Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutWorld Cup Square Bid Set - Plans Signed1 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 COVERSHEET AND SHEET INDEX G1.0 WORLD CUP LEGACY SQUARE - PHASE I BID SET APRIL 2025 CAG-25-044 CITY OF RENTON KING COUNTY PROJECT LOCATION 405 5 Seattle Redmond 2 522 90 202 18 169 167 Skykomish Maple Valley Bellevue Renton LOCATION MAP 520 NTS PREPARED BY: PROJECT MANAGER JUSTIN JOHNSON, P.E.JTjohnson@rentonwa.gov 425-430-7291 JUSTIN JOHNSON, P.E.JTjohnson@rentonwa.gov 425-430-7291 TROY SOLLY, P.E.Tsolly@rentonwa.gov 425-757-4012 EMMA CONLEY, P.E.Econley@rentonwa.gov 425-757-6807 VICINITY MAP SCALE: 1" = 80' N N SHEET INDEX 1.G1.0 COVERSHEET AND SHEET INDEX 2.G2.0 NOTES, ABBREVIATIONS, AND LEGEND 3.G3.0 EXISTING CONDITIONS 4.D1.0 TESC AND DEMO PLAN 5.D1.1 GATEWAY IRRIGATION DEMOLITION PLAN 6.D1.2 TESC DETAILS 7.C1.0 HARDSCAPE PLAN 8.C1.1 HARDSCAPE PLAN - LINE AND CURVE TABLES 9.C2.0 GRADING PLAN 10.C2.1 GRADING ENLARGEMENTS (1 OF 2) 11.C2.2 GRADING ENLARGEMENTS (2 OF 2) 12.C2.3 GRADING POINTS 13.C3.0 UTILITY NOTES 14.C3.1 UTILITY PLAN 15.C3.2 UTILITY DETAILS (1 OF 2) 16.C3.3 UTILITY DETAILS (2 OF 2) 17.L1.0 URBAN DESIGN PLAN 18.L1.1 URBAN DESIGN DETAILS (1 OF 2) 19.L1.2 URBAN DESIGN DETAILS (2 OF 2) 20.L1.3 URBAN DESIGN DETAILS (3 OF 3) 21.L2.0 LANDSCAPING PLAN 22.L2.1 LANDSCAPING DETAILS (1 OF 2) 23.L2.2 LANDSCAPING DETAILS (2 OF 2) 24.L3.0 IRRIGATION PLAN 25.L2.2 IRRIGATION DETAILS 26.E1.0 ILLUMINATION AND INTERCONNECT PLAN 27.E1.1 ILLUMINATION DETAILS 28.E1.2 ELECTRICAL DETAILS (1 OF 2) 29.E1.3 ELECTRICAL DETAILS (2 OF 2) 30.T1.0 STRIPING AND SIGNAGE PLAN PROJECT SITE S 3RD ST MO R R I S A V E S LO G A N A V E S PROJECT ADDRESS 510 S 3RD ST PARCEL NUMBERS 7841800195, 7841800205, 5696000005 ZONING CD-CENTER DOWNTOWN PROJECT AREA (AC)0.64 R-434501 MAYOR CITY COUNCIL ARMONDO PAVONE JAMES ALBERSON, JR RYAN McIRVIN VALERIE O'HALLORAN RUTH PÉREZ ED PRINCE CARMEN RIVERA KIM-KHÁNH VĂN BID DOCUMENT Approved for Bid Approved for Construction Michael S. Sippo 4/15/25 4/15/2025 4/15/25Justin Johnson SHEET INDEX 1.G1.0 COVERSHEET AND SHEET INDEX 2.G2.0 NOTES, ABBREVIATIONS, AND LEGEND 3.G3.0 EXISTING CONDITIONS 4.D1.0 TESC AND DEMOLITION PLAN 5.D1.1 GATEWAY IRRIGATION DEMOLITION PLAN 6.D1.2 TESC DETAILS 7.C1.0 HARDSCAPE PLAN 8.C1.1 HARDSCAPE PLAN - LINE AND CURVE TABLE 9.C2.0 GRADING PLAN 10.C2.1 GRADING PLAN ENLARGEMENTS (1 OF 2) 11.C2.2 GRADING PLAN ENLARGEMENTS (2 OF 2) 12.C2.3 GRADING POINTS 13.C3.0 UTILITY NOTES 14.C3.1 UTILITY PLAN 15.C3.2 UTILITY DETAILS (1 OF 2) 16.C3.3 UTILITY DETAILS (2 OF 2) 17.L1.0 URBAN DESIGN PLAN 18.L1.1 URBAN DESIGN DETAILS (1 OF 3) 19.L1.2 URBAN DESIGN DETAILS (2 OF 3) 20.L1.3 URBAN DESIGN DETAILS (3 OF 3) 21.L2.0 LANDSCAPING PLAN 22.L2.1 LANDSCAPING DETAILS (1 OF 2) 23.L2.2 LANDSCAPING DETAILS (2 OF 2) 24.L3.0 IRRIGATION PLAN 25.L3.1 IRRIGATION DETAILS 26.E1.0 ILLUMINATION AND INTERCONNECT PLAN 27.E1.1 ILLUMINATION DETAILS 28.E1.2 ELECTRICAL DETAILS (1 OF 2) 29.E1.3 ELECTRICAL DETAILS (2 OF 2) 30.T1.0 STRIPING AND SIGNAGE PLAN 2 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 NOTES, ABBREVIATIONS, AND LEGEND G2.0 LEGENDGENERAL NOTES 1.ALL WORK AND WORK MATERIAL SHALL BE IN CONFORMANCE WITH THE STANDARDS AND SPECIFICATIONS OF THE CITY OF RENTON PUBLIC WORKS DEPARTMENT AND THE CONSTRUCTION SPECIFICATIONS INSTITUTE'S 2016 MASTER FORMAT, 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 PUBLIC WORKS DEPARTMENT, REFER TO PROJECT SPECIFICATIONS. 3.ALL LOCATIONS OF EXISTING UTILITIES SHOWN ARE APPROXIMATE AND IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE TRUE AND CORRECT LOCATION AND ELEVATION SO AS TO AVOID DAMAGE OR DISTURBANCE PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. THE INFORMATION IS PROVIDED FOR CONTRACTORS CONVENIENCE ONLY. THERE MAY BE DISCREPANCIES AND OMISSIONS. 4.BEFORE ANY CONSTRUCTION ACTIVITY OCCURS, THE CONTRACTOR SHALL MEET WITH THE CITY FOR A PRE-CONSTRUCTION CONFERENCE. A MINIMUM OF FIVE (5) WORKING DAYS NOTICE IS REQUIRED FOR SCHEDULING. TWENTY-FOUR (24) HOURS NOTICE WILL BE REQUIRED PRIOR TO STARTING CONSTRUCTION. REFER TO PROJECT SPECIFICATIONS. 5.THE CONTRACTOR SHALL NOTIFY OWNER IMMEDIATELY OF ANY DISCREPANCIES FOUND IN PLANS OR DEVIATIONS FROM ASSUMED ON-SITE CONDITIONS. FAILURE TO NOTIFY OWNER IN TIMELY MANNER SHALL RESULT IN CONTRACTOR TAKING RESPONSIBILITY FOR ANY AND ALL REMEDIAL MEASURES REQUIRED. 6.INSPECTION WILL BE ACCOMPLISHED BY A REPRESENTATIVE OF THE CITY OF RENTON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE CITY IN ADVANCE OF BACKFILLING ANY CONSTRUCTION. 7.PLANS APPROVED BY THE CITY OF RENTON, PUBLIC WORKS DEPARTMENT SHALL TAKE PRECEDENCE OVER ALL OTHER PLANS. 8.THE CONTRACTOR SHALL PROVIDE THE CITY OF RENTON WITH AN AS-BUILT DRAWING OF THE STORM, WATER, AND SEWER IMPROVEMENTS, WHICH HAS BEEN STAMPED AND SIGNED BY A LICENSED PROFESSIONAL ENGINEER OR LICENSED PROFESSIONAL SURVEYOR. 9.THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1-800-424-5555 A MINIMUM OF 48 HOURS PRIOR TO ANY EXCAVATION. 10.OVERHEAD ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER OVERHEAD LINES ARE GENERALLY NOT SHOWN. THE LINES THAT ARE SHOWN ARE LOCATED BY POINT-TO-POINT, POLE OR TOWER TO POLE OR TOWER. DETERMINE THE EXTENT OF HAZARDS OR IMPACTS ON CONSTRUCTION ACTIVITIES CREATED BY OVERHEAD OR UNDERGROUND ELECTRICAL POWER, TELEPHONE, CABLE TV, AND OTHER LINES IN ALL AREAS, AND FOLLOW PROCEDURES DURING CONSTRUCTION AS REQUIRED BY LAW AND REGULATIONS. PRIOR TO CONSTRUCTION, MEET WITH UTILITY OWNERS TO DETERMINE THE EXTENT OF HAZARDS AND TAKE WHATEVER PRECAUTIONS AND REMEDIAL MEASURES THAT MAY BE REQUIRED TO PROTECT PERSONS AND PROPERTY AND TO AVOID DISRUPTION OF SERVICE. 11.MANHOLES, CATCH BASINS, AND OTHER STRUCTURES ARE GENERALLY SHOWN ON PLAN AND PROFILE DRAWINGS SYMBOLICALLY. CONSTRUCT MANHOLES, CATCH BASINS, AND OTHER STRUCTURES AS SHOWN ON DETAIL DRAWINGS AND AS SPECIFIED. 12.ALL UTILITIES SHALL BE SUPPORTED AND MAINTAINED DURING CONSTRUCTION (INCLUDING THOSE IDENTIFIED AS ABANDONED OR TO BE ABANDONED). 13.CONTRACTOR SHALL PROTECT PUBLIC AND PRIVATE PROPERTY. PROPERTY DISTURBED DURING CONSTRUCTION TO BE RESTORED TO EXISTING CONDITIONS UNLESS OTHERWISE SPECIFIED BY THE CITY. THE CONTRACTOR IS RESPONSIBLE FOR IDENTIFYING AND DOCUMENTING ANY DAMAGE THAT IS PRE-EXISTING OR CAUSED BY OTHERS. 14.PROTECTION OF THE ENVIRONMENT: NO CONSTRUCTION RELATED ACTIVITY SHALL CONTRIBUTE TO THE DEGRADATION OF THE ENVIRONMENT, ALLOW MATERIAL TO ENTER SURFACE OR GROUND WATERS, OR ALLOW PARTICULATE EMISSIONS TO THE ATMOSPHERE, WHICH EXCEED STATE OR FEDERAL STANDARDS. ANY ACTIONS THAT POTENTIALLY ALLOW A DISCHARGE TO STATE WATERS MUST HAVE PRIOR APPROVAL OF THE STATE OF WASHINGTON, DEPARTMENT OF ECOLOGY. 15.ALL DISTANCES SHOWN ON THE DRAWINGS AND DESCRIBED IN THE SPECIFICATIONS SHALL BE INTERPRETED TO REFER TO THE HORIZONTALLY AND VERTICALLY PROJECTED PLANES UNLESS OTHERWISE INDICATED. LINEAL FOOTAGE OF PIPING SHOWN ON THE DRAWINGS REFERS TO HORIZONTAL LENGTH. CONTRACTOR SHALL VERIFY ALL DIMENSIONS BEFORE STARTING WORK AND SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY DISCREPANCIES. 16.ALL EXCAVATIONS ADJACENT TO POWER POLES OR OTHER RELATED FACILITIES (VAULTS, HANDHOLES, ETC.) SHALL COMPLY WITH WAC 296-155, PART N, EXCAVATION, TRENCHING AND SHORING. POLE PROTECTION/ SUPPORTING SYSTEMS USED WHILE EXCAVATING SHALL COMPLY WITH WAC 155-655 GENERAL PROTECTION REQUIREMENTS, ITEM (9) AND SHALL NOT AFFECT THE STRUCTURAL INTEGRITY OF POLES WHILE THE SYSTEMS ARE IN PLACE OR AFTER THE SYSTEMS HAVE BEEN REMOVED. 