETT AVE S25'4'10+00 11+00 12+00 12+87.13 12.5'±RENTON MARKET 2.0'6.0'45.0'14.0'25' DRIVEWAY PER CITY OF RENTON STANDARD DETAIL 104 137 LF 6" SS @ 0.5% MIN EXIST SS CO AND SIDE SEWER, REFER TO NOTE 11 6" IE ~ 32.6 ± EXIST SIDE SEWER EXIST MH RIM 35.59 6" IE 31.7 E,N @ CL SOUTH ENTRY GRADING ENLARGEMENT GREASE INTERCEPTOR (GI) VAULT REFER TO PLUMB PLAN CIVIL POC 6" IE OUT: 33.5± RETRACTABLE BOLLARD, REFER TO LS PLAN TEMPORARY FENCE ENCLOSURE, REFER TO ARCH PLAN REPLACE LANDSCAPE, REFER TO LS PLAN PEDESTRIAN CONCRETE PAVING, TYP PEDESTRIAN CONCRETE PAVING, TYP DRIVEWAY GRADING ENLARGEMENT EXIST RENTON TRANSIT CENTER SSCO, TYP EXIST BUILDING, TYP RESTRIPE EXIST PARKING STALLS. APPROXIMATE LOCATION OF EXIST ADA PARKING STALLS. PROTECT EXIST ADA SIGN AND STRIPING . LOCATE ENCLOSURE OUTSIDE OF ADA PARKING STALL PROTECT EXIST BIKE LOCKERS. LOCATE ENCLOSURE ADJACENT TO BIKE LOCKER WITH MIN 6' CLEARANCE FOR BIKE ACCESS PROTECT EXIST PARKING SIGNAGE, UNLESS OTHERWISE NOTED ON C2.00 RELOCATE EXIST EVENT CENTER SIGN, REUSE EXIST POLE RELOCATE EXIST 2 HR PARKING SIGN TO EXIST LIGHT POLE RELOCATE EXIST EVENT CENTER PARKING SIGN, INSTALL NEW POLE. SERVICE VEHICLE EGRESS, RIGHT TURN ONLY INSTALL RIGHT TURN ONLY SIGN, R3-5R VEHICLE INGRESS AND EGRESS RENTON MARKET WORK LIMITS, TYP RENTON PIAZZA UNMARKED LOADING ZONE RIGHT-OF-WAY LINE TYP 60.0'30.0'55.0' 23.0'±21.6'±13.9'±8.1'±13.9'± 0 1 inch = 20 feet 10'20'40' C3.00 CIVIL MARKET IMPROVEMENT PLAN LEGEND: RIGHT-OF-WAY LINE SANITARY SEWER PIPE (SS) SANITARY SEWER CLEAOUT (SSCO) PEDESTRIAN CONCRETE PAVEMENT, REFER TO NOTE 5 AND 6 VEHICULAR CONCRETE PAVEMENT, REFER TO NOTE 5 LANDSCAPE, REFER TO LS PLANS RETRACTABLE BOLLARD, REFER TO LS PLANS NOTES: 1.REFER TO C1.00 AND C1.01 FOR GENERAL NOTES. 2.CONTRACTOR SHALL CONFIRM POC'S PRIOR TO CONSTRUCTION WHEN CONNECTING TO EXISTING SYSTEMS AND NOTIFY ENGINEER OF ANY DISCREPANCIES. 3.PRIOR TO DEMOLITION, CONTRACTOR SHALL FIELD VERIFY AND LOCATE ALL EXISTING UTILITIES TO REMAIN WITHIN AND ADJACENT TO LIMIT OF WORK. 4.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. 5.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 (I.E. ASPHALT STD. PLAN 110.1, ETC.) 6.PEDESTRIAN CONCRETE: 4" CONCRETE 6" CSBC REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 7.STORM AND SANITARY SEWER, STRUCTURES AND PIPES SHALL BE PER CITY OF RENTON PUBLIC WORKS DEPARTMENT STANDARD PLANS AND SPECIFICATIONS, AND WSDOT STANDARD PLANS AND SPECIFICATIONS. 8.THE RENTON MARKET 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 LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE, AND LESS THAN 3/4 ACRES OF NEW PERVIOUS SURFACE, 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 ¾ 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 REQUIREMENT. ALL AVAILABLE OSM BMP'S WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 8.4.THE PROJECT 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.EXISTING SS CO ELEVATION TO BE FIELD VERIFIED. 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 0.5% MINIMUM SLOPE, THEN EXISTING SS MAY BE USED. 11.TRENCH DRAIN SHALL BE ACO KLASSIKDRAIN OR APPROVED EQUIVALENT. INSTALL TRENCH DRAIN PER MANUFACTURER'S SPECIFICATIONS, TYP. 12.8" STORM DRAIN AND 6" SANITARY SEWER PIPE SHALL BE PVC PLASTIC PIPE ASTM SPEC. D3034 OR APPROVED EQUIVALENT. 13.ALL REGULATORY SIGNAGE AND PAVEMENT STRIPING SHALL CONFORM TO MUTCD SPECIFICATIONS. Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: LAND USE PERMIT 10/17/2024 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 2024-10-15 ••••••••••••••••EXIST AREA DRAIN, TYP ADJUST TO PROP GRADE, RELOCATE AND REPLACE AS NEEDED. GRADE SITE TO SHEET FLOW TO DRAINS AND MAINTAIN EXISTING DRAINAGE BASINS. FLUSH CONCRETE CURB, TYP MATCH EXIST GRADES, TYP 37.47 EX36.62 EX36.32 EX37.32 EX37.54 EX38.58 EX36.95 EX36.89 EXRENTON PIAZZA LIMITS OF WORK, TYP PROP SITE SEATING, TYP REFER TO LS PLANS PROP PEDESTRIAN CONCRETE PAVING, TYP PROP PERMEABLE PAVING, TYP REFER TO LS PLANS EXIST PEDESTRIAN CONCRETE PAVING TO REMAIN, TYP PROP STREET LIGHTING, REFER TO LS PLAN. CONDUIT ROUTING TO BE DETERMINED. WEST STEET LIGHT CONDUIT ROUTING MAY BE FED FROM PIAZZA SITE AND REQUIRE ROW TRENCHING RIGHT OF WAY LINE, TYP RENTON MARKET REFER TO C3.00 FOR RENTON MARKET IMPROVEMENTS PROP LANDSCAPING, REFER TO LS PLAN, TYP SPU PARCEL#000720-0188PARCEL #5696000050 PARCEL #5696000055 EXIST WATER FEATURE, RE-PURPOSED AS A LANDSCAPE PLANTER, REFER TO LS PLANS LEGEND RIGHT-OF-WAY LINE PEDESTRIAN CONCRETE PAVEMENT 4" CONCRETE 6" CSBC EXISTING PEDESTRIAN PAVEMENT PERMEABLE PAVING, REFER TO LS PLANS LANDSCAPING, REFER TO LS PLANS FLUSH CURB AREA DRAIN FLOW DIRECTION SPOT ELEVATIONXX.XX 0 1 inch = 10 feet 5'10'20' 1.REFER TO SHEET C3.00 FOR NOTES. 2.PRELIMINARY SITE PLAN AND UTILITIES ARE SHOWN AT THIS TIME. WE ASSUME THAT ALL CITY INFRASTRUCTURE IS ADEQUATELY SIZED TO SUPPORT THE PROJECT. 3.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 (I.E. ASPHALT STD. PLAN 110.1, ETC.) 4.REFER TO LANDSCAPE FOR CONCRETE SCORING, COLOR, AND FINISHES. 