17.THE CONTRACTOR SHALL BE RESPONSIBLE FOR FULL RESTORATION OF ALL EXISTING FEATURES DISTURBED DURING CONSTRUCTION TO THEIR ORIGINAL CONDITION UNLESS OTHERWISE INDICATED BY THE ENGINEER. ALL MATERIALS USED FOR THE CONSTRUCTION SHALL BE NEW AND UNDAMAGED, AND CATALOG CUTS FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY PRIOR TO BRINGING ANY MATERIALS ON SITE. AC ASPHALT CONCRETE ACP ASPHALT CONCRETE PAVEMENT ADA AMERICANS WITH DISABILITIES ACT ADS ADVANCED DRAINAGE SYSTEMS (PIPE) APPROX APPROXIMATE AVE AVENUE CB CATCH BASIN CDF CONTROLLED DENSITY FILL CED CEDAR CF CUBIC FEET CFS CUBIC FEET PER SECOND CHLK CHAIN LINK FENCE CI CAST IRON C/L, CL CENTERLINE CLR CLEAR CO CLEANOUT CONC CONCRETE CITY, COR CITY OF RENTON CPE CORRUGATED POLYETHYLENE PIPE CPLG COUPLING CRZ CRITICAL ROOT ZONE CSBC CRUSHED SURFACING BASE COURSE CSTC CRUSHED SURFACING TOP COURSE CTR CENTER D DEPTH, DOUBLE, DRAIN DI DUCTILE IRON DIA DIAMETER DWG DRAWING DWY DRIVEWAY E EAST, EASTING, ELECTRICAL EA EACH EC EROSION CONTROL EL, ELEV ELEVATION ELL ELBOW EP EDGE OF PAVEMENT EX EXISTING FF FINISHED FLOOR FG FINISH GRADE FH FIRE HYDRANT FL FLANGE FM FORCE MAIN FT FEET, FOOT G GAS GALV GALVANIZED GRAV GRAVEL H HORIZONTAL HDPE HIGH DENSITY POLYETHYLENE HMA HOT MIX ASPHALT HYD HYDRANT ID INSIDE DIAMETER IE INVERT ELEVATION JB JUNCTION BOX L LENGTH LF LINEAR FEET LT LEFT MAX MAXIMUM MFR MANUFACTURER MH MANHOLE MIN MINIMUM MJ MECHANICAL JOINT MON MONUMENT N NORTH, NORTHING NAD NORTH AMERICAN DATUM NAVD NORTH AMERICAN VERTICAL DATUM NE NORTHEAST NIC NOT IN CONTRACT NO.NUMBER NTS NOT TO SCALE NW NORTHWEST OC ON CENTER OD OUTSIDE DIAMETER OH OVERHEAD OP OVERHEAD POWER P POWER PED XING PEDESTRIAN CROSSING P/L PROPERTY LINE PLS PROFESSIONAL LAND SURVEYOR PSE PUGET SOUND ENERGY PT POINT PVC POLYVINYL CHLORIDE C-900 PIPE PVMT PAVEMENT PWR POWER RCW REVISED CODE OF WASHINGTON RD ROAD REQ'D REQUIRED RET RETAINING RJ RESTRAINED JOINT ROW RIGHT OF WAY RPBA REDUCED PRESSURE BACKFLOW ASSEMBLY RPM RAISED PAVEMENT MARKER RT RIGHT S SOUTH, SLOPE, SOCKET, SINGLE SCH SCHEDULE SCO SEWER CLEANOUT SD STORM DRAIN SDMH STORM DRAIN MANHOLE SE SOUTHEAST SERV SERVICE SF SILT FENCE, SQUARE FEET SPU SEATTLE PUBLIC UTILITIES SS SANITARY SEWER SSMH SANITARY SEWER MANHOLE ST STREET STA STATION STD STANDARD STL STEEL SW SOUTHWEST SWPPP STORMWATER POLLUTION PREVENTION PLAN T TELEPHONE TBM TEMPORARY BENCHMARK TELJB TELEPHONE JUNCTION BOX TESC TEMPORARY EROSION AND SEDIMENT CONTROL TV TELEVISION (CABLE) TVJB TELEVISION (CABLE) JUNCTION BOX TYP TYPICAL UD UNDERDRAIN UNO UNLESS NOTED OTHERWISE VERT VERTICAL W/WITH W WATER, WEST WAC WASHINGTON ADMINISTRATIVE CODE WM WATER METER WSDOT WASHINGTON STATE DEPARTMENT OF TRANSPORTATION YRS YEARS ABBREVIATIONS DESIGNATIONS DASH IF SECTION IS TAKEN ON THE SAME DRAWING, DRAWING NUMBER IF SECTION IS TAKEN ON A DIFFERENT SHEET SECTION, ELEVATION OR PROFILE REFERENCE LETTER DETAIL NUMBER DRAWING NUMBER WHERE DETAIL IS REFERENCED, DASH IF DETAIL APPEARS ON THE SAME SHEET AS SHEET REFERENCED DEMOLITION NOTES 1.EXISTING UTILITIES AND UNDERGROUND STRUCTURES SHOWN ON THE PLAN ARE BASED UPON THE BEST AVAILABLE PUBLIC RECORDS AND/OR PRIVATE RECORDS AS SUPPLIED BY THE PROJECT OWNER AND/OR DATA OBTAINED VERBALLY FROM OWNERS OR OFFICIALS ASSOCIATED WITH THE PARTICULAR UTILITY. NEITHER THE OWNER NOR THE ENGINEER GUARANTEE ACCURACY OR COMPLETENESS OF THIS INFORMATION AND ASSUME NO RESPONSIBILITY FOR IMPROPER LOCATIONS ON THE CONSTRUCTION PLANS. OTHER UNDERGROUND FACILITIES NOT SHOWN ON THE DRAWINGS MAY BE ENCOUNTERED DURING THE COURSE OF THE WORK. ALL INVERT ELEVATIONS SHOWN ON THE DRAWINGS SHALL BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. 2.IF CHANGED CONDITIONS ARE ENCOUNTERED, THE CONTRACTOR SHALL NOTIFY THE ENGINEER PROMPTLY OF (1) PREEXISTING SUBSURFACE CONDITIONS DIFFERING FROM THOSE INDICATED IN THE PLANS, OR (2) PREEXISTING UNKNOWN SUBSURFACE CONDITIONS, OR AN UNUSUAL NATURE, DIFFERING MATERIALLY FROM THOSE ORIGINALLY ENCOUNTERED AND GENERALLY RECOGNIZED AS INHERENT IN WORK OF THE CHARACTER PROVIDED FOR IN THE CONTRACT. THE CONTRACTOR AND OR OWNER SHALL MAKE NO CLAIMS TO THE ENGINEER FOR RECOMPENSATION FOR EXTRA WORK RESULTING FROM CHANGED CONDITIONS UNLESS THE ENGINEER HAS APPROVED THE WORK IN WRITING. 3.CONTRACTOR SHALL CALL THE UTILITIES UNDERGROUND LOCATION CENTER FOR FIELD LOCATION OF ALL UTILITIES AND SHALL NOT BEGIN EXCAVATION UNTIL ALL KNOWN UNDERGROUND FACILITIES IN THE VICINITY OF THE PROPOSED WORK HAVE BEEN LOCATED AND MARKED. IF THE UTILITY IS NOT A SUBSCRIBER OF THE UNDERGROUND LOCATION CENTER THEN THE CONTRACTOR SHALL GIVE NOTICE TO THAT UTILITY. 4.THE CONTRACTOR IS RESPONSIBLE FOR REVIEW OF ALL UTILITY PURVEYOR, AND CITY OR STATE RECORDS RELATIVE TO THE EXISTING UNDERGROUND UTILITIES. THE CONTRACTOR IS RESPONSIBLE FOR AVOIDING DAMAGE TO THESE FACILITIES AND SHALL RESTORE ALL UTILITIES AT CONTRACTOR'S OWN EXPENSE. 5.VERIFY THAT ALL UTILITY SERVICES TO BE DEMOLISHED HAVE BEEN DISCONNECTED. 6.ERECT BARRIERS, SHORING AND THE LIKE TO PROTECT PERSONNEL, CONSTRUCTION AND VEGETATION TO REMAIN. COMPLY WITH ALL STATE AND LOCAL AGENCY REQUIREMENTS. 7.DO NOT SHUT OFF OR CAP UTILITIES WITHOUT PRIOR NOTICE. COORDINATE WORK WITH LOCAL UTILITY PURVEYORS. 8.MAINTAIN VEHICULAR AND PEDESTRIAN TRAFFIC ROUTES: ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, SIDEWALKS, AND ADJACENT FACILITIES; DO NOT CLOSE OR OBSTRUCT STREETS, SIDEWALKS, OR PASSAGEWAYS WITHOUT PERMISSION FROM AUTHORITIES HAVING JURISDICTION; MAINTAIN FIRE ACCESS ALONG ACCESS ROAD AT ALL TIMES; MEET ALL APPLICABLE CODES AND ORDINANCES. 9.PROTECT FROM HARM ANY TREES, OR OTHER OBJECTS SELECTED TO REMAIN. 10.DO NOT DAMAGE EXISTING CONSTRUCTION TO REMAIN. 11.RESTORE ANY IMPROVEMENTS DAMAGED BY THIS WORK TO THEIR ORIGINAL CONDITION, AS ACCEPTABLE TO OWNER. REPAIR ANY DAMAGE TO ADJACENT STRUCTURES, UTILITIES, SITE, AND WORK OF THIS CONTRACT TO REMAIN AT NO ADDITIONAL COST TO OWNER. 12.NO BLASTING ON SITE. DO NOT USE EXPLOSIVES. 13.SPRINKLE DEBRIS AS NECESSARY TO LIMIT DUST TO LOWEST PRACTICABLE LEVEL. DO NOT SPRINKLE TO EXTENT CAUSING FLOODING, CONTAMINATED RUNOFF OR ICING. 14.REMOVE EXISTING ABOVE-GRADE AND BELOW-GRADE IMPROVEMENTS AS INDICATED AND AS NECESSARY TO FACILITATE NEW CONSTRUCTION. CARE SHALL BE TAKEN THAT DAMAGE DOES NOT OCCUR TO EXISTING PAVEMENT WHICH IS TO REMAIN IN PLACE AND THAT ALL PAVEMENT REMOVALS ARE ACCOMPLISHED BY MAKING A NEAT VERTICAL SAW CUT AT THE BOUNDARIES OF THE AREA TO BE REMOVED. 15.REMOVE TREES, GROWTH AND UNDERBRUSH AS REQUIRED FOR NEW CONSTRUCTION AND AS INDICATED. REMOVAL OPERATIONS SHALL BE PERFORMED IN A MANNER TO PROTECT PROPERTY. 16.MAKE CUTS AT CLOSEST PAVING JOINT. 17.THE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING, SETTING AND MARKING ALL LINE AND LOCATION STAKES, INCLUDING OFFSETS AND GENERAL CONSTRUCTION STAKING. WHEN WORK REQUIRES BEING ON SITE A QUALIFIED LAYOUT ENGINEER, SURVEYOR, OR TECHNICAL SPECIALIST MUST BE ASSIGNED TO THE CONTRACTOR'S CREW WHILE CONTROL IS BEING PERFORMED, ALL NECESSARY RELATED EQUIPMENT, SUPPLIES AND INSTRUMENTS SHALL BE PRESENT ON SITE FOR THIS WORK. THIS EQUIPMENT AND PERSONNEL MUST BE AVAILABLE, AT NO ADDITIONAL COST TO OWNER FOR THE PURPOSE OF VERIFYING LAYOUT AND CERTIFYING THE ACCURACY OF WORK ON THE SITE. SCALE: DETAIL TITLE 1" = 1' - 0" 1 X.XX SCALE: SECTION TITLE 1" = 1' - 0" A - MONUMENT IN CASE SURFACE MONUMENT PK NAIL SPOT SHOT (DESCRIBED) CATCH BASIN STORM DRAIN MANHOLE YARD DRAIN SEWER MANHOLE SEWER CLEAN-OUT POWER VAULT LID POWER TRANSFORMER POWER METER TRAFFIC SIGNAL PEDESTRIAN SIGNAL JUNCTION BOX (TYPE I) JUNCTION BOX (TYPE II) TRAFFIC ATTENUATOR LOOP STREET LIGHT (LUMINAIRE) STREET LIGHT (DECORATIVE) LOT LIGHT YARD LIGHT TELEPHONE MANHOLE TELEPHONE VAULT LID GAS VALVE GAS METER WATER VALVE WATER METER WATER MANHOLE WATER VAULT LID FIRE HYDRANT FIRE DEPARTMENT CONNECT POST INDICATOR VALVE HOSE BIB IRRIGATION CONTROL VALVE UTILITY MANHOLE (GENERIC/UNKNOWN) UTILITY VAULT LID (GENERIC/UNKNOWN) STAND-PIPE (GENERIC/UNKNOWN) UTILITY ACCESS (GENERIC/UNKNOWN) MONITORING WELL GUARD POST SIGN SHRUB DECIDUOUS TREE, DIAMETER (# OF TRUNKS) CONIFEROUS TREE, DIAMETER (# OF TRUNKS) PAINTED POWER PAINTED TELEPHONE PAINTED TV PAINTED WATER RECORD WATER PAINTED GAS STORM SEWER FENCE HEDGE (HEIGHT NOTED) BUILDING FOOTPRINT BUILDING OVERHANG PAINTED STRIPE EDGE OF PAVEMENT FLOWLINE CONTOUR EXISTING RIGHT OF WAY CENTERLINE EXISTING RIGHT OF WAY CONCRETE GRAVEL GRASS METAL GRATE CONCRETE PAVERS ASPHALT/CONCRETE CHAINLINK DRIVEWAY COLUMN YARD DRAIN STRUCTURE FINISHED FLOOR TESC 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. DEMOLITION NOTES CONTINUED 18.PROVIDE FOR THE PROTECTION OF PERSONS PASSING AROUND OR THROUGH THE AREA OF DEMOLITION. 