5.THE RENTON PIAZZA PROJECT IS REQUIRED TO MEET STORMWATER REQUIREMENTS PER THE 2022 CITY OF RENTON SURFACE WATER DESIGN MANUAL (RSWDM). 5.1.FLOW CONTROL: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE, AND LESS THAN 3/4 ACRES OF NEW PERVIOUS SURFACE, THEREFORE FLOW CONTROL IS NOT REQUIRED. 5.2.WATER QUALITY: THE PROJECT PROPOSES LESS THAN 5,000 SQUARE FEET OF NEW PLUS REPLACED IMPERVIOUS SURFACE (PGIS), AND LESS THAN ¾ ACRES OF POLLUTANT GENERATION PERVIOUS SURFACE (PGPS), THEREFORE WATER QUALITY IS NOT REQUIRED. 5.3.ON-SITE BMPs: THE PROJECT PROPOSES MORE THAN 2,000-SF OF NEW PLUS IMPERVIOUS SURFACE, THEREFORE ON-SITE STORMWATER MANAGEMENT (OSM) IS REQUIREMENT. ALL AVAILABLE OSM BMP'S WERE EVALUATED AND ARE NOT FEASIBLE FOR THE SITE. 5.4.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. 6.STORM, SEWER, AND WATER INFRASTRUCTURE SHALL BE PER CITY OF RENTON STANDARDS AND WSDOT STANDARD SPECIFICATIONS. 7.IF APPLICABLE, ELECTRICAL SERVICE FOR THE SITE WILL BE PER ELECTRICAL, AND ROUTING IS TO BE DETERMINED. 8.THERE IS AN SPU WATER MAIN EASEMENT ON SITE. PROPOSED WORK IN THIS EASEMENT ARE SURFACE IMPROVEMENTS ONLY. BUILD OVER AGREEMENT IS NOT ANTICIPATED. NOTES: Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: LAND USE PERMIT 10/17/2024 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com C3.01 CIVIL PIAZZA IMPROVEMENT PLAN 2024-10-15 37.741.80%37.70REFER TO ARCH FOR BUILDING VESTIBULE AND ENCLOSURE PEDESTRIAN CONCRETE PAVING, TYP GRADE IN PLANAR FASHION BETWEEN SPOTS PROVIDED, TYP FFE: 37.83 MATCH EXIST GRADE AT EXIST PAVEMENT, TYP 37.73 (EX )37.43 (EX)37.51 (EX)37.75 (EX)37.66 (EX)37.68 (EX)37.80 (EX)37.8737.84INLINE CATCH BASIN. CONNECT TO EXIST SD RIM 37.4 8" IE OUT 35.13 63 LF 4" TRENCH DRAIN (TD) SLOPE BOTTOM OF TD @ 0.5% MIN TOWARDS INLINE CATCH BASIN TD RIM 37.71 IE 36.891.81%37.80 (EX)0.97%0.31% 37 . 9 3 ( E X ) 4 C3.5037.72VARIES 0.9%-1.8%GRADE BREAK, TYP OVERHANG EXTENTS PER ARCH 4" ROOF DRAIN, SLOPE @ 0.5% MIN 37.61VARIES 0.9%-1.8%0.60%1.80%37.8037 . 9 1 AREA DRAIN (AD) WITH SOLID LID REROUTE EXIST 8" SD 8" IE 34.49 ± IN, SE (EX) 8" IE 34.49 ± OUT, W AREA DRAIN WITH SOLID LID CONNECT TO EXIST 8" SD RIM: 37.64 4" IE 34.68± IN (N) 4" IE 34.68± IN (E) 8" IE 34.35± IN (S) 8" IE 34.35± OUT (SW,EX) 60 LF 4" SD 24 LF 8" SD @ 0.4% ± 9 LF 8" SD @ 0.4% ± DOWNSPOUT CONNECTION ROOF DRAIN POC REFER TO ARCH FOR CONTINUATION, TYP CLEANOUT (CO), TYP 4 C3.51 RENTON MARKET 0.75%ADJUST ELEC AS NEEDED, REPLACE IN KIND, TYP 2 LF 8" SD @ 0.5% MIN 0 1 inch = 5 feet 2.5'5'10' C3.10 GRADING ENLARGEMENT 1 - SOUTH VESTIBULE GRADING ENLARGEMENT Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: LAND USE PERMIT 10/17/2024 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NOTES: 1.REFER TO SHEET C3.00 FOR NOTES AND LEGEND. 2024-10-15 BURNETT AVE SDRIVEWAY ALTERNATIVE OPTION, MOUNTABLE CURB ADJUST LIDS TO FINISH GRADE, TYP BC 37. 6 3 ( E X) TC 38. 1 6 ( E X) 37.70 ( E X) 37.68 ( E X) BC 37. 6 6 ( E X) TC 38. 1 6 ( E X) 38.30 ( E X) 38.52 (EX)37.85 37.87 38.38 ( E X) 38.45 (EX)1.80% 1.80% MATCH EXIST GRADES 0.29%0.09%7.41%0.06%6.34%4.75% 4.08%7.78%7.01%1.50%6.5'6.0'2.43% RETRACTABLE BOLLARDS, REFER TO LS PLAN INSTALL RIGHT TURN ONLY SIGN, R3-5R 0 1 inch = 5 feet 2.5'5'10' C3.11 GRADING ENLARGEMENT 1 - ALLEY DRIVEWAY GRADING ENLARGEMENT Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: LAND USE PERMIT 10/17/2024 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com NOTES: 1.REFER TO SHEET C3.00 FOR NOTES AND LEGEND. 2024-10-15 TRENCH DRAIN PER PLAN PAVEMENT PER LANDSCAPING, TYP #4 NOSING BAR, TYP 1 1 6"6"6"EXPANSION JOINT, TYP EQEQ#4 BAR, 12" O.C., TYP EQEQ C3.50 CIVIL IMPROVEMENT DETAILS 1TYPICAL TRENCH AND BACKFILL NTS 28" OR 6" CLEANOUT FOR SANITARY SEWER MAIN NTS 3PIPE BEDDING FOR SANITARY SEWERS NTS 5CEMENT CONCRETE DRIVEWAY ENTRANCE NTS 6CEMENT CONCRETE DRIVEWAY NOTES AND DETAILS NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: LAND USE PERMIT 10/17/2024 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 4TRENCH DRAIN NTS 2024-10-15 4' WHITE PAINTED STRIPE CURB FACE/BACK OF STALL 18.0'9.0' C3.51 CIVIL IMPROVEMENT DETAILS 2CEMENT CONCRETE SIDEWALK NTS 1CEMENT CONCRETE CURBS NTS Call 811 two business days before you dig R Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 233 Burnett Ave S. Renton, WA 98057 Renton Market & Piazza 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 No.:Date:Description: LAND USE PERMIT 10/17/2024 1601 5th Avenue, Suite 1600 Seattle, WA 98101 206.622.5822 www.kpff.com 3 C3.00 STANDARD PARKING STALL NTS HARDSCAPE CLEANOUT HARDSCAPE PER PLAN 45° BEND PLUG OR PIPE EXTENSION PIPE AND SIZE PER PLAN WYE REFER TO CLEANOUT NOTE 3 4" PIPE 4 C3.10 STORM DRAIN CLEANOUT NTS 2024-10-15 30" 30" GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GP GPGPGP GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP GP GP GP&LITE GP UU U U U U UUUU U SP SP T T MW-6 LID 37.00 ELEV 36.69 @ TOP OF PVC SS SS SS SS SS SS SSP PP P P P P P P P W P W W W W W W W P W W APPROXIMATE LOCATION OF ADA PARKING PER 9/23/24 SITE VISIT S 3RD STREETLOGAN AVE SBURNETT AVE SLIMIT OF WORK 569600-0050 000720-0188 PROPERTY