19.TRAFFIC: DO NOT OBSTRUCT WALKS OR PUBLIC WAYS WITHOUT THE WRITTEN PERMISSION OF GOVERNING AUTHORITIES AND OF THE OWNER. WHERE ROUTES ARE PERMITTED TO BE CLOSED, PROVIDE ALTERNATE ROUTES IF REQUIRED. 20.THE CONTRACTOR IS RESPONSIBLE FOR PRESERVING ALL BENCHMARKS AND STAKES AND THE REPLACEMENT OF ANY THAT ARE DISPLACED OR MISSING. 21.THE REFUSE RESULTING FROM CLEARING AND GRUBBING SHALL BE DISPOSED OF BY THE CONTRACTOR IN A MANNER CONSISTENT WITH ALL GOVERNMENT REGULATIONS. IN NO CASE SHALL REFUSE MATERIAL BE LEFT ON THE THE PROJECT SITE. DEBRIS SHALL NOT BE DEPOSITED IN ANY STREAM OR BODY OF WATER, WETLAND, OR IN ANY PROJECT SITE, SHOVED ONTO ABUTTING PRIVATE PROPERTIES, OR BE BURIED IN EMBANKMENTS OR TRENCHES ON STREET OR ALLEY, OR UPON ANY PRIVATE PROPERTY EXCEPT BY WRITTEN CONSENT OF THE PRIVATE PROPERTY OWNER. MAINTAIN HAULING ROUTES CLEAN AND FREE OF ANY DEBRIS RESULTING FROM DEMOLITION WORK ON THIS PROJECT. TESC NOTES CONTINUED 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 R-434502 4/15/2025 S 3RD ST S 3RD ST • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • LO G A N A V E S GATEWAY PARK RENTON PAVILION EVENTS CENTER PIAZZA PARK PROJECT LIMITS ROW SPU PROPERTY LIMITS SPU PROPERTY LIMITS STAGE AREA TO BE CONSTRUCTED AT A LATER PHASE, SEE PHASING NOTE 1 S 3RD ST 3 HOR: 1"=20' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 N EXISTING CONDITIONS G3.0 PHASING NOTES 1.STAGE AREA TO BE CONSTRUCTED DURING PHASE 2 AND IS NOT IN CONTRACT. ALL REFERENCES TO THE STAGE SHOWN IN THE PLANS ARE BASED ON CONCEPTUAL PURPOSES ONLY. SURVEY NOTES: 1.THE PURPOSE OF THIS TOPOGRAPHIC SURVEY IS FOR CIVIL ENGINEERING DESIGN. THIS IS NOT A BOUNDARY SURVEY. SOURCES OF BOUNDARY INFORMATION AS SHOWN INCLUDE FIELD-TIE MONUMENTATION, PLATS, COUNTY RECORDS OF SURVEY, AND AUDITOR INDEXING INFORMATION. 2.THE LOCATIONS OF EXISTING UNDERGROUND UTILITY SYSTEMS, AS SHOWN HEREON, ARE TAKEN FROM UTILITY LOCATE PAINT MARKS OR AS-BUILT PLANS AND ARE SHOWN IN AN APPROXIMATE WAY ONLY. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE COMMENCING WORK, AND AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. ALL LOCATOR SERVICES SHOULD BE CONTACTED PRIOR TO ANY CONSTRUCTION OR SUBSURFACE EXPLORATION. CALL 1-800-424-5555. 3.FIELD SURVEY: KPG, NOVEMBER, 2017 - FEBRUARY, 2018; SEPTEMBER 2018 - DECEMBER 2018; FEBRUARY 2019; MAY 2019; NOVEMBER 2019; FEBRUARY 2020; APRIL 2020; JANUARY 2021, SEPTEMBER 2023. 4.CONTOUR INTERVAL = 1 FOOT, ±0.5 FOOT PER NATIONAL MAPPING STANDARDS. CONTOURS DERIVED FROM DIRECT FIELD OBSERVATIONS. 5.STORM AND SEWER CONNECTIONS HAVE BEEN DRAWN FROM CENTER OF LID TO CENTER OF LID. 6.THE LOCATIONS AND DIMENSIONS OF UNDERGROUND VAULTS HAVE NOT BEEN VERIFIED AND ARE APPROXIMATE. 7.DUCTS ARE NOTED AS INDICATED IN THE FIELD BY UTILITY LOCATORS. MULTIPLE LINES AND/OR UTILITIES MAY SHARE DUCT RUNS; THIS MAY NOT BE SHOWN IN THE DRAWINGS. HORIZONTAL DATUM WASHINGTON STATE PLANE COORDINATE SYSTEM, NORTH ZONE, NAD 83/91 PER CITY OF RENTON CONTROL STATIONS 205, 884, 1140, AND 1896. VERTICAL DATUM NAVD 88, PER CITY OF RENTON CONTROL STATIONS 2123 AND 2128. LEGEND SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW. CITY ROW LINE SPU PROPERTY LINE APPROX LIMITS OF WORK APPROX LIMITS OF FUTURE PHASE R-434503 MA T C H L I N E A SE E A B O V E MA T C H L I N E A SE E B E L O W CONTROL POINT LIST PT #DESCRIPTION NORTHING EASTING ELEVATION 112 SPIKE 177986.91 1300490.15 38.58 4/15/2025 S 3RD ST LO G A N A V E S 2 CITY TO REMOVE ALL CITY OWNED MOBILE FACILITIES FROM SITE PRIOR TO CONSTRUCTION. PROTECT EX SPU FACILITIES AND CONC FOUNDATION REMOVE EX TREE, TYP. EX JBOXES & PEDESTAL EX BOULDER F REMOVE EX BOLLARD REMOVE EX METAL FENCING PROTECT EX CURB TO REMAIN, TYP. PROTECT EX CURB TO REMAIN, TYP. PROTECT EX CURB TO REMAIN, TYP. EX LIGHT POLE AND JBOX TO REMAIN. PROTECT AND RESET TO FINISHED GRADE. EX WATER METERS TO REMAIN. PROTECT AND RESET TO FINISHED GRADE PROTECT EX BUILDING PROTECT EX BIKE RACK PROTECT EX CONC SIDEWALK TO REMAIN, TYP. 1 EX BOULDER E1 EX BOULDER D 1 EX BOULDER C 1 EX BOULDER B 1 EX BOULDER A1 EX LIGHT POLE E1 EX LIGHT POLE E1 EX LIGHT POLEE1 EX LIGHT POLEE1 E1 EX IRRIGATION BOXES/VALVESI1 EX PARKING SIGN1 EX PARKING SIGN1 REMOVE EX METAL FENCING EX TRASH CAN 1 EX TRASH CAN 1 PROTECT EX CURB TO REMAIN, TYP. PROTECT EX CURB TO REMAIN, TYP. PROTECT EX CURB TO REMAIN, TYP. REMOVE EX METAL FENCING PROTECT EX CONC SIDEWALK TO REMAIN, TYP. PROTECT EX TREE TO REMAIN, TYP. PROTECT EX TREE TO REMAIN, TYP. PROTECT EX TREE TO REMAIN, TYP. PROTECT EX TREE TO REMAIN, TYP. PROTECT EX TREE TO REMAIN, TYP. PROTECT EX CONC SIDEWALK TO REMAIN, TYP. PROTECT EX TREE TO REMAIN, TYP. PROTECT EX TREE TO REMAIN, TYP. 2 PROTECT EX CONC SIDEWALK TO REMAIN, TYP. EX LIGHT POLE AND JBOX TO REMAIN. PROTECT AND RESET TO FINISHED GRADE. REMOVE EX BOLLARD 3 INSTALL CHAINLINK FENCE AROUND PERIMETER, ADJUST AS REQ'D DURING CONSTRUCITON TYP. INSTALL CHAINLINK FENCE AROUND PERIMETER, ADJUST AS REQ'D DURING CONSTRUCITON TYP. INSTALL CHAINLINK FENCE AROUND PERIMETER, ADJUST AS REQ'D DURING CONSTRUCITON TYP. REMOVE EX PAINT EX PARKING SIGN1 EX JBOX TO REMAIN. PROTECT AND RESET TO FINISHED GRADE.EX GAS VALVE TO REMAIN. PROTECT AND RESET TO FINISHED GRADE. PROTECT EX CONC SIDEWALK TO REMAIN, TYP. CONTRACTOR STAGING AND STORAGE AREA TEMPORARILY ADJUST CHAINLINK FENCE FOR CONSTRUCTION OF THE STORM IMPROVEMENTS AND MAINTAIN SIGHT DISTANCE TO EX SIGNAL LIGHT FOR ALL TRAVEL LANES PROTECT EX SIGNAL LIGHT AND SIGNAGE, TYP.REMOVE EX PAINT REMOVE EX PAINT REMOVE EX PAINT REMOVE EX PAINT REMOVE EX PAINT REMOVE EX PAINT 4 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 TESC AND DEMOLITION PLAN D1.0 MATCH LINE B SANITARY SEWER CONNECTION MAT C H L I N E A STO R M D R A I N C O N N E C T I O N DEMOLITION KEY NOTES SALVAGE AND STORE FOR REUSE. REMOVE EXISTING CATCH BASIN AND STORM DRAINAGE LINES WITHIN THE CONSTRUCTION AREA, CAP ALL LINES ABANDONED IN PLACE AND NOT REMOVED, AND NOTE THE PRECISE LOCATION ON THE RECORD DRAWINGS. REMOVE EX STAIRS, RAILINGS, AND CONC SEATING (INCLUDING ANY FOOTINGS) 1 2 3 IRRIGATION DEMOLITION NOTES SALVAGE AND STORE ALL EX IRRIGATION VALVES & VALVE BOXES FOR REUSE WITHIN THE IMPROVED AREA. SEE SHEET D1.1 FOR DEMO LIMITS FOR ALL IRRIGATION LATERALS, VALVES, AND HEADS FOR GATEWAY PARK. CUT, CAP AND ABANDON IN PLACE OR REMOVE EX IRRIGATION LINES ENCOUNTERED AS REQUIRED FOR NEW CONSTRUCTION (SEE IRRIGATION PLANS FOR NEW IRRIGATION AND CONNECTION LOCATIONS TO EX IRRIGATION SYSTEM). CAP ALL EXPOSED ENDS. I1 ELECTRICAL DEMOLITION NOTES SALVAGE AND STORE EX LIGHT POLES AND JBOXES AS NOTED. CUT, CAP AND ABANDON IN PLACE OR REMOVE EX ELECTRICAL CONDUIT