LINE ANODE HEADER CABLE AND CONDUIT WITH 5' CLEAR ZONE SPU WATER PIPES WITH 10' CLEAR ZONE 569600-0055 569600-0120569600-0065 MATCH LINE 10' - 0"10' - 0"5' - 0"5' - 0"EXISTING PEDESTRIAN LIGHTS TO REMAIN PROPOSED CATENARY POLES PROPOSED MAST LIGHT POLES EXISTING PEDSTRIAN LIGHTS TO BE REMOVED OUTER EDGE OF REQUIRED OFFSETS, TYP.MAXLW I CENSE D LAN DS C A P E ASH A R CHITECTING TONO F TE TASPE978 O . N 7 10 8/20/26.TTH E W M.PO R T EOUSSheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA ZONING SUMMARY 2233 233 BURNETT AVE S. RENTON, WA 98057 LAND USE PERMIT L0.00 10/17/2024 1" = 20'-0"1 SPU UTILITY COORDINATION DIAGRAM 0 10'20' No.: Date: Description: MAXLW I CENSE D LAN DS C A P E ASH A R CHITECTING TONO F TE TASPE978 O . N 7 10 8/20/26.TTH E W M.PO R T EOUSSheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA TREE RETENTION PLAN 2233 233 BURNETT AVE S. RENTON, WA 98057 LAND USE PERMIT L0.01 10/17/2024 No.: Date: Description: 46,394 6 10 1 1.5 10 2 118.5 30 NOTE:TREE REPLACEMENT IS NOT REQUIRED ON THIS PROJECT SINCE THE PROJECT MEETS THE 30% TREE RETENTION MINIMUM. NA 30" 30" GP GP GP GP GP GP GP GP GP GP GPGPGP GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP GP GP GP&LITE GP U U U U U T T SS SS SS SS SS SSP P P P P P 2 '2 '2'2' APPROXIMATE LOCATION OF ADA PARKING PER 9/23/24 SITE VISIT LOGAN AVE SBURNETT AVE S1 EXISTING TREES TO BE REMOVED, TYP OF (3) PA (645 SF) 2 LIMIT OF WORK DRIVEWAY, SEE CIVIL LIMIT OF WORK PROPERTY LINE MATCH LINE SEWER, SEE CIVIL 2 TRENCH DRAIN, SEE CIVIL. 3 3 REFER TO ARCH DWGS FOR E/W PAVING CUT LINE LOCATION TO ALIGN WITH CANOPY SOUTH CUT LINE OF NEW PAVING TO ALIGN WITH PLANTER EXTENTS EXISTING CIP CONCRETE PAVEMENT TO REMAIN -CLEAN SURFACE, REMOVE AND/OR GRIND SMOOTH ANY ATTACHED ELEMENTS 1 MATERIALS LEGEND -MARKET EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN. PROTECT IN PLACE WITH CITY STANDARD TREE PROTECTION NEW CIP CONCRETE PAVEMENT WITH TYPE 1 FINISH: 2% INTEGRAL COLOR LOADING WITH SEALED MEDIUM TOP-CAST FINISH. COLOR TBD. SCORE PATTERN AS SHOWN 2 NEW PLANTING AREA -REMOVE PAVEMENT & SUBGRADE (ANTICIPATED TOTAL DEPTH 10"), MIX 4" OF THREE WAY SOIL INTO TOP 8" OF REMAINING EXISTING SOIL, TOP WITH 4" OF ADDITIONAL THREE-WAY SOIL & 2" OF PRO MULCH. ASSUME #1 POTS @ 18" O.C. AND #7 POTS AT 48" O.C. PA PREFABRICATED METAL PLANTER, BASIS OF DESIGN:3 (2) @ 2' x 2' x 8' (2) @ 2' x 2' x 10' FILL WITH: 2" DRAIN ROCK AT THE BOTTOM 18" OF 3-WAY SOIL 2" PRO MULCH TOP OF INFILL 2" BELOW TOP OF PLANTER LIP 1. REFER TO CIVIL DRAWINGS FOR ALL EXISTING AND PROPOSED UTILITY LINES, POLES, METERS, VAULTS, AND STRUCTURES LOCATED IN THE R.O.W. 2. REFER TO CIVIL DRAWINGS FOR ALL GRADING INFORMATION IN THE R.O.W. SEE ARCH. DWGS. FOR TOPPING SLAB AND TOP OF PAVER FINISHED GRADES. 3. REFER TO LAYOUT PLANS FOR ALL SCORING AND JOINTING OF PAVEMENT AREAS ON SITE (FORTHCOMING). 4. REFER TO L5.01 FOR SITE DETAILS. 5. ALL SITE FURNISHINGS INCLUDING BUT NOT LIMITED TO TABLES, CHAIRS, AND TRASH RECEPTACLES ARE TO BE OWNER FURNISHED AND CONTRACTOR INSTALLED (OFCI), TYP. FINAL LOCATIONS AND QUANTITIES TO BE DETERMINED. 6. REPORT ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION/INSTALLATION. MATERIALS NOTES 1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION. 2. REFER TO SHEET L3.04 FOR PLANTING DETAILS. 3. ALL PLANTED AREAS TO RECEIVE PERMANENT IRRIGATION. REFER TO IRRIGATION NOTES THIS SHEET. 4. REPORT ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION/INSTALLATION. PLANTING NOTES MAXLW I CENSE D LAN DS C A P E ASH A R CHITECTING TONO F TE TASPE978 O . N 7 10 8/20/26.TTH E W M.PO R T EOUSSheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA MATERIALS PLAN - MARKET 2233 233 BURNETT AVE S. RENTON, WA 98057 LAND USE PERMIT L1.01 10/17/2024 1" = 10'-0"1 MATERIALS PLAN - MARKET 0 5'10' No.: Date: Description: GP GP U U U UUUU U SP SP SS SS P P 3 ' BARKBARKBARK BARK BARKBARK/D IRT W W W W W W S 3RD STREETLOGAN AVE SBURNETT AVE SLIMIT OF WORK 2L PA43 6 6 6 6 77 88 77 77 MATCH LINE PROPERTY LINE (756 SF) (1000 SF) (1669 SF) (1564 SF)(668 SF) (870 SF) (675 SF) (625 SF) (194 SF) (1021 SF) OVERHEAD SHADE PANELS TYP8' - 0"TYP 6' - 0" TYP 5 MATERIALS LEGEND -PIAZZA EXISTING CIP CONCRETE PAVEMENT TO REMAIN -CLEAN SURFACE, REMOVE AND/OR GRIND SMOOTH ANY ATTACHED ELEMENTS 1 EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN. PROTECT IN PLACE WITH CITY STANDARD TREE PROTECTION NEW CIP CONCRETE PAVEMENT WITH TYPE 1 FINISH: 2% INTEGRAL COLOR LOADING WITH SEALED MEDIUM TOP-CAST FINISH. COLOR TBD. SCORE PATTERN AS SHOWN 2 POROUS FLEXIBLE SURFACE3 WOOD SEATING STRUCTURE. BASIS OF DESIGN: 20' Ø COLUMBIA CASCADE "ROUND PLATFORM SEAT" 4 WOOD TOPPED SEATING PLATFORMS IN THREE SIZES: SMALL (48" Ø), MEDIUM (60" Ø), AND LARGE (72" Ø). BASIS OF DESIGN COLUMBIA CASCADE ROUND PLATFORM SEATS 5 NEW PLANTING AREA -REMOVE PAVEMENT & SUBGRADE (ANTICIPATED TOTAL DEPTH 10"), MIX 4" OF THREE WAY SOIL INTO TOP 8" OF REMAINING EXISTING SOIL, TOP WITH 4" OF ADDITIONAL THREE-WAY SOIL & 2" OF PRO MULCH. ASSUME #1 POTS @ 18" O.C. AND #7 POTS AT 48" O.C. PA SODDED LAWNL MAST LIGHTS. PROVIDE WIFI REPEATER, SECURITY CAMERA, AND TAMPER-PROOF ELECTRICAL OUTET. INSTALL 2" CONDUIT TO LIGHTS 6 CATENARY LIGHT SYSTEM WITH INTEGRATED SHADE CANOPY SYSTEM.7 PERVIOUS PAVERS8 1. REFER TO CIVIL DRAWINGS FOR ALL EXISTING AND PROPOSED UTILITY LINES, POLES, METERS, VAULTS, AND STRUCTURES LOCATED IN THE R.O.W. 2. REFER TO CIVIL DRAWINGS FOR ALL GRADING INFORMATION IN THE R.O.W. SEE ARCH. DWGS. FOR TOPPING SLAB AND TOP OF PAVER FINISHED GRADES. 3. REFER TO LAYOUT PLANS FOR ALL SCORING AND JOINTING OF PAVEMENT AREAS ON SITE (FORTHCOMING). 4. REFER TO L5.01 FOR SITE DETAILS. 5. ALL SITE FURNISHINGS INCLUDING BUT NOT LIMITED TO TABLES, CHAIRS, AND TRASH RECEPTACLES ARE TO BE OWNER FURNISHED AND CONTRACTOR INSTALLED (OFCI), TYP. FINAL LOCATIONS AND QUANTITIES TO BE DETERMINED. 6. REPORT ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION/INSTALLATION. MATERIALS NOTES MAXLW I CENSE D LAN DS C A P E ASH A R CHITECTING TONO F TE TASPE978 O . N 7 10 8/20/26.TTH E W M.PO R T EOUSSheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA MATERIALS PLAN - PIAZZA 2233 233 BURNETT AVE S. RENTON, WA 98057 LAND USE PERMIT L1.02 10/17/2024 1" = 10'-0"1 MATERIALS PLAN - PIAZZA 0 5'10' No.: Date: Description: 30" 30" GP GP GP GP GP GP GP GP GP GP GPGPGP GPGPGPGPGPGPGPGPGPGPGPGPGPGPGP GP GP GP&LITE GP U U U U U T T SS SS SS SS SS SSP P P P P P 2 '2 '2'2 ' APPROXIMATE LOCATION OF ADA PARKING PER 9/23/24 SITE VISIT LOGAN AVE SBURNETT AVE SLIMIT OF WORK PROPERTY LINE MATCH LINE IRRIGATION NOTES 1. THE IRRIGATION IMPROVEMENTS FOR THIS PROJECT REQUIRE RENOVATION TO AN EXISTING IRRIGATION SYSTEM. CONFIRM LOCATION AND OPERATIONAL STATUS OF EXISTING IRRIGATION SYSTEM POINT OF CONNECTION ASSEMBLY EQUIPMENT, CONTROLLER, MAINLINE ROUTING, ZONE LAYOUT, AND SPRINKLER OR DRIPLINE TYPES. SUBMIT FOR REVIEW AND APPROVAL SYSTEM AS-BUILTS OR SUMMARY DIAGRAM OR PLAN OF THE EXISTING SYSTEM TO ILLUSTRATE THE ABOVE CONDITIONS. THIS INVENTORY AND SUBMITTAL WILL BE THE BASIS OF DETERMINING THE EXTENT OF TESTING FOR THE RENOVATION WORK, AS SEPARATE FROM NON-RENOVATED IRRIGATION ZONES AND MAINLINE BRANCHES. 2. SELECTIVE DEMOLITION AND PROTECTION IS REQUIRED TO PREPARE THE EXISTING SYSTEM FOR RENOVATION AND TO ACCOMMODATE THE WORK OF OTHER TRADES. PREPARATION ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO: CUTTING AND CAPPING OF PIPES; CUTTING, LABELING AND SPLICING OF IRRIGATION CONTROL WIRES; AND PROTECTION OF PLANTING AREAS WHERE IRRIGATION PIPES AND FIXTURES WILL REMAIN IN PLACE DURING CONSTRUCTION. 3. LOCATE THE SUPPLY-END OF EACH IRRIGATION MAINLINE OR LATERAL AT EACH RENOVATED PLANTING AREA. CUT PIPES SUCH THAT NEW CONNECTIONS CAN BE INSTALLED TO EXTEND NEW IRRIGATION IN EACH PLANTING AREA. 4. PROVIDE SUB-SURFACE DRIP IRRIGATION AT ALL NEW PLANTING, ON-GRADEAND ON-STRUCTURE, AS COMPLETE ZONES THAT ACCOUNT FOR PLANT TYPE, EXPOSURE AND OTHER MICRO-CLIMATIC CONDITIONS. WHERE NEW PLANTING AREAS ARE CONTINUOUS WITH EXISTING NON-RENOVATED SPRINKLER ZONES, EXTEND SPRINKLER IRRIGATION TO NEW PLANTING AREAS W ITHIN THAT ZONE. MATCH EXISTING SPRINKLER MAKE, MODEL, AND PRECIPITATION RATE WHEN EXTENDING SPRINKLER ZONES. 5. DRIPLINE SHALL INCLUDE EMITTERS AT 12-INCH SPACING, 0.6 GPH FLOW RATES AND BE RATED FOR SUBSURFACE INSTALLATION. INSTALL DRIPLINE 2 INCHES BELOW FINISH GRADE. 6. IN NEW DRIPLINE ZONES, INCLUDE EXTRA DRIPLINE LOOPS AT NEW TREES FOR ESTABLISHMENT. ORGANIZE THESE LOOPS SO THAT THEY CAN BE DISCONNECTED AFTER 2 YEARS. 7. IRRIGATION PIPE SHALL BE SCHEDULE 40 PVC. SIZE NEW PIPE TO LIMIT FLOWS BELOW 5 FEET PER SECOND. 8. TESTING OF THE RENOVATED IRRIGATION ZONES SHALL INCLUDE PRESSURE AND COVERAGE TESTS, IN ACCORDANCE WITH INDUSTRY STANDARDS. 9. REUSE OF EXISTING VALVES AND SPRINKLERS IS ACCEPTABLE PROVIDED THEY ARE IN GOOD WORKING CONDITION. 1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION. 2. REFER TO SHEET L3.04 FOR PLANTING DETAILS. 3. ALL PLANTED AREAS TO RECEIVE PERMANENT IRRIGATION. REFER TO IRRIGATION NOTES THIS SHEET. 4. REPORT ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION/INSTALLATION. PLANTING NOTES MARKET PLANTING LEGEND PLANTING PALETTE -BLIZZARD MOCKORANGE, CORNUS SERICEA 'FARROW', CAREX DIVULSA, POLYSTICHUM MUNITUM, VANCOUVER JADE KINNIKINNIK AND ACHILLEA TOMENTOSA PLANTING PALETTE -AKEBIA QUINATA VINES WITH CAREX DIVULSA AND ACHILLEA TOMENTOSA ACER RUBRUM MAXLW I CENSE D LAN DS C A P E ASH A R CHITECTING TONO F TE TASPE978 O . N 7 10 8/20/26.TTH E W M.PO R T EOUSSheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA PLANTING PLAN - MARKET 2233 233 BURNETT AVE S. RENTON, WA 98057 LAND USE PERMIT L3.01 10/17/2024 1" = 10'-0"1 PLANTING PLAN - MARKET 0 5'10' No.: Date: Description: GP GP U U U UUUU U SP SP SS SS P P W W W W W W S 3RD STREETLOGAN AVE SBURNETT AVE SLIMIT OF WORKLIMIT OF WORK MATCH LINE PROPERTY LINE IRRIGATION NOTES 1. THE IRRIGATION IMPROVEMENTS FOR THIS PROJECT REQUIRE RENOVATION TO AN EXISTING IRRIGATION SYSTEM. CONFIRM LOCATION AND OPERATIONAL STATUS OF EXISTING IRRIGATION SYSTEM POINT OF CONNECTION ASSEMBLY EQUIPMENT, CONTROLLER, MAINLINE ROUTING, ZONE LAYOUT, AND SPRINKLER OR DRIPLINE TYPES. SUBMIT FOR REVIEW AND APPROVAL SYSTEM AS-BUILTS OR SUMMARY DIAGRAM OR PLAN OF THE EXISTING SYSTEM TO ILLUSTRATE THE ABOVE CONDITIONS. THIS INVENTORY AND SUBMITTAL WILL BE THE BASIS OF DETERMINING THE EXTENT OF TESTING FOR THE RENOVATION WORK, AS SEPARATE FROM NON-RENOVATED IRRIGATION ZONES AND MAINLINE BRANCHES. 