LINES ENCOUNTERED AS REQUIRED FOR NEW CONSTRUCTION (SEE ELECTRICAL PLANS FOR ADDITIONAL INFORMATION). E1 DEMOLITION, CLEARING, & TESC LEGEND SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW. N MAT C H L I N E A STO R M D R A I N C O N N E C T I O N MATCH LINE B SANITARY SEWER CONNECTION PROPERTY LINE APPROX LIMITS OF WORK 6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE 6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOES PER DETAIL 3 ON SHEET D1.2 EXISTING PIPE REMOVAL CAP EXISTING UTILITY INLET PROTECTION, SEE COR STD. PLAN 216.30 EXISTING TREE TO REMAIN WITH APPROX. CRITICAL ROOT ZONE EXISTING TREE TO BE REMOVED SAWCUT LOCATION ASPHALT PAVING TO BE REMOVED FOR UTILITY TRENCH PATCH OR CURB REPLACEMENT, SAWCUT EDGES AS REQ'D (NOTE: PROTECT EX PAVING THAT IS TO REMAIN) ASPHALT PAVING TO BE REMOVED FOR GRIND AND OVERLAY, SAWCUT EDGES AS REQ'D (NOTE: PROTECT EX PAVING THAT IS TO REMAIN) CONCRETE PAVING/SIDEWLAK TO BE REMOVED, SAWCUT EDGES AS REQ'D (NOTE: PROTECT EX CONC PAVING/SIDEWALK THAT IS TO REMAIN) CURB TO BE REMOVED, SAWCUT EDGES AS REQ'D (NOTE: PROTECT EX CURB THAT IS TO REMAIN) R-434504 4/15/2025 5 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 GATEWAY IRRIGATION DEMOLITION PLAN D1.1 IRRIGATION DEMOLITION NOTES CONTRACTOR TO LOCATE EX 2" IRRIGATION MAIN PRIOR TO THE START OF ANY DEMO ACTIVITIES TO EX SYSTEM. BEGIN DEMO OF EX IRRIGATION SYSTEM AT 2" TEE FITTING. REPLACE TEE FITTING WITH 90-DEG FITTING TO MAINTAIN THE WEST 2" LATERAL. PROTECT IN PLACE EX IRRIGATION SYSTEM TO REMAIN. THIS INCLUDES BUT IS NOT LIMITED TO EX LATERALS, VALVES, PIPE SLEEVES, ROTOR HEADS, AND OTHER NECESSARY APPURTENANCES. SALVAGE AND STORE ALL EX IRRIGATION VALVES & VALVE BOXES FOR REUSE WITHIN THE IMPROVED AREA. ANY SALVAGED MATERIAL TO BE REUSED TO BE INSPECTED BY CITY INSPECTION OR PARKS MAINTENANCE PERSONNEL PRIOR TO REINSTALLATION. CAP EX 1-1/4" LATERAL EX SERVICE CABINET AND CONTROLLER TO BE RELOCATED BY OTHERS, SEE SHEET E1.0 FOR SERVICE CABINET RELOCATION. CONTRACTOR SHALL CONTACT CITY PARKS MAINTENANCE MANAGER AT 425-430-6618 OR 425-766-6190 FOR SYSTEM SHUTOFF AND ISOLATION PRIOR TO DEMOLITION OF IRRIGATION SYSTEM. I1 I2 I3 I4 I5 I6 DEMOLITION LEGEND SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW. N DEMO LIMITS FOR EX IRRIGATION SYSTEM SCALE: IRRIGATION PLAN GATEWAY AS-BUILT - FOR REFERENCE ONLY NTS START DEMO OF GATEWAY IRRIGATION SYSTEM AT EX 2" TEE. I6 I4 I2 I3 I2 I2 I2 I2 I5 R-434505 I1 4/15/2025 6 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 TESC DETAILS D1.2 SCALE: CATCH BASIN INSERT DETAIL N.T.S. 1 D1.0 SCALE: STABILIZED CONSTRUCTION ENTRANCE N.T.S. 2 D1.0 SCALE: TREE PROTECTION ZONE FENCE DETAIL N.T.S. 3 D1.0 R-434506 4/15/2025 LO G A N A V E S S 3RD ST 1L 2L 3C 4L 5 C 6L 7C 8 L 10L 9C 16 L 15L 11L 12L 13 L 14L 19L 22L 23L 2 4 L 25L 26L 27L 28L 29L 30L 34 L 3 5 L 36L 37 L 44L 45 L 43L42L 41L 86L 87 L 88 C 89 C 90L 80 C 5 0 L 51C 52C 6 7 C 77C 81C 82 C 83C 8 4 C 85 C 91L 7 9 C 97L 98L 99C 100L 101L 102L 103C 1 0 4 L 105 L 9 5 L 94 C 93C 9 2 L 1 0 8 L 109L 110L 111L 112L 113L 114 L 115 L 1 1 6 L 117L 11 9 L 12 5 L 126L 12 7 L 12 8 L 129L 13 0 L 13 1 L 132L 13 3 L 3 1 L 32 L 33L 96L 11 8 L 1 0 7 L 1 0 6 L 40L 3 9 L 3 8 L 69 C 70L 71C 72L 73 L 74L 75 L 7 6 L 78C 48L 17L 18L 20L 21L 46L 47L 4 9 L 53L 54 C 55L 56C 57 L 58L 59 L 61 L 62L 63L 64L 6 5 C 66L 68L 60L 120L 12 1 L 122L 123L 12 4 L N 178064.23 E 1299989.95 N 178063.50 E 1300017.33 N 178084.41 E 1299993.90 N 178078.47 E 1299974.00 N 178101.70 E 1299974.53 Ø6.75'Ø6.75' Ø6.75' Ø6.75' Ø6.75' 0.67' 13. 0 0 ' 2.50' 4.33' 18. 3 8 ' 13. 0 0 ' 4. 6 0 ' 23. 7 4 ' 6.00' 8.0 0 ' 4.5 0 ' 2.00' 5. 0 0 ' FUTURE PLAY AREA 1 2 . 0 0 ' 12.00' 2.50' 0.67' 4.5 0 ' CONC SIDEWALK CONC SIDEWALK CONC DRIVEWAY CONC SIDEWALK 6. 0 0 ' 7.5 0 ' 7 . 5 0 ' 7.50' CONC DRIVEWAY 12.00'8.00' 2 2 1 2 2 2 1 1 1 1 1 1 3 3 3 3 4 4 4 CONC SIDEWALK CONC SIDEWALK CONC SIDEWALK CONC SIDEWALK 5 5 6.00 ' 2 2 7 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 N HARDSCAPE PLAN C1.0 MAT C H L I N E A MATCH LINE B SANITARY SEWER CONNECTION STO R M D R A I N C O N N E C T I O N MAT C H L I N E A STO R M D R A I N C O N N E C T I O N MATCH LINE B SANITARY SEWER CONNECTION LEGEND SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW. PROPERTY LINE APPROX LIMITS OF WORK 6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE 6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOES PER DETAIL 3 ON SHEET D1.2 EXISTING CONCRETE PAVING 4" FIBER REINFORCED CONCRETE PAVING (LIGHT BROOM FINISH) OVER 4" AGGREGATE BASE 10" CONCRETE DRIVEWAY CONCRETE SITE FEATURES (WALLS, BENCHES, STAIRS, ETC.,) SEE URBAN DESIGN PLAN AND DETAILS ASPHALT PAVING FUTSAL COURT SURFACING PLAY AREA SURFACING (NOT INCLUDED IN THIS PHASE) GRAVEL (MATCH EXISTING CONDITIONS) 3 L1.2 1 L1.2 2 L1.2 NOTES 1.SEE SHEET C1.1 FOR LINE AND CURVE TABLE 2.SEE SHEETS L1.1 , L1.2 AND L1.3 FOR DETAILS 3.ASPHALT PAVING WITHIN CITY AND SPU ROW SHALL MATCH EXISTING PAVEMENT THICKNESS IN ACCORDANCE WITH COR STD PLANS 110, 110.1, AND 110.2. HARDSCAPE KEY NOTES MATCH EX CONC AT NEAREST JOINT OR SCORING, TYP. MATCH EX ASPHALT PAVEMENT AT SAW CUT LOCATION OR ASPHALT PAVING PER DETAIL L1.2 (WHICHEVER IS GREATER), TYP. MATCH EX TOP BACK OF CURB, TYP. CONC CURB & GUTTER REPLACEMENT PER COR STD PLAN 103. CONC FOR TRENCH DRAIN. SEE UTILITY PLAN AND DETAILS. 1 2 3 4 5 3 L1.2 3 L1.2 R-434507 4/15/2025 LINE AND CURVE TABLE LABEL 1L 2L 3C 4L 5C 6L 7C 8L 9C 10L 11L 12L 13L 14L 15L 16L 17L 18L 19L 20L 21L 22L 23L 24L 25L LENGTH/RADIUS 10.04 69.77 5.00 24.40 3.00 82.54 3.00 21.17 18.50 66.09 58.82 15.64 76.35 8.00 13.50 55.82 4.28 7.89 67.00 7.89 4.28 7.61 5.50 44.11 25.67 DIRECTION/DELTA S19° 38' 52.10"W S70° 27' 26.83"E 53°07'48.36" S70° 27' 26.83"E 112°12'47.03" S41° 45' 20.20"W 90°00'00.00" N48° 14' 39.80"W 40°26'08.11" S41° 45' 20.20"W S41° 45' 20.20"W N88° 40' 47.90"W S1° 19' 12.10"W S88° 04' 34.16"E N88° 03' 44.34"W S1° 19' 12.10"W S41° 45' 20.20"W S41° 45' 20.20"W N41° 45' 20.20"E N41° 45' 20.20"E N41° 45' 20.20"E N41° 45' 20.20"E N86° 45' 20.20"E S48° 14' 39.80"E S41° 45' 20.20"W LINE AND CURVE TABLE LABEL 26L 27L 28L 29L 30L 31L 32L 33L 34L 35L 36L 37L 38L 39L 40L 41L 42L 43L 44L 45L 46L 47L 48L 49L 50L LENGTH/RADIUS 14.33 10.00 14.33 22.77 4.49 40.68 5.50 7.61 3.44 19.20 15.27 5.69 4.28 36.73 5.31 10.00 2.01 11.12 8.88 13.96 7.89 1.50 0.68 10.78 15.59 DIRECTION/DELTA S41° 45' 20.20"W S41° 45' 20.20"W S41° 45' 20.20"W S41° 45' 20.20"W N88° 20' 47.69"W N48° 14' 39.80"W N3° 14' 39.80"W N41° 45' 20.20"E S19° 32' 45.06"W S48° 14' 39.80"E S89° 31' 21.17"E N8° 06' 41.14"E S48° 14' 39.80"E S48° 14' 39.80"E N89° 34' 40.21"W N89° 32' 58.89"W S0° 28' 38.83"W N89° 31' 21.17"W S89° 31' 21.17"E S0° 28' 38.83"W S89° 19' 16.57"E S26° 41' 58.17"E S64° 10' 15.28"W S32° 28' 55.48"E S37° 58' 35.55"E LINE AND CURVE TABLE LABEL 51C 52C 53L 54C 55L 56C 57L 58L 59L 60L 61L 62L 63L 64L 65C 66L 67C 68L 69C 70L 71C 72L 73L 74L 75L LENGTH/RADIUS 27.50 35.50 10.50 46.00 1.53 47.50 4.94 25.22 13.07 4.00 6.00 0.99 0.94 1.50 46.00 10.50 35.50 10.50 46.00 1.50 47.50 7.58 23.96 12.00 16.71 DIRECTION/DELTA 18°39'34.35" 53°01'09.46" N39° 11' 48.33"E 7°31'58.96" N30° 20' 40.01"E 12°37'00.37" N1° 31' 22.91"E S70° 35' 11.68"E S1° 31' 22.91"W S88° 28' 37.09"E S1° 31' 22.91"W N88° 28' 37.09"W N26° 34' 14.18"W S61° 49' 59.06"W 8°40'15.68" N52° 06' 55.17"E 65°58'56.91" N61° 54' 07.92"W 6°16'35.97" N68° 10' 43.89"W 5°42'30.85" N88° 28' 37.09"W N1° 31' 22.91"E S88° 28' 37.09"E S1° 31' 18.15"W LINE AND CURVE TABLE LABEL 76L 77C 78C 79C 80C 81C 82C 83C 84C 85C 86L 87L 88C 89C 90L 91L 92L 93C 94C 95L 96L 97L 98L 99C 100L LENGTH/RADIUS 11.96 35.50 27.50 37.00 37.00 20.00 28.00 20.00 31.00 30.33 10.00 5.56 10.00 53.00 16.00 16.00 3.55 6.00 4.00 5.72 10.00 14.87 1.25 4.00 1.25 DIRECTION/DELTA S52° 12' 55.88"E 63°39'51.25" 5°47'25.03" 39°54'40.95" 34°24'41.94" 32°09'25.95" 205°16'16.50" 32°09'25.95" 90°24'51.60" 89°51'26.04" N89° 34' 40.21"W S0° 28' 38.83"W 23°15'04.27" 14°40'37.84" S80° 56' 54.73"E N83° 31' 06.94"E N6° 28' 53.06"W 92°14'53.16" 129°06'47.79" N43° 20' 47.69"W S41° 45' 20.20"W S88° 20' 47.69"E N1° 39' 09.82"E 180°00'01.10" S1° 39' 09.82"W LINE AND CURVE TABLE LABEL 101L 102L 103C 104L 105L 106L 107L 108L 109L 110L 111L 112L 113L 114L 115L 116L 117L 118L 119L 120L 121L 122L 123L 124L 125L LENGTH/RADIUS 14.87 1.25 4.00 5.72 11.00 4.28 41.20 3.88 3.24 19.08 8.00 14.87 12.91 2.12 11.00 18.62 9.47 15.76 10.74 9.22 10.94 8.51 2.29 7.19 4.00 DIRECTION/DELTA S88° 20' 47.69"E N1° 39' 12.31"E 135°00'03.10" S43° 20' 47.69"E N46° 39' 12.31"E S48° 14' 39.80"E S48° 14' 39.80"E S48° 14' 39.80"E S88° 20' 47.69"E S88° 20' 47.69"E S88° 20' 47.69"E S88° 20' 47.69"E S88° 20' 47.69"E N46° 39' 12.31"E N46° 39' 12.31"E S43° 20' 47.69"E S88° 22' 50.90"E N29° 44' 45.97"E S17° 14' 20.40"W S88° 26' 04.57"E S1° 21' 51.81"W S72° 37' 34.80"W S88° 39' 00.88"E N1° 24' 25.13"E N1° 49' 08.20"E LINE AND CURVE TABLE LABEL 126L 127L 128L 129L 130L 131L 132L 133L LENGTH/RADIUS 8.00 4.00 4.00 8.00 4.00 4.00 8.00 4.00 DIRECTION/DELTA S88° 10' 51.80"E S1° 49' 08.20"W N1° 24' 51.62"E S88° 35' 08.38"E S1° 24' 51.62"W N1° 29' 38.39"E S88° 30' 21.61"E S1° 29' 38.39"W 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 8 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 HARDSCAPE PLAN - LINE AND CURVE TABLE C1.1 NOTES 1.SEE SHEETS C1.0 FOR LINE AND CURVE LABEL PLAN LOCATIONS. LINE AND CURVE TABLE LEGEND XXL XXC XX1 LINE LABEL NUMBER CURVE LABEL NUMBER LINE/CURVE OF PROPOSED IMPROVEMENTS TO MATCH NEAREST SCORING OR JOINT LOCATION OF EXISTING CONCRETE. R-434508 4/15/2025 LO G A N A V E S S 3RD ST #1, 34.84' #4, 35.20' #6, 35.00' #8, 34.91' #14, 34.85' #16, 35.23' #20, 35.05' #28, 35.34' #29, 35.56' #31, 36.10' #33, 36.00' #35, 36.10' #2, 34.82' #3, 34.90' #5, 35.35' #7, 35.15' #9, 35.25' #13, 34.95' #15, 34.97'#17, 35.36' #19, 35.48' #21, 35.17'#24, 35.23' #44, 36.63' #45, 36.37' #10, 35.17' #11, 34.99' #22, 35.18' #49, 35.42' #50, 35.50' #51, 35.61' #52, 35.53' #53, 35.90' #54, 35.90' #56, 35.53' #57, 35.61' #58, 35.50' #59, 35.42' #60, 35.13' #61, 35.39' #62, 35.46' #63, 35.46' #64, 35.54' #65, 35.31' #66, 35.13' #69, 35.43' #70, 35.31'#71, 35.13' #72, 35.33' #73, 35.21' #74, 35.03' #75, 35.14' #76, 35.02' #77, 34.99' #78, 34.95' #79, 34.83' #80, 34.96' #86, 34.87' #87, 34.82' #90, 35.59' #91, 35.39' #92, 35.42' #93, 35.59'#94, 35.65'#95, 35.80' #96, 35.80' #97, 35.82' #98, 35.96' #99, 35.83' #100, 35.88' #101, 35.93' #103, 36.19' #108, 35.77' #107, 35.74' #106, 35.69'#105, 35.55'#104, 35.35' #46, 36.51' #47, 36.57' #48, 36.62' #159, 36.38' #157, 36.43' #158, 36.44' MATCH EX TBC, TYP. MATCH EX TBC, TYP. TRENCH DRAIN, SEE UTILITY SHEETS & DETAILS TRENCH DRAIN, SEE UTILITY SHEETS & DETAILS 12.00' PITCH AND ADJACENT SIDEWALK SLOPE TO TRENCH DRAIN 35 35 3 5 35 35 36 37 37 3 7 3 8 38 38 36 37 TOP CONC WALL 0.5' ABOVE ADJACENT WALK TOP CONC WALL EL = 38.40' TOP CONC WALL EL = 38.40' TOP CONC WALL EL = 37.40' TOP CONC WALL EL = 37.40' LIGHTING BASE AREA EL = 36.63' 0. 8 3 % 0. 8 3 % 1.23 % 1 . 5 2 % 1 . 1 0 % 0.8 9 % 2. 0 8 % 2. 0 8 % 1.68% 1. 6 5 % 3.56 % 4.80% 1.51 % 1. 3 5 % 1.5 3 % 1.14% 1. 3 4 % 1 . 7 5 % 12.00' 1 2 . 0 0 ' 5. 0 0 ' CONC STAIRS CONC STAIRS CONC STAIRS CONC STAIRS CONC STAIRS TRENCH DRAIN AT LOW POINT SLOPE CORNER TO DRAIN TO TRENCH DRAIN, TYP. 0.2 2 % CONC SIDEWALK CROSS SLOPE = 1.5%, TYP. CONC SIDEWALK CROSS SLOPE = 1.5%, TYP. CONC SIDEWALK CROSS SLOPE = 1.5%, TYP.CONC SIDEWALK CROSS SLOPE = 1.5%, TYP. INLET AT LOW POINT EL = 36.14 1. 5 0 % 0.25% TRENCH DRAIN GRATE HIGH POINT, 35.25' 8.00' 1.50% 1.50% ACCESS ROAD CROSS SLOPE = 1.5%, TYP. 1.50% 1.68% STEP IN WALL 37.40' TO 38.40' STEP IN WALL 37.40' TO 38.40' PLANTER AREA, TYP. 0. 8 3 % 0. 8 3 % 2.2 7 % #18, 35.36' 3 2 3 2 1 1 2 2 2 LIGHTING BASE AREA EL = 35.98' LIGHTING BASE AREA EL = 35.82' LIGHTING BASE AREA EL = 35.92' #23, 35.24' #55, 35.87' 1. 0 9 % 0 . 3 9 % 1.53% 1.50% #171, 36.73' #172, 36.58' #173, 36.58' #174, 36.70' #176, 36.51' #175, 36.39' #147, 36.32' #177, 36.52' #149, 36.10' #148, 35.96' #178, 36.61' 1.50% 1. 5 0 % 1. 5 0 % TOP CONC WALL EL = 38.40'7 TOP CONC WALL EL = 38.40'7 TRENCH DRAIN GRATE HIGH POINT, 35.13' #67, 35.50' #68, 35.23' 1.18 % TRENCH DRAIN CONC GUTTER HIGH POINT 4. 7 7 % #102, 35.91' #150, 36.31' #151, 36.23' #152, 36.33' #153, 36.33' #154, 36.30' #155, 36.32' #156, 36.39' 6. 0 0 ' 6.00 ' 3.0 2 % 1.49% SLOPE PLAY AREA TO DRAIN TO INLET AT LOW POINT 6 CONC VERTICAL CURB8 5 CONC BENCH 1.5' TALL 1. 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 3. 8 4 % 1. 5 0 % MATCH EX CONC, TYP. MATCH EX CONC, TYP. MATCH EX CONC, TYP. MATCH EX CONC, TYP. MATCH EX CONC, TYP. 0. 5 1 % MATCH EX CONC, TYP. #214, 34.61' #215, 34.50' #216, 35.24' DEPRESSED CURB FOR 1.8 0 % 0.49 % #214, 34.61' 9 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 GRADING PLAN C2.0 MATCH LINE B SANITARY SEWER CONNECTION MAT C H L I N E A STO R M D R A I N C O N N E C T I O N NOTES 1.SEE SHEET C2.3 GRADING POINT TABLE 2.PROPOSED CONTOURS ARE APPROXIMATE. CONTRACTOR TO MATCH CONTOURS TO EXISTING GRADE ALONG PROJECT BOUNDARIES 3.SEE SHEET C3.2 FOR UTILITY DETAILS NORTH CURB AREA GRADING PLAN ENLARGEMENT S 3RD ST ACCESS GRADING PLAN ENLARGEMENT UPPER AND PLAY AREA GRADING PLAN ENLARGEMENT 1 C2.1 1 C2.2 2 C2.2 GRADING KEY NOTES FUTSAL COURT CONC WALL PER DETAIL 6 ON SHEET L1.1 CONC STAIRS PER DETAIL 4 ON SHEET L1.2 FUTSAL COURT CONC SEAT WALL PER DETAIL 1 ON SHEET L1.1 PLANTER CONC SEAT WALL AND CONC BENCH PER DETAIL 4 ON SHEET L1.1 SINGLE SIDE SEATING CONC BENCH PER DETAIL 5 ON SHEET L1.1 PLAY AREA CONC WALL PER DETAIL 7 ON SHEET L1.1 VIEWING AREA CONC WALL PER DETAIL 8 ON SHEET L1.1 CONC VERTICAL CURB PER DETAIL 1 ON SHEET L1.3 1 2 3 4 5 6 7 8 N MAT C H L I N E A STO R M D R A I N C O N N E C T I O N MATCH LINE B SANITARY SEWER CONNECTION LEGEND SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW. PROPERTY LINE APPROX LIMITS OF WORK 6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE 6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOES MAJOR CONTOUR MINOR CONTOUR GRADING POINT POINT NUMBERE L E V A T I O N #XX, XX.XX' R-434509 4/15/2025 #36, 36.09'#37, 35.99' #38, 35.96' #39, 36.08' #40, 36.11'#41, 36.14' #42, 36.14' #43, 36.13'#44, 36.63' #45, 36.37' #53, 35.90' #54, 35.90' #91, 35.39' #92, 35.42' #93, 35.59'#94, 35.65'#95, 35.80' #96, 35.80' #97, 35.82' #98, 35.96' #99, 35.83' #101, 35.93' #184, 36.31' #182, 36.34' #109, 38.40' #110, 38.40' #111, 38.47' #112, 38.47' #113, 38.47' #114, 38.35' #186, 37.58' #189, 37.58'#116, 38.23' #115, 38.35' #117, 38.41' #118, 38.43' #119, 38.42' #120, 38.49' #121, 38.58' #122, 38.42' #123, 38.37'#124, 38.35' #125, 38.41' #126, 38.43'#127, 38.32' #128, 38.31' #129, 38.35' #130, 38.42' #131, 38.43' #132, 38.30' #133, 38.40' #134, 38.40' #135, 38.40' #136, 38.40' #137, 38.40' #138, 38.38' #139, 38.40' #140, 38.40' #141, 38.40' #142, 38.40' #143, 38.40' #144, 38.20' #145, 38.20' #146, 38.20' #46, 36.51' #47, 36.57' #48, 36.62' #165, 36.94' #166, 36.89' #159, 36.38' #170, 36.84' #179, 36.79' #164, 36.99' #163, 36.90' #161, 37.05' #168, 36.86' #169, 36.73' #185, 36.22' #188, 37.49' #187, 37.49' #162, 36.94' #157, 36.43' #158, 36.44' #192, 36.77' #180, 36.68' #181, 36.22' #191, 36.59' #190, 36.69' #125, 38.41' #129, 38.35' PITCH AND ADJACENT SIDEWALK SLOPE TO TRENCH 36 37 37 3 7 3 8 38 38 36 37 TOP CONC BENCH EL = 39.93' TOP CONC SEAT WALL EL = 37.40' TOP CONC BENCH EL = 40.06' TOP CONC WALL 0.5' ABOVE ADJACENT WALK TOP CONC WALL EL = 38.40' TOP CONC WALL EL = 38.40' LIGHTING BASE AREA EL = 36.63' TOP CONC SEAT WALL EL = ±37.27' MATCH ADJACENT STAIRS TOP CONC SEAT WALL EL = ±37.38' MATCH ADJACENT STAIRS 0. 