2. SELECTIVE DEMOLITION AND PROTECTION IS REQUIRED TO PREPARE THE EXISTING SYSTEM FOR RENOVATION AND TO ACCOMMODATE THE WORK OF OTHER TRADES. PREPARATION ACTIVITIES INCLUDE, BUT ARE NOT LIMITED TO: CUTTING AND CAPPING OF PIPES; CUTTING, LABELING AND SPLICING OF IRRIGATION CONTROL WIRES; AND PROTECTION OF PLANTING AREAS WHERE IRRIGATION PIPES AND FIXTURES WILL REMAIN IN PLACE DURING CONSTRUCTION. 3. LOCATE THE SUPPLY-END OF EACH IRRIGATION MAINLINE OR LATERAL AT EACH RENOVATED PLANTING AREA. CUT PIPES SUCH THAT NEW CONNECTIONS CAN BE INSTALLED TO EXTEND NEW IRRIGATION IN EACH PLANTING AREA. 4. PROVIDE SUB-SURFACE DRIP IRRIGATION AT ALL NEW PLANTING, ON-GRADEAND ON-STRUCTURE, AS COMPLETE ZONES THAT ACCOUNT FOR PLANT TYPE, EXPOSURE AND OTHER MICRO-CLIMATIC CONDITIONS. WHERE NEW PLANTING AREAS ARE CONTINUOUS WITH EXISTING NON-RENOVATED SPRINKLER ZONES, EXTEND SPRINKLER IRRIGATION TO NEW PLANTING AREAS W ITHIN THAT ZONE. MATCH EXISTING SPRINKLER MAKE, MODEL, AND PRECIPITATION RATE WHEN EXTENDING SPRINKLER ZONES. 5. DRIPLINE SHALL INCLUDE EMITTERS AT 12-INCH SPACING, 0.6 GPH FLOW RATES AND BE RATED FOR SUBSURFACE INSTALLATION. INSTALL DRIPLINE 2 INCHES BELOW FINISH GRADE. 6. IN NEW DRIPLINE ZONES, INCLUDE EXTRA DRIPLINE LOOPS AT NEW TREES FOR ESTABLISHMENT. ORGANIZE THESE LOOPS SO THAT THEY CAN BE DISCONNECTED AFTER 2 YEARS. 7. IRRIGATION PIPE SHALL BE SCHEDULE 40 PVC. SIZE NEW PIPE TO LIMIT FLOWS BELOW 5 FEET PER SECOND. 8. TESTING OF THE RENOVATED IRRIGATION ZONES SHALL INCLUDE PRESSURE AND COVERAGE TESTS, IN ACCORDANCE WITH INDUSTRY STANDARDS. 9. REUSE OF EXISTING VALVES AND SPRINKLERS IS ACCEPTABLE PROVIDED THEY ARE IN GOOD WORKING CONDITION. 1. REFER TO CIVIL DRAWINGS FOR UTILITY INFORMATION. 2. REFER TO SHEET L3.04 FOR PLANTING DETAILS. 3. ALL PLANTED AREAS TO RECEIVE PERMANENT IRRIGATION. REFER TO IRRIGATION NOTES THIS SHEET. 4. REPORT ANY DISCREPANCIES BETWEEN THESE DRAWINGS AND ACTUAL FIELD CONDITIONS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION/INSTALLATION. PLANTING NOTES EXISTING TREE TO REMAIN -PROVIDE TREE PROTECTION FOR DURATION OF CONSTRUCTION EXISTING TREE TO BE REMOVED -REMOVE TREE & WHERE NEW PAVING OVERLAPS STUMP GRIND ROOTBALL GROUNDCOVER PALETTE WILL CONSIST OF ALL NATIVE OR ADAPTIVE SPECIES, THE MAJORITY OF WHICH WILL BE DROUGHT TOLERANT. PLANTS WILL BE SELECTED FOR HABITAT VALUE, SEASONAL COLOR, AND EASE OF MAINTENANCE, WHILE STAYING LOWER THAN 30" AT MATURITY. PLANTING PALETTE -BLIZZARD MOCKORANGE, CORNUS SERICEA 'FARROW', CAREX DIVULSA, POLYSTICHUM MUNITUM, VANCOUVER JADE KINNIKINNIK AND ACHILLEA TOMENTOSA LAWN AREA ULMUS WILSONIA 'PROSPECTOR' ACER RUBRUM 'BOWHALL' AMELANCHIER ALNIFOLIA PIAZZA PLANTING LEGEND SHADEMASTER GLEDITSIA MAXLW I CENSE D LAN DS C A P E ASH A R CHITECTING TONO F TE TASPE978 O . N 7 10 8/20/26.TTH E W M.PO R T EOUSSheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA PLANTING PLAN - PIAZZA 2233 233 BURNETT AVE S. RENTON, WA 98057 LAND USE PERMIT L3.02 10/17/2024 1" = 10'-0"1 PLANTING PLAN - PIAZZA 0 5'10' No.: Date: Description: STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 STEP 6 LEVEL WITH TOP OF ADJACENT CURB OR PAVING 3" COMPOS T UNDISTURBED EXISTING SOIL OR EXISTING SOIL COMPACTED TO 85% MAX DRY DENSITY SCARIFY COMPOST TO 6" DEPTH FINISH GRADE PRIOR TO PLACING MULCH INSTALL TREE, SHRUB OR GROUNDCOVER FINISH GRADE PRIOR TO PLACING MULCH INSTALL TOP OF MULCH FLUSH W/ TOP OF ADJACENT CURB OR PAVING PLANTING SOIL, PLACED IN 6" LIFTS NOTES: 1. ALL DIMENSIONS INDICATE COMPACTED DEPTHS. COMPOST, PLANTING SOIL AND MULCH SHALL BE COMPACTED TO 85% MAX DRY DENSITY 2. COORDINATE SOIL PREPARATION WITH UTILITY LOCATIONS TO AVOID ANY CONFLICT. PROTECT EXISTING UTILITIES AS NEEDED STEP 1: EXCAVATE EXISTING SOIL TO DEPTH REQUIRED BELOW ADJACENT CURB OR PAVING. AVOID UNDERMINING ADJACENT CURD OR PAVING BASE COURSE MATERIAL. PROVIDE PERCOLATION TEST PER SPECS, PRIOR TO PROCEEDING TO STEP 2. STEP 2: INSTALL COMPOST STEP 3: SCARIFY COMPOST AND EXISTING SOIL; THOROUGHLY MIX TO A HOMOGENOUS BLEND. LANDSCAPE ARCH. SHALL REVIEW + APPROVE SCARIFICATION PRIOR TO PROCEEDING TO STEP 4. STEP 4: INSTALL PLANTING SOIL + REVIEW FINISH GRADE WITH LANDSCAPE ARCH. PRIOR TO PLANTING. ADDITIONAL DEPTH OF PLANTING SOIL MAY BE REQUIRED TO PROVIDE MOUNDING OR CROSS SLOPE WHERE SHOWN ON DWGS. STEP 5: INSTALL PLANTS, MATERIALS + IRRIGATION SYSTEM PER DETAILS. STEP 6: INSTALL MULCH; 2" DEPTH. 