8 3 % 1.23 % 1 . 5 2 % 3.56 % 4.80% 1.51 % 1. 3 5 % 1.5 3 % 1.14% 1. 3 4 % 1 . 7 5 % CONC STAIRS CONC STAIRS CONC STAIRS CONC STAIRS CONC STAIRS TRENCH DRAIN AT LOW POINT INLET AT LOW POINT EL = 36.14 STEP IN WALL 37.40' TO 38.40' 0. 8 3 % 0. 8 3 % 13. 0 0 ' 2.50' 4. 3 3 ' 8.8 0 ' 9.5 8 ' 10. 0 0 ' HEIGHT = 2.50' BOTTOM OF STAIRS ELEV. 35.90' TOP OF STAIRS ELEV. 38.40' HEIGHT = 2.84'HEIGHT = 2.67' 1.25' R4.00' 1.25' R4.00' R4.00' R6. 0 0 ' HEIGHT = 2.60' TOP CONC BENCH EL = 39.93' SLOPE TO EX GRADE 4. 3 3 ' 13. 0 0 ' 2.50' 17. 0 8 ' 6.6 6 ' HEIGHT = 2.26' 19.08'8.00'14.87'12.91' 0.00' 13.1 2 ' 14.87' 14.87' 1.25' 5 . 7 2 ' 5 . 7 2 ' R53.00' 25. 6 7 ' 22. 7 7 ' 10.00' 1. 1 5 % 1.09 % 1.5 6 % 0.87% 0.74% 1.43 % 9. 2 6 % 1. 5 3 % 1. 3 6 % 1. 5 4 % 1. 8 9 % 1.5 3 % 0.89% 1.01% 1.23 % 1.5 0 % 1. 5 0 % 0. 5 0 % 0.59%0.00% 1.00% 4.43% 3.37 % 5.27'10.00' 10 . 0 0 ' 8. 0 0 ' 0. 5 1 % 3. 2 2 % 7. 5 0 ' 10.5 0 ' 8. 0 0 ' 6.00' 1.50% 1.50% 10 . 0 0 ' 1 . 5 0 % 1. 5 0 % 3.1 1 % 3.9 5 % 3.8 4 % 10 . 7 4 ' 1.50% 1. 2 8 % #167, 36.82' 1.00 % 3 3 2 3 TOP CONC SEAT WALL EL = 37.40'3 2 4 2 4 2 4 4 5 2 TOP CONC WALL EL = 37.40'1 LIGHTING BASE AREA EL = 35.92' 5.98' #171, 36.73' #147, 36.32' #177, 36.52' #178, 36.61' 2.29 % TOP CONC WALL EL = 37.40'1 TOP CONC WALL EL = 38.40'7 TOP CONC WALL EL = 38.40'7 4. 7 7 % 1 . 4 9 % 1.0 0 % 4.80 % 4.8 0 % 0. 5 5 % 0. 6 9 % 7.50' 7 . 5 0 ' 6. 0 0 ' 6.00 ' 10 . 5 0 ' 3.0 2 % 1. 5 0 % 1.5 0 % 0.9 0 % 1.1 4 % 6.0 0 ' 1.5 0 % 1.5 0 % 0.00 % 0.0 0 % 6.00 ' #183, 36.34' 1. 4 9 % 1.0 7 % 1.49% 8.00 ' 0.82 % 0.61 % #160, 37.01' 2 . 7 1 % 4 . 0 1 % LANDSCAPE BOULDER, TYP. 4.80% 4.80% 16.00' SLOPE TO EX GRADE SLOPE TO EX GRADE SLOPE PLAY AREA TO DRAIN TO INLET AT LOW POINT LANDSCAPE BOULDER, TYP. 6 CONC VERTICAL CURB8 CONC BENCH 1.5' TALL5 CONC BENCH 1.5' TALL5 CONC BENCH 1.5' TALL5 #208, 36.44' #209, 36.97' #210, 37.21' #211, 36.79' CONC WALKWAY CONC WALKWAY #212, 36.29' #213, 36.46' MATCH EX CONC, TYP. 0. 5 1 % SAWCUT AT EX JOINT 10 HOR: 1"=5' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 N GRADING PLAN ENLARGEMENTS (1 OF 2) C2.1 SCALE: UPPER AND PLAY AREA ENLARGEMENT 1" = 5'1 LEGEND SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW. PROPERTY LINE APPROX LIMITS OF WORK 6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE 6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOES MAJOR CONTOUR MINOR CONTOUR GRADING POINT NOTES 1.SEE SHEET C2.3 FOR GRADING POINT TABLE 2.PROPOSED CONTOURS ARE APPROXIMATE. CONTRACTOR TO MATCH CONTOURS TO EXISTING GRADE ALONG PROJECT BOUNDARIES 3.SEE SHEET C3.2 AND C3.3 FOR UTILITY DETAILS P O I N T N U M B E R ELEVATION #XX, XX.XX' GRADING KEY NOTES FUTSOL COURT CONC WALL PER DETAIL 6 ON SHEET L1.1 CONC STAIRS PER DETAIL 4 ON SHEET L1.1 FUTSAL COURT CONC SEAT WALL PER DETAIL 1 ON SHEET L1.1 PLANTER CONC SEAT WALL AND CONC BENCH PER DETAIL 4 ON SHEET L1.1 SINGLE SIDE SEATING CONC BENCH PER DETAIL 5 ON SHEET L1.1 PLAY AREA CONC WALL PER DETAIL 7 ON SHEET L1.1 VIEWING AREA CONC WALL PER DETAIL 8 ON SHEET L1.1 CONC VERTICAL CURB PER DETAIL 1 ON SHEET L1.3 1 2 3 4 5 6 7 8 R-434510 4/15/2025 #75, 35.14' #76, 35.02' #77, 34.99' #78, 34.95' #79, 34.83' #80, 34.96' #81, 34.69' #82, 34.62' #83, 34.73' #84, 34.67' #85, 34.74'#86, 34.87' #87, 34.82' #88, 34.35'#89, 34.48' TRENCH DRAIN, SEE UTILITY SHEETS & DETAILS 12.00' 35 CONC SIDEWALK CROSS SLOPE = 1.5%, TYP. 0.25%1.50%1.68% PLANTER AREA, TYP. 2.50'12.00'2.50' 4. 0 0 ' 1.08% 1. 5 0 % 1. 5 0 % 6. 0 0 ' MATCH EX TBC, TYP. SAWCUT AT EX JOINT 9. 7 5 % 9. 7 5 % 1.23% 1.08%1.50% 8.00' MATCH EX TBC, TYP. 1. 5 0 % DEPRESSED CURB FOR DRIVEWAY DROP PER COR STD. PLAN 102.4 #4, 35.20' #6, 35.00' #8, 34.91' #14, 34.85' #16, 35.23'#20, 35.05'#28, 35.34' #29, 35.56'#31, 36.10'#33, 36.00' #35, 36.10' #5, 35.35' #7, 35.15' #9, 35.25' #12, 35.13' #13, 34.95' #15, 34.97' #17, 35.36' #19, 35.48' #21, 35.17' #24, 35.23' #25, 35.46' #26, 35.42' #27, 35.38' #30, 35.63'#32, 36.17' #34, 36 . 0 7 ' #36, 36.09' #37, 35.99' #38, 35.96' #39, 36 . 0 8 ' #40, 36.11' #41, 36.14' #42, 36.14'#43, 36.13' #44, 36.63' #45, 36.37' #10, 35.17' #11, 34.99' #22, 35.18' #49, 35.42' #50, 35.50' #51, 35.61' #52, 35.53' #110, 38.40' #46, 36.51' #47, 36.57' MATCH EX TBC, TYP. 35 35 35 36 3 8 CONC S T A I R S CONC SIDEWALK CROSS SLOPE = 1.5%, TYP. HEIGHT = 2 . 2 6 ' 7.8 3 ' 2.2 7 % 1.06% 19.1 9 ' 10.00' 3.01 % 24 . 7 3 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 1.02%0.99%2.80% 1.5 0 % 1 . 5 0 % 0 . 5 0 % 0.59% 0.00% 1.00% 4.43% 3.37% 0 . 4 1 % 5.27' 10.00' 1 0 . 0 0 ' 8 . 0 0 ' 11 . 6 1 ' 1.30 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 1. 5 0 % 5.86% 1.00%2.80%5.86% 4.82% 5.12% #18, 35.36' 1. 8 1 % 1. 0 0 % 1. 0 0 % 0.51 % 10.1 0 % 3.22 % 2.81 % ADA LANDING, SLOPES SHALL NOT EXCEED 2.0% IN ANY DIRECTION 7.00'9.05'10.27' 4.15' 6.50'16.52'5.70' 0.82% 8. 0 0 ' 4.00 ' 15.7 4 ' 3. 4 4 ' 6.99% 7.02% 1. 5 0 % 1. 5 0 % 1. 5 0 % 4. 5 0 ' 7.76'8.30' 2.75% MATCH EX TBC, TYP. 1.40% 5.00 ' 1.50 % MATCH EX TBC, TYP. 2 CONC SIDEWALK CROSS SLOPE = 1.5%, TYP. CONC SIDEWALK CROSS SLOPE = 1.5%, TYP. LIGHTI N G B A S E A R E A EL = 35 . 8 2 ' 1.00' 5.98' #23, 35.24' TOP CO N C W A L L EL = 37 . 4 0 ' 1 1.50 % MATCH E X CONC, T Y P . DEPRESSED CURB FOR DRIVEWAY DROP PER COR STD PLAN 101 14.40' 1. 8 0 % 1. 5 0 % 0.49% SLOPES SHALL NOT EXCEED 2.0% IN ANY DIRECTION #214, 34.61' #215, 34.50' #216, 35.24' 11 HOR: 1"=5' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 N GRADING PLAN ENLARGEMENTS (2 OF 2) C2.2 N SCALE: NORTH CURBLINE AND ADJACENT AREA - PLAN ENLARGEMENT 1" = 5'1 SCALE: SOUTH DRIVEWAY DROP - PLAN ENLARGEMENT 1" = 5'2 NOTES 1.SEE SHEET C2.3 FOR GRADING POINT TABLE 2.PROPOSED CONTOURS ARE APPROXIMATE. CONTRACTOR TO MATCH CONTOURS TO EXISTING GRADE ALONG PROJECT BOUNDARIES 3.SEE SHEET C3.2 AND C3.3 FOR UTILITY DETAILS GRADING KEY NOTES FUTSAL COURT CONC WALL PER DETAIL 6 ON SHEET L1.1 CONC STAIRS PER DETAIL 4 ON SHEET L1.2 1 2 LEGEND SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW. PROPERTY LINE APPROX LIMITS OF WORK 6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE 6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOES MAJOR CONTOUR MINOR CONTOUR GRADING POINT P O I N T N U M B E R E L E V A T I O N #XX, XX.XX' R-434511 4/15/2025 Point Table POINT 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 NORTHING 178210.55 178206.30 178201.09 178196.03 178186.56 178193.66 178184.22 178190.66 178182.15 178178.42 178170.43 178181.19 178177.75 178185.88 178178.25 178183.67 178176.08 178178.09 178170.55 178176.18 178168.56 178168.05 178165.39 178165.81 178155.33 178161.30 178164.53 178168.72 178165.98 178161.73 EASTING 1299952.69 1299951.18 1299949.32 1299993.62 1299990.26 1300000.21 1299996.85 1300008.77 1300002.68 1299999.35 1300008.31 1300005.38 1300015.07 1300022.35 1300019.64 1300028.47 1300025.77 1300044.03 1300041.34 1300049.39 1300046.96 1300047.52 1300050.50 1300050.88 1300062.62 1300067.94 1300069.09 1300070.56 1300078.41 1300076.90 ELEV. 34.84 34.82 34.90 35.20 35.35 35.00 35.15 34.91 35.25 35.17 34.99 35.13 34.95 34.85 34.97 35.23 35.36 35.36 35.48 35.05 35.17 35.18 35.24 35.23 35.46 35.42 35.38 35.34 35.56 35.63 DESC. TOC/ME TOC/ME TOC TOC/ME TOC TOC/ME TOC TOC/ME TOP/TOC TOP TOP/TOC TOC/TOP TOP/TOC TOC/ME TOC TOC/ME TOC TOC/ME TOC TOC/ME TOC TOC TOC/BW TOC/BW TOC/BW TOC TOC TOC/ME TOC/ME TOC Point Table POINT 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 NORTHING 178163.36 178159.11 178158.25 178154.02 178158.18 178148.38 178148.47 178148.51 178142.54 178138.49 178138.45 178138.38 178140.38 178140.29 178148.29 178144.22 178144.12 178142.48 178160.06 178156.73 178161.97 178162.28 178132.90 178067.92 178068.05 178095.14 178100.63 178106.75 178110.08 178117.46 EASTING 1300085.67 1300084.20 1300099.86 1300098.34 1300108.74 1300097.53 1300087.53 1300082.27 1300076.94 1300081.47 1300087.45 1300097.45 1300097.47 1300108.59 1300108.66 1300108.62 1300116.51 1300116.57 1300039.05 1300042.78 1300048.34 1300053.83 1300086.74 1300028.73 1300024.24 1299993.90 1299993.58 1299998.16 1299994.43 1299968.89 ELEV. 36.10 36.17 36.00 36.07 36.10 36.09 35.99 35.96 36.08 36.11 36.14 36.14 36.13 36.63 36.37 36.51 36.57 36.62 35.42 35.50 35.61 35.53 35.90 35.90 35.87 35.53 35.61 35.50 35.42 35.13 DESC. TOC/ME TOC TOC/ME TOC TOC/ME TOC TOC TOC TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC TOC/ME TOC/ME TOC/ME TOC/ME TOC TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC TOC Point Table POINT 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 89 90 NORTHING 178101.50 178098.17 178097.67 178138.63 178138.27 178130.28 178132.61 178124.30 178117.88 178117.70 178117.42 178084.75 178084.57 178084.29 178073.42 178073.23 178072.95 178062.30 178062.03 178061.62 178059.55 178052.36 178059.49 178052.12 178056.03 178055.62 178051.54 178052.04 178051.62 178081.24 EASTING 1299986.77 1299990.50 1299990.05 1299947.88 1299963.51 1299972.47 1299947.74 1299968.78 1299947.40 1299955.40 1299967.39 1299946.63 1299954.63 1299966.63 1299946.37 1299954.37 1299966.37 1299946.12 1299954.11 1299966.11 1299943.70 1299943.52 1299945.99 1299951.38 1299953.97 1299965.97 1299968.37 1299953.88 1299965.88 1300008.46 ELEV. 35.39 35.46 35.46 35.54 35.31 35.13 35.50 35.23 35.43 35.31 35.13 35.33 35.21 35.03 35.14 35.02 34.99 34.95 34.83 34.96 34.69 34.62 34.73 34.67 34.74 34.87 34.82 34.35 34.48 35.59 DESC. TOC TOC/BW TOC/BW TOP TOP TOP/TOC TOP TOP/TOC TOP TOP TOP/TOC TOP TOP TOP/TOC TOP TOP TOP/TOC TOP TOP/TOC TOP/TOC TOC/ME TOC/ME TOC TOC TOC TOC TOC TOC TOC TOC/BW Point Table POINT 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116 117 118 119 120 NORTHING 178064.80 178064.71 178064.16 178063.93 178063.50 178063.13 178064.58 178072.13 178058.60 178058.33 178061.39 178058.06 178057.81 178049.37 178048.53 178047.48 178047.15 178046.88 178133.45 178133.38 178128.77 178123.88 178119.71 178110.89 178096.57 178096.85 178093.32 178086.66 178084.12 178079.93 EASTING 1300026.87 1300030.11 1300049.18 1300057.18 1300072.04 1300084.94 1300086.49 1300094.49 1300107.26 1300116.73 1300118.48 1300126.12 1300135.33 1300045.93 1300074.11 1300112.63 1300124.62 1300135.07 1300087.41 1300097.41 1300097.37 1300096.52 1300094.89 1300092.70 1300092.38 1300094.86 1300095.26 1300089.74 1300086.31 1300087.13 ELEV. 35.39 35.42 35.59 35.65 35.80 35.80 35.82 35.96 35.83 35.88 35.93 35.91 36.19 35.35 35.55 35.69 35.74 35.77 38.40 38.40 38.47 38.47 38.47 38.35 38.35 38.23 38.41 38.43 38.42 38.49 DESC. TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC TOC TOC TOC TOC/ME TOC/ME TOC/ME TOC/ME TOC/ME TOC/ME TOC/BW TOC/BW TOC TOC TOC TOC TOC TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW Point Table POINT 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 NORTHING 178075.77 178068.22 178072.38 178073.37 178069.75 178068.50 178068.93 178070.18 178074.29 178070.41 178069.16 178069.59 178076.73 178083.30 178084.96 178094.66 178091.77 178100.23 178103.11 178112.81 178111.15 178123.89 178128.85 178078.32 178097.17 178106.89 178147.34 178152.28 178143.89 178130.83 EASTING 1300091.05 1300083.05 1300079.13 1300074.80 1300072.22 1300072.19 1300057.32 1300057.36 1300053.47 1300049.36 1300049.32 1300034.46 1300040.84 1300046.70 1300044.84 1300053.49 1300056.72 1300064.27 1300061.04 1300069.70 1300071.56 1300082.94 1300087.37 1300062.29 1300079.12 1300082.52 1300154.51 1300154.64 1300178.42 1300178.08 ELEV. 38.58 38.42 38.37 38.35 38.41 38.43 38.32 38.31 38.35 38.42 38.43 38.30 38.40 38.40 38.40 38.40 38.40 38.38 38.40 38.40 38.40 38.40 38.40 38.20 38.20 38.20 36.32 35.96 36.10 36.31 DESC. TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC TOC TOC TOC TOC TOC TOC TOC TOC TOC TOC TOC/LP TOC/LP TOC/LP TOC/ME TOC TOC TOC Point Table POINT 151 152 153 154 155 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 NORTHING 178130.72 178124.72 178124.75 178125.59 178124.88 178130.68 178138.08 178141.58 178142.88 178129.20 178133.40 178127.07 178123.88 178128.01 178129.94 178124.23 178119.62 178124.13 178089.24 178085.71 178080.76 178085.32 178084.77 178080.47 178080.27 178056.33 178056.64 178073.35 178080.68 178085.27 EASTING 1300182.08 1300181.92 1300180.93 1300180.51 1300179.19 1300175.34 1300168.11 1300163.19 1300163.94 1300117.25 1300122.36 1300126.39 1300122.54 1300118.18 1300161.47 1300167.06 1300161.14 1300156.73 1300163.74 1300170.36 1300179.62 1300181.76 1300183.14 1300181.16 1300188.74 1300188.10 1300176.11 1300176.55 1300167.10 1300161.17 ELEV. 36.23 36.33 36.33 36.30 36.32 36.39 36.43 36.44 36.38 37.01 37.05 36.94 36.90 36.99 36.94 36.89 36.82 36.86 36.73 36.84 36.73 36.58 36.58 36.70 36.39 36.51 36.52 36.61 36.79 36.68 DESC. TOC TOC TOC TOC TOC TOC TOC/BW TOC/BW TOC TOC/ME TOC/BW TOC/BW TOC/BW TOC/ME TOC/ME TOC/ME TOC/BW TOC/BW TOC/BW TOC TOC TOC TOC/ME TOC/ME TOC/ME TOC/ME TOC/ME TOC TOC TOC/BW 1 1 1 1 1 1 1 2 2 2 2 2 2 Point Table POINT 181 182 183 184 185 186 187 188 189 190 191 192 208 209 210 211 212 213 214 215 216 NORTHING 178075.49 178068.32 178070.71 178072.01 178077.22 178108.37 178107.43 178099.05 178098.38 178107.33 178099.13 178103.01 178089.05 178088.75 178115.98 178115.69 178080.59 178080.11 178205.16 178197.84 178182.26 EASTING 1300131.52 1300129.30 1300123.81 1300124.55 1300127.53 1300108.50 1300114.42 1300114.24 1300108.27 1300115.08 1300114.90 1300167.03 1300117.88 1300117.28 1300117.09 1300117.70 1300124.12 1300123.66 1300017.26 1300037.85 1300032.40 ELEV. 36.22 36.34 36.34 36.31 36.22 37.58 37.49 37.49 37.58 36.69 36.59 36.77 36.44 36.97 37.21 36.79 36.29 36.46 34.61 34.50 35.24 DESC. TOC TOC/ME TOC/BW TOC/BW TOC/BW TOC TOC/BW TOC/BW TOC TOC/BW TOC/BW TOC/LP TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW TOC/BW FG/TOP FG/TOP TOC/ME 1 2 2 12 HOR: 1"=5' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 GRADING POINTS C2.3 NOTES 1.SEE SHEETS C2.0, C2.1, C2.2 FOR GRADING POINT PLAN LOCATIONS GRADING POINT LEGEND BW FG ME TOC TOP XX1 XX2 BOTTOM OF WALL FACE AS IT MATCHES ADJACENT SURFACE FINISHED GRADE MATCH EXISTING TOP OF CONCRETE / CONCRETE CURB TOP OF PAVEMENT (ASPHALT) ELEVATION TO MATCH BOTTOM STAIRS/ BOTTOM OF WALL FACE WITH ADJACENT SURFACE ELEVATION TO MATCH TOP STAIRS/ BOTTOM OF WALL FACE WITH ADJACENT SURFACE R-434512 4/15/2025 13 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 UTILITY NOTES C3.0 STORM DRAINAGE UTILITY 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) FOOTAND 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. SANITARY SEWER UTILITY 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. WATER UTILITY NOTES 1.ALL WORK AND MATERIALS SHALL BE IN ACCORDANCE WITH THE LATEST EDITION OF THE CITY OF RENTON PUBLIC WORKS STANDARD SPECIFICATIONS AND SPECIAL PROVISIONS AND WSDOT / APWA STANDARD SPECIFICATIONS, LATEST EDITION AS AMENDED BY THE CITY OF RENTON. A SET OF CITY APPROVED PLANS SHALL BE KEPT AT THE JOB SITE WHENEVER CONSTRUCTION IS IN PROGRESS. A PRE -CONSTRUCTION CONFERENCE SHALL BE HELD PRIOR TO THE START OF CONSTRUCTION. THE CONTRACTOR AND OR DEVELOPER SHALL BE RESPONSIBLE FOR SECURING ALL NECESSARY PERMITS PRIOR TO CONSTRUCTION. 