2 "VARIESSEE L3.05 6 " CONFIRM ELEVATION REFER TO SOILDEPTH PLAN L3.05NTS NOTES: 1. AT TREES, ENSURE COMPOSITE SOIL INSTALLED TO 6" BELOW DEPTH OF ROOTBALL AND FOR FULL WIDTH OF PIT (2X ROOTBALL Ø) 2. ALL COMPACTED SOIL MUST BE TILLED AT LEAST 6". THIS INCLUDES SOIL THAT HAS EXPERIENCED VEHICULAR LOADING AFTER SOIL HAS BEEN INSTALLED. FINISH GRADE MULCH, SEE SPEC SECTION 329113 TWO-WAY SOIL MIX, SEE SPEC SECTION 329113 BLEND 6" OF SOIL MIX WITH MINIMUM 6" EXISTING NATIVE SOIL, SEE SPEC SECTION 329113 EXISTING SUBGRADE6"2"MIN.1' - 0"OVEREXCAVATION, MIN. DEPTH, 14" FROM FINISH GRADE GROUNDCOVER PLANTED IN GRID, TYP. SEE PLANTING PLANS AND PLANT SCHEDULE FOR SPECIES AND SPACING DECIDUOUS/EVERGREEN SHRUB PLANTED, TYP. SEE PLANTING PLANS AND PLANT SCHEDULE FOR SPECIES AND SPACING EDGE OF UNDERPLANTED AREA 2 X .5 X2 X, TYP.1 X, TYP.1 X, TYP. MOUND CENTER OF PLANTING PIT TO A 6" PEDESTAL FOR DRAINAGE, COMPACT TO SUBGRADE DENSITY CONTAINER PLANTS: SCORE ROOT BALL IN 3 PLACES TO 1/2" DEPTH IF ROOTBOUND IMPORT TOPSOIL PER SPEC SECTION PROVIDE WATER SAUCER 2" HIGH AT ON-GRADE CONDITIONS MULCH PER SPECS, HOLD BACK 2" CLEAR FROM STEM CONTROLLED RELEASE FERTILIZER GRANULES. PLACE PRIOR TO MULCH APPLICATION INSTALL 1" ABOVE CONTAINER DEPTH PRUNE TO REMOVE ONLY DEAD OR DAMAGED BRANCHES NOTE: REMOVE UNTREATED BURLAP FROM TOP 1/3 OF ROOTBALL. REMOVE TREATED BURLAP OR WIRE BASKETS COMPLETELY FINISH GRADE OF MULCH ALL SIDES, TYP. 6" MIN. ROOT BALL DIA. 2 TIMES DIA. MIN, WHEN PLANTED IN EXISTING UNDISTURBED SOIL 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 SPEC SECTION BASE PLANTING AREA DRIFT PLANTING EXTENTS DRIFT SPECIES PLANTED AT SPECIFIED SPACING, BETWEEND BASE SPECIES PLANTS PER PLAN 1x SPACING MAINTAIN SPACING OF BASE PLANTING IN DRIFT AREA MAINTAIN SPACING OF BASE PLANTING IN DRIFT AREAPER PLAN1X SPACI NGPER PLAN1X SPACINGMAXLW I CENSE D LAN DS C A P E ASH A R CHITECTING TONO F TE TASPE978 O . N 7 10 8/20/26.TTH E W M.PO R T EOUSSheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA PLANTING DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 LAND USE PERMIT L3.04 10/17/2024 1/8" = 1'-0"1 SOIL PLACEMENT DIAGRAM - KTG 3/4" = 1'-0"2 SOIL PREPARATION - PLANTED AREAS ON GRADE 3/4" = 1'-0"3 TYPICAL SHRUB UNDERPLANTING 3/4" = 1'-0"4 SHRUB PLANTING 3/4" = 1'-0"5 GROUNDCOVER PLANTING 1/2" = 1'-0"6 DRIFT PLANTING DIAGRAM 3" = 1'-0"7 TREE PROTECTION ZONE AND SIGNAGE No.: Date: Description: 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 1/2" EXPANSION JOINT (NO TOOL MARKS). HOLD EXPANSION JOINT FILL MATERIAL 1/4" BELOW FINISH GRADE NOTES: 1. SEE LAYOUT PLANS FOR SIDEWALK JOINTING. 2. PROVIDE EXPANSION JOINTS AT EDGE OF PAVING, AND OTHER VERTICAL ELEMENTS. FLUSH SCORE JOINT EXPANSION JOINT NOTE: TYPICAL OF (5) LOCATIONS WITH (5) HEADS APIECE, INCLUDING GOBO FIXTURES TO PROVIDE GROUND PLANE ENHANCEMENT NOTE: TYPICAL OF (8) FIXTURES SUSPENDED OVER LOGAN MAXLW I CENSE D LAN DS C A P E ASH A R CHITECTING TONO F TE TASPE978 O . N 7 10 8/20/26.TTH E W M.PO R T EOUSSheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 RENTON MARKET & PIAZZA MATERIALS DETAILS 2233 233 BURNETT AVE S. RENTON, WA 98057 LAND USE PERMIT L5.01 10/17/2024 3/4" = 1'-0"1 CIP CONCRETE, TOOLED SCORING AND EXPANSION JOINT 3" = 1'-0"2 PEDESTRIAN LUMINAIRE POLE DETAILS -SIM 3" = 1'-0"3 MAST POLE LIGHTS - SELUX OLIVIO 3" = 1'-0"4 CATENARY LIGHTS No.: Date: Description: N.T.S. N.T.S. N.T.S. ENTRY ENTRY 186'-9" A3.0 8 A3.0 6 A3.0 7 A3.0 5 ENTRY (E) RIGHT-OF-WAY / EASEMENT INTERSECTION (E) BOLLARD +/- 20'-6" CLEAR TO FO 160'-6" DISTANCE FROM PROPERTY LINE TO TRASH ENCLOSURE BURNETT AVE SLOGAN AVE SS 3RD STREET FROM STRUCTURE+/- 34'-6" DISTANCEPAINT (E) BOLLARDS, TYP NEW BOLLARDS; REF CIVIL DRAWINGS ENTRY PLANTINGS TO BE REPLACED; REF LANDSCAPE DRAWINGS NEW VESITIBULE AT MARKET ENTRY NEW PARKING STRIPING, REF CIVIL DRAWINGS TEMPORARY TRASH ENCLOSURE PROPERTY LINE+/- 50'-0" DISTANCE FROMPROPERTY LINE +/- 31'-6" DISTANCE FROM PROPERTY LINE +/- 14'-0" FROM PARCEL 569600-0065 PARCEL 569600-0120 PARCEL 569600-0055 PROPERTY LINE PROPERTY LINES OF INTERIOR PARCELSPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINEPROPERTY LINE REF SURVEY FOR PROPERTY LINE BEARINGS7'-3"PROPERTY LINE+/- 96'-0" DISTANCE FROMEXTENT OF OUTDOOR SEATING AREAS FOR FUTURE TI WORK EXTENT OF OUTDOOR SEATING AREAS FOR FUTURE TI WORK 70'-6"EO (E) ROOF OVERHANG, TYP (E) TRANSIT BUILDING AND COFFEE STAND; NO WORK REMOVE (E) TREE, TYP WHERE DASHED; REF LANDSCAPE / ARBORIST DRAWINGS EO NEW CANOPY AT MARKET ENTRY ABV UNMARKED LOADING ZONE, (NOT REQ'D PER RMC 4-4-080-J.1) CORTEN PLANTERS ALONG TRASH ENCLOSURE, TYP BOTH SIDES; REF LANDSCAPE PLANS FOR PLANTINGS BIKE LOCKERS TO REMAIN 20'-8"EO NEW PAVING, SAW CUT TO ALIGN W/ CONC PAD JOINTS AT DEMO'D BOLLARDS AT BLDG; REF L.ARCH SHEETS FOR PAVING(E) RAMPREF CIVIL FOR UTILITY SCOPE PARCEL 569600-0070 TEMPORARY TRASH ENCLOSURE EXTENDS ONTO CITY'S PARCEL 569600-0070 BY ~2'-6" +/- 71'-6" FROM PROPERTY LINE 62'-0" 20'-8" REF CIVIL FOR CURB CUT AND AFFECTED UTILITIES34'-0" (E) CURB CUTREF CIVIL PLAS FOR LOCATION OF WHEEL STOPS, TYP (E) ADA PARKING TO REMAIN; RE-STRIPE STALL 60'-0" ROW 60'-0" ROW 60'-0" ROW21'-0"18'-0"2'-6"PARCEL 000720-0188 PARCEL 569600-0050 PROPERTY LINE PROPERTY LINEPROPERTY LINESCOPE OF WORK FOR MARKET PROJECT REF L1.02 FOR PIAZZA SCOPE MARKET BUILDING PIAZZA SITE PLAN NOTES 1. SITE INFORMATION CONTAINED HEREIN, INCLUDING BUT NOT LIMITED TO, DIMENSIONS AND LOCATIONS OF EXISTING UTILITIES, IS BASED ON THE SURVEY AND IS PROVIDED FOR INFORMATIONAL PURPOSES ONLY. THE ARCHITECT TAKES NO RESPONSIBILITY FOR ITS ACCURACY. 2. VERIFY LOCATION OF ALL EXISTING UTILITIES. DO NOT DAMAGE OR DISTURB EXISTING UTILITIES. 3. SEE LANDSCAPE PLANS FOR REVISED LANDSCAPING AND SQUARE FOOTAGE OF ALL LANDSCAPING. 4. SEE CIVIL PLAN FOR REVISED PARKING STRIPING, CURB CUT, AND AFFECTED UTILITIES. 5. BURY ALL UTILITY LINES UNLESS NOTED OTHERWISE. SITE PLAN LEGEND EXISTING (E) CONSTRUCTION TO REMAIN NEW (N) CONSTRUCTION LIMITS OF WORK NOT IN SCOPE SITE BURNETT AVE SWILLIAMS AVE SLOGAN AVE SMORRIS AVE SS 3RD ST S 2ND ST SMITHERS AVE SBURNETT AVE SH O U S E R W A Y S S 4TH STWHITWORTH AVE SWELLS AVE SMAIN AVE SWHITWORTH AVE SS 4TH ST NEIGHBORHOOD MAP LEGEND R14 -RESIDENTIAL 14 DU/AC CD -CENTER DOWNTOWN ZONING SUMMARY PROJECT LOCATION: 233 BURNETT AVE. S. RENTON, WA 98057 OWNER: CITY OF RENTON CODE AUTHORITY: CITY OF RENTON DEPARTMENT OF COMMUNITY AND ECONOMIC DEVELOPMENT PARCELS & LOT AREAS: 569600-0065 - 5,000 SF 569600-0120 - 6,506 SF 569600-0055 - 29,361 SF (NO CHANGE IN LOT COVERAGE) 000720-0188 - 14,512 SF 569600-0050 - 2,521 SF LEGAL DESCRIPTIONS: 1) MARKET: PARCEL 569600-0065: MOTOR LINE ADD TO RENTON PARCEL 569600-0120: MOTOR LINE ADD TO RENTON LESS ST PARCEL 569600-0055: LOTS 2, 3, 16,17, AND 18, BLOCK 2, MOTOR LINE ADDITION TO RENTON, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 50, RECORDS OF KING COUNTY, WASHINGTON. EXCEPT THE EAST 6 FEET OF LOTS 16, 17, AND 18 CONVEYED TO THE CITY OF RENTON UNDER KING COUNTY RECORDING NUMBER 910200 FOR STREET PURPOSES. ALL SITUATE IN SECTION 18, TOWNSHIP 23 NORTH, RANGE 5 EAST, W.M., IN THE CITY OF RENTON, KING COUNTY, WASHINGTON. 2) PIAZZA: PARCEL 569600-0055: SEE ABOVE PARCEL 000720-0188 (AKA SPU “RIGHT OF WAY”): TOBIN H H DC # 37 POR OF CEDAR RIVER PIPE LN R/W RNG FR W LN OF DC IN SW 1/4 OF NE 1/4 OF SEC 18-23-05 TO ELY MGN BURNETT AVE S AS NOW ESTABLISHED IN NE 1/4 OF SE 1/4 OF SD SEC LESS POR FOR LEASES TO FRANK A COLEMAN (TAX LOT 0200)- SAFEWAY STORES INC (TAX LOT 0201) -MAGNUSON COURTS APT INC (TAX LOT 0202) LILLY BACKMAN (TAX LOT 0203) HERMAN J COVEY (TAX LOT 0204) DAN DAVIS CORP (TAX LOT 0205) IRWIN J FEY (TAX LOT 0206) WILLIAMS & SWANSON (TAX LOT 0207) THE BODCAW CO (TAX LOT 0208) PARCEL 569600-0050: MOTOR LINE ADD TO RENTON ZONING: CD - CENTER DOWNTOWN IN URBAN GROWTH AREA PARKING REQUIREMENTS: NO PARKING REQUIRED IN CD ZONE, HOWEVER 9 STALLS PROVIDED IN ADJACENT NORTH PARKING LOT; REF CIVIL PLANS COMPREHENSIVE LAND USE: CMU - COMMERCIAL MIXED USE PRESENT USE (KING COUNTY): RETAIL (LINE/STRIP) BUILDING NET SF PER KING COUNTY: 11,783 SF BUILDING SF PER CITY: 14,770 SF PERCENT LOT COVERAGE: NO CHANGE YEAR BUILT: CA. 1948 YARD SETBACKS: FRONT: 15' MAX. FOR BUILDINGS 25' IN HEIGHT OR LESS; NO MAX. SETBACK WHERE HEIGHT IS GREATER THAN 25'. SIDE: NONE REAR: NONE. HEIGHT: ALLOWED: 60' PROPOSED: 26'-6" (NO CHANGE) LANDSCAPE SUMMARY TOTAL PLANTING AREA: 711 SF PARKING LOT ONLY: 66 SF Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated SITE PLAN 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza LAND USE PERMIT A1.00 10/17/2024 SCALE: 1/16" = 1'-0"2 ARCHITECTURAL SITE PLAN N 1 NEIGHBORHOOD MAP 8' 16' 32'0"100' 200' 400'0' N SCALE: 1" = 200'-0" No.: Date: Description: UP UP 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F A3.0 2 A3.0 4 A3.0 3 A3.0 1 104 (E) SPRINKLER /BOILER 103 ANCHOR TENANT 1 BOH 105 (E) STAIR 106 (E) MEN 107 (E) LOBBY 108 (E) WOMEN 109 (E) JAN. 110 (E) STAIR 112 BOH CORRIDOR 113 (E) CHILLER EQUIPMENT ROOM 111 ELECTRICAL ROOM 102 ANCHOR TENANT 1 115 KITCHEN CLASSROOM 101 MARKET 117 FAMILY RESTROOM 114 ANCHOR TENANT 2 100 VESTIBULE 118 OFFICE 120 IT ROOM 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4"13'-6"10'-11"20'-8"11'-5"13'-6"EXTERIOR SEATING AREA FOR FUTURE TI (NIC) 116 CORRIDOR (E) 7° RAMP119 SCULLERY 13'-1"13'-1" NO WORKNO WORK NO WORK 7'-1 1/2"6'-3 1/4"7 1/4"14'-0"EXTERIOR SEATING AREA FOR FUTURE TI (NIC) EO (E) RAISED PATIO (E) RAMP AND HANDRAILS TO REMAIN EO PAVING, REF 1/A1.00 FOR ALIGNMENT, REF LANDSCAPE PLANS FOR PAVING A4.0 1 EO CANOPY AT MARKET ENTRY ABVCLCLCL CL CL CL CL CL CL COLUMNS AT BUILDING CENTERED ON (E) PILASTERS, TYP LINE OF MARKET STALLS, TYP FLOOR PLAN LEGEND EXISTING (E) CONSTRUCTION TO REMAIN NEW (N) CONSTRUCTION NO WORK / NOT IN CONTRACT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated LEVEL 01 FLOOR PLAN - LAND USE 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza LAND USE PERMIT A2.0 10/17/2024 SCALE: 1/8" = 1'-0" 1 FLOOR PLAN OVERALL - LEVEL 1 N PROJECT NORTH No.: Date: Description: DN DN 1 2 3 4 5 6 7 8 9 10 11 12 A B C D E F A3.0 2 A3.0 4 A3.0 3 A3.0 1 201 (E) MECH MEZZANINE 203 (E) EXTERIOR MECH MEZZANINE 202 (E) MECH MEZZANINE O P E N T O B E L O W 14'-4"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"20'-0"15'-4"13'-6"10'-11"20'-8"11'-5"13'-6"(E) STAIR(E) STAIR (E) DECKING AT STOREFRONT OPEN TO BELOW T.O. CLASSROOM KITCHEN APPROX. LOCATION OF MARKET SIGN A4.0 1 E.O. CANOPY SKYLIGHT 42'-11"5'-0"20'-7"62'-0" MARKET STALLS BELOW OPEN TO BELOW WOOD WRAPS (E) SOFFIT AT TENANT ENTRY WOOD WRAPS (E) SOFFIT AT TENANT ENTRY OPEN TO BELOW FLOOR PLAN LEGEND EXISTING (E) CONSTRUCTION TO REMAIN NEW (N) CONSTRUCTION NO WORK / NOT IN CONTRACT Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated MEZZANINE LEVEL FLOOR PLAN - LAND USE 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza LAND USE PERMIT A2.1 10/17/2024 SCALE: 1/8" = 1'-0" 1 FLOOR PLAN - MEZZANINE N PROJECT NORTH No.: Date: Description: 37'-10 3/4" (E) LEVEL 01 ABCDEF 35'-2 3/4" T.O. (E) FTG (VIF) 64'-4 3/4" (E) T.O. ROOF (VIF) 47'-2 3/4" (E) B.O. STL CHANNEL4'-0"17'-2" +/-9'-4"2'-8"26'-6" +/-EQUIPMENT PAINTED TO MATCH EXISTING STANDING SEAM METAL ROOFING, REF RMC 4-4-095.E.2 203 (E) EXTERIOR MECH MEZZANINE 119 SCULLERY 111 ELECTRICAL ROOM 116 CORRIDOR 115 KITCHEN CLASSROOM KITCHEN HOOD BUILDING SECTIONS LEGEND EXISTING (E) CONSTRUCTION TO REMAIN NEW (N) CONSTRUCTION Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 As indicated BUILDING SECTION 2233 233 BURNETT AVE S. RENTON, WA 98057 Renton Market & Piazza LAND USE PERMIT A4.0 10/17/2024 No.: Date: Description: SCALE: 1/4" = 1'-0"1 NORTH-SOUTH SECTION THROUGH MECH EQUIPMENT 30"30"30"30" 1234567 8 9 10 11 12 A B C D E F 1234567 8 9 10 11 12 A B C D E F L16L16L16L16 L16 L16 L16 L16 L22 L22 L16 L16 L16 L16 L16 L16 L16 L16 L16 L16 L22 L22 L19 L19 L18 L18 L18 L18 L18 L18 L18 L18 L3L3 L19L19L19L19 L16L16 OCCUPANCY SENSOR VACANCY SENSOR WALL-BOX DIMMER SWITCH-WITH OCCUPANCY / VACANCY SENSOR FUNCTIONALITY 4-SCENE TEMPORARY OVER-RIDE STATION WITH RAISE/LOWER (2-HOUR TIMEOUT) TOUCHSCREEN INTERFACE FOR PROGRAMMING, SCENE SELECTION, AND TEMPORARY LIGHT LEVEL OVER-RIDES INDICATION OF CONTROL ZONE GROUPING. FIXTURES CONNECTED TOGETHER MAY BE GROUPED TOGETHER O V $D Sa Sb 1/8" = 1'-0"1EXTERIOR LIGHTING AND CONTROLS Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SparkLab Lighting Design, LLC. www.sparklabld.com As indicated EXTERIOR LIGHTING AND CONTROLS 233 Burnett Ave S Renton, WA 98057 Renton Market & Piazza LAND USE PERMIT L301 10/17/2024 LIGHTING CONTROL INTENT ALL ASPECTS OF THE LIGHTING CONTROL SYSTEM TO BE VETTED BY THE ELECTRICAL ENGINEER AND COORDINATED WITH THE BUILDING MANAGEMENT SYSTEM (WHERE USED). SEE LIGHT FIXTURE SCHEDULE FOR DIMMING PERFORMANCE REQUIRED FOR EACH FIXTURE TYPE (E.G. DIMMING TO 1% OUTPUT). CONTRACTOR TO PROVIDE CONTROLS TO ACHIEVE SPECIFIED PERFORMANCE. PROVIDE PROGRAMMABLE, NETWORKED LIGHTING CONTROL SYSTEM CAPABLE OF SCENES TRIGGERED BY ASTRONOMICAL TIMECLOCK. SINGLE-GANG AND MULTI-GANG PRESET STATIONS TO BE LOCATED AS FURTHER DESCRIBED. PROVIDE CODE-COMPLIANT DAYLIGHT HARVESTING CONTROLS. PROVIDE CODE-COMPLIANT MOTION SENSING CONTROLS IN SPACES WITHOUT PROGRAMMABLE SCENE CONTROLS. LOCATION AND QUANTITY OF PHOTOSENSORS AND MOTION SENSORS TO BE VETTED WITH SPECIFIC PRODUCTS TO BE PROVIDED. EITHER WALL MOUNTED OR CEILING MOUNTED SENSORS ARE ALLOWED. SELECTION BY CONTRACTOR PER ROOM AND EQUIPMENT FUNCTIONALITY. LEGEND PROGRAMMED SCENES TO BE FURTHER DEFINED BY ARE INITIALLY ANTICIPATED TO BE: - DAYTIME (TRIGGERED AT 7AM, OR CLIENT-DEFINED START OF NORMAL DAY) - EVENING (TRIGGERED 30 MINUTES AFTER DUSK) - AFTER-HOURS (TRIGGERED AT 10PM OR NORMAL END OF DAY) - WEEKEND SCENE SELECTION PROGRAMMING TO OCCUR AFTER FIXTURES HAVE BEEN FOCUSED BY THE LIGHTING DESIGNER. THE SYSTEM STATION STYLE AND LOCATIONS TO BE FURTHER CONFIRMED. PROVIDE UL924 SYSTEM FOR EMERGENCY CONTROLS, AS SPECIFIED BY THE ELECTRICAL ENGINEER. No.:Date:Description: SHEET NOTES 1 3 FIXTURE REQUIRES REMOTE CONTROL GEAR 1 REPLACE EXISTING FIXTURES - VARIFY COUNT 3 2 2 11 2 TYPE L22 SIGN WASH LIGHT INTEGRATED WITHIN FACADE CANOPY, SEE ARCHITECTURAL DETAILS. REQUIRES REMOTE CONTROL GEAR. 3 TYPICAL FOR L18 TYPICAL FOR L3 TYPICAL FOR L16 TYPICAL FOR L16 1TYPICAL FOR L16 1234567 8 9 10 11 12 A B C D E F L19 L19 L3L3 L18 L18 L18 L18 L18 L18 L18 L18 L9A TYP L22 L22 L16 L16 L16 L16 L16 L16 L16 L16L16L16L16 L22 L22 L16 L16 L16 L16 L16 L16 L16 L19L19L19L19 L16 L16 Sheet: Sheet contents: Scale: AHJ Project No.: Project No.: AHJ Approval Stamp: Revisions: 1507 Belmont Ave, Suite 200 Seattle, Washington 98122 206.323.9932 SparkLab Lighting Design, LLC. www.sparklabld.com 1/8" = 1'-0" EXTERIOR LIGHTING CALCULATIONS 233 Burnett Ave S Renton, WA 98057 Renton Market & Piazza LAND USE PERMIT L401 10/17/2024 1/8" = 1'-0"1LIGHT SPILL CALCULATIONS No.:Date:Description: REFLECTANCE VALUES Walls: 40% - Gray Siding Floor: 30% - Light Concrete Ceiling: 40% - Wood Ceiling LIGHT LOSS FACTOR: All fixtures use a light loss factor of 0.9 for calculation purposes LIGHT SPILL CALCULATION INTERPRETATION Calculation points show illuminance at the ground plane in Lux. Light spill is below fixtures and not escaping property boundary. Measured areas are below 500 Lux (46 Fc). Interior ceiling uplight fixture Type L9A provides illumination on interior ceiling, which will be visible from the exterior, but does not contribute to surrounding light spill. NORTHEAST SITE VIEW