2.ALL EXISTING UTILITIES SHALL REMAIN IN SERVICE DURING CONSTRUCTION UNLESS OTHERWISE NOTED. THE CONTRACTOR SHALL CALL 1- 800-424- 5555 TO VERIFY UTILITY LOCATIONS BEFORE BEGINNING EXCAVATION. 3.ALL MATERIALS USED FOR THE CONSTRUCTION OF WATER SYSTEM IMPROVEMENTS SHALL BE NEW AND UNDAMAGED, AND CATALOG CUTS FOR ALL MATERIALS SHALL BE APPROVED IN WRITING BY THE CITY OF RENTON PRIOR TO BRINGING ANY MATERIALS ON- SITE. 4.ALL WATER MAIN PIPE MATERIALS SHALL BE CEMENT LINED DUCTILE IRON PIPE, THICKNESS CLASS 52 PER AWWA C 151 AND C104. PIPE JOINTS SHALL BE PUSH -ON OR MECHANICAL JOINT. CAST IRON OR DUCTILE IRON PIPE FITTINGS SHALL BE CLASS 250 AS PER ANSI/ AWWA C110/ A21. 10- 82. ALL DUCTILE IRON PIPE AND FITTINGS SHALL BE WRAPPED WITH 8 -MIL BLACK, TUBE -TYPE, POLYETHYLENE PLASTIC PER AWWA C105 STANDARDS. 5.MINIMUM COVER FROM TOP OF WATER MAINS TO FINISHED GRADE SHALL BE 36 INCHES FOR PIPE DIAMETER OF 10 -INCH OR LESS AND 48 INCHES FOR PIPE DIAMETER OF 12 -INCH AND LARGER. MAXIMUM COVER FOR ALL WATER MAINS SHALL BE 60 INCHES. ANY DEVIATIONS MUST BE APPROVED BY THE CITY OF RENTON PRIOR TO CONSTRUCTION. WHERE UTILITY CONFLICTS OCCUR, THE PROFILE OF THE WATER MAIN SHALL BE ADJUSTED AS NECESSARY TO CLEAR CONFLICTS AND TO PROVIDE MINIMUM COVER. PIPE DEFLECTION SHALL NOT EXCEED ONE- HALF OF PIPE MANUFACTURER'S SPECIFICATION FOR SIZE OF PIPE USED. ALL TRENCH BACKFILL SHALL BE COMPACTED TO 95 PERCENT MAXIMUM DRY DENSITY AS DETERMINED BY THE MODIFIED PROCTOR TEST METHOD ( MDD) IN ROADWAYS, ROADWAY SHOULDERS, ROADWAY PRISM AND DRIVEWAYS, AND 85 PERCENT MDD IN UNPAVED AREAS. ALL PIPE ZONE COMPACTION SHALL BE 95 MDD. 6.CONCRETE BLOCKING FOR WATER MAINS SHALL BE DESIGNED, INSTALLED AND POURED IN PLACE IN ACCORDANCE WITH CITY OF RENTON STANDARD DETAILS AND SPECIFICATIONS AND SHALL BE INSTALLED AT ALL VERTICAL AND HORIZONTAL BENDS, FITTINGS AND BASE OF HYDRANTS. MEGA -LUGS ( OR SIMILAR PRODUCT) MAY BE REQUIRED ON ALL MECHANICAL JOINTS IN ADDITION TO CONCRETE BLOCKING. 7.ALL NEW WATER MAIN PIPES AND FITTINGS SHALL HAVE A FOAM PIPE PIG RUN THROUGH THEM PRIOR TO BEING FLUSHED, DISINFECTED, AND TESTED. CLEANING, PRESSURE AND PURITY TESTING SHALL BE DONE IN THE PRESENCE OF AND UNDER THE SUPERVISION OF A CITY OF RENTON UTILITY INSPECTOR. THE CONTRACTOR SHALL SUPPLY, INSTALL AND REMOVE PLUGS, CORPORATION STOPS, BLOW -OFF ASSEMBLIES, AND THRUST RESTRAINT / BLOCKING FOR TESTING AND PURITY ACCEPTANCE. NO CONNECTION SHALL BE MADE BETWEEN THE NEW MAIN OR BETWEEN THE NEW WET -TAP VALVE TO AN EXISTING MAIN UNTIL THE NEW PIPING HAS BEEN FOAM -PIGGED, DISINFECTED, FLUSHED, AND PASSED BOTH PRESSURE AND PURITY TESTING. 8.NEW WATER MAINS INCLUDING SERVICE LATERALS SHALL BE TESTED AT A STATIC PRESSURE OF 150 PSI ABOVE WORKING PRESSURE WITH A MINIMUM OF 225 PSI TEST PRESSURE FOR 120 MINUTES WITH A MAXIMUM OF 5 PSI PRESSURE DROP DURING THE ENTIRE TEST PERIOD. UPON SATISFACTORY COMPLETION OF THE PRESSURE TEST, THE LINE SHALL BE DISINFECTED, FLUSHED, AND THEN WATER SAMPLES SHALL BE TAKEN FOR PURITY TESTING BY THE PUBLIC WORKS INSPECTOR. 9.THE CONTRACTOR SHALL NOTIFY THE CITY OF RENTON WATER UTILITY AND MAINTENANCE DEPARTMENTS AT LEAST 10 WORKING DAYS PRIOR TO MAKING CONNECTIONS TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL EXPOSE THE EXISTING WATER MAIN AND FITTINGS AT THE CONNECTION POINT BEFORE ORDERING THE NECESSARY ADAPTORS AND FITTINGS REQUIRED FOR THE FINAL CONNECTION. THE CONTRACTOR SHALL EXCAVATE, REMOVE ALL SURFACE MATERIALS, AND PROVIDE SHORING AND ALL MATERIALS REQUIRED FOR THE CITY OF RENTON TO PERFORM THE CONNECTION TO THE EXISTING WATER SYSTEM. THE CONTRACTOR SHALL PROVIDE AND INSTALL BACKFILL, CONCRETE BLOCKING, AND COMPLETE SURFACE RESTORATION. STORM DRAINAGE UTILITY NOTES CONT'D WW P - 2 7 - 4 3 4 5 WT R - 2 7 - 4 3 4 5 R-434513W-434501S-434501 4/15/2025 LO G A N A V E S S 3RD ST 5 SD #1, CB TYPE 1 N: 178175.67 E: 1300013.99 RIM = 34.96 IE (W) = 32.40 (8" SD IN) IE (SE) = 32.40 (6" SD IN) IE (NE) = 32.40 (8" DI SD OUT) 22 L F 8 " S D @ 0 . 4 7 % IE (E) = 31.80 (12" EX. RCP SD IN) IE (SW) = 32.13 (8" DI SD IN) IE (W) = 31.80 (12" EX. RCP SD OUT) PRIVATE 139 LF 6" SS @ 2.08% PRI V A T E 8 2 L F 6 " S S @ 2 . 0 7 % 31 LF 8" SD @ 6 . 7 0 % 3 0 L F 8 " S D @ 1 . 9 8 % 37 L F 8 " D I S D @ 2 . 7 2 % 53 L F 6 " C O L L E C T O R @ 1 . 8 8 % P R I V A T E 1 6 L F 6 " S S @ 3 . 0 3 % PR I V A T E 2 8 L F 6 " S S @ 2 . 0 7 % PRIVATE SSMH #1, TYPE 1-48" N: 178115.72 E: 1299961.35 RIM = 35.21 IE (E) = 27.90 (6" SS IN) IE (N) = 27.90 (6" SS IN) IE (S) = 27.80 (6" SS OUT) 53 L F 8 " D I S D @ 0 . 5 0 % 2 8 L F 6 " C O L L E C T O R @ 1 . 0 0 % PRIVATE 9 LF 6" SS @ 105.02% 14 LF 8" SD @ 2.19% 13 LF 8" SD @ 7.25% 45° VERTICAL BEND NORTHING: 178031.52 EASTING: 1299959.41 IE (N) = 25.70 (6" SS IN) IE (S) = 25.70 (6" SS OUT)13 SD #2, CB TYPE 1 N: 178061.95 E: 1299980.59 RIM = 35.08 IE (W) = 32.00 (8" SD IN) IE (S) = 32.00 (8" SD OUT) SD #3, CB TYPE 1 N: 178077.55 E: 1300130.04 RIM = 36.14 IE (NW) = 33.53 (8" SD IN) IE (NE) = 33.70 (6" SD IN) IE (S) = 33.53 (8" SD OUT) 7 7 12" Ø AREA INLET NORTHING: 178103.27 EASTING: 1300113.30 RIM = 37.49 IE (W) = 34.13 (8" SD IN) IE (SE) = 34.13 (8" SD OUT) 36 L F 4 " T D @ 0 . 5 0 % 74 L F 4 " T D @ 0 . 5 0 % 12 1 77 L F 6 " C O L L E C T O R @ 1 . 0 0 % HP IE = 35.4222.5° WYE NORTHING: 178112.19 EASTING: 1300100.40 IE (SE) = 30.80 (6" SS IN) IE (E) = 30.80 (6" SS IN) IE (W) = 30.80 (SS OUT) 7 7 7 7 55 L F 4 " T D @ 0 . 5 0 % 5 1 MP IE = 35.11 HP IE = 35.27 MP IE = 34.82 MP IE = 35.00 HP IE = 35.27 HP IE = 35.22 MP IE = 34.79 HP IE = 33.71 HP IE = 33.92 HP IE = 33.92 HP IE = 33.92 HP IE = 33.92 MP IE = 33.53 MP IE = 33.53 MP IE = 33.53 HP IE = 33.92 8 EX. SD #506884, CB TYPE 1 RIM = 34.51 IE (N) = 31.06 (8" SD IN) IE (S) = 30.73 (12" EX. HDPE OUT)EX. SD #506878, CB TYPE 2-48" RIM = 35.47 IE (S) = 32.72 (12" EX. HDPE IN) IE (N) = 32.52 (8" SD IN) IE (W) = 32.19 (12" EX. HDPE OUT) TOP OF GRATE = 34.96 IE (E) = 32.30 (8" SD OUT) END TRENCH DRAIN 8" BOTTOM OUTLET N: 178062.35 E: 1299966.88 6" STORM CLEANOUT N: 178121.55 E: 1299968.70 RIM = 33.19 IE = 33.16 (6" SD OUT) 2 TOP OF GRATE = 35.13 START TRENCH DRAIN N: 178117.40 E: 1299968.15 3 PRIVATE 14 LF 6" SS @ 6.22% PRIVATE 14 LF 6" SS @ 13.03% START TRENCH DRAIN N: 178129.78 E: 1299973.03 TOP OF GRATE = 35.13 3 START TRENCH DRAIN N: 178078.13 E: 1300062.13 3 TOP OF GRATE = 38.20 END TRENCH DRAIN 8" BOTTOM OUTLET N: 178107.13 E: 1300082.61 TOP OF GRATE = 38.20 IE (E) = 36.20 (8" SD OUT) 157.52-DEG BEND N: 178097.17 E: 1300079.12 TOP OF GRATE = 38.20 45° BEND N: 178078.89 E: 1300175.37 IE (S) = 32.50 (8" SS IN) IE (NW) = 32.50 (8" SS OUT) 10 10 16 6" SEWER CLEANOUT N: 178112.19 E: 1300102.40 RIM = 37.92 IE (W) = 30.84 (6" SS OUT) 14 14 RIM = 35.34 IE (S) = 28.47 (6" SS OUT) 6" SEWER CLEANOUT N: 178143.31 E: 1299961.99 6" SEWER CLEANOUT N: 178131.20 E: 1299951.48 14 RIM = 35.45 IE (SE) = 28.90 (6" SS OUT) 6" SEWER CLEANOUT N: 178090.96 E: 1299950.57 RIM = 35.29 IE (SE) = 28.80 (6" SS OUT) PR I V A T E 3 5 L F 6 " S S @ 2 . 4 9 % PR I V A T E 1 8 L F 6 " S S @ 2 . 4 9 % PR I V A T E 3 1 L F 6 " S S @ 2 . 4 9 % 14 6" SEWER CLEANOUT N: 178062.84 E: 1299960.13 RIM = 34.91 IE (S) = 26.48 (6" SS OUT) 14 IE (SE) = 32.50 STORM DRAIN CAP N: 178183.56 E: 1299993.97 DOMESTIC SERVICE LATERAL PLUG N: 178143.58 E: 1299949.99 16 6" STORM CLEANOUT N: 178126.46 E: 1300151.31 RIM = 36.87 IE (SW) = 34.70 (6" SD OUT) 2 CONNECT TO MAIN IE = 16.07 @ MAIN N: 178022.35 E: 1299959.20 15 6" SEWER CLEANOUT N: 178063.51 E: 1300181.29 RIM = 36.62 IE (NW) = 33.30 (6" SS OUT) 1 11 6x6 WYE FITTING N: 178080.52 E: 1299960.54 IE (E) = 26.92 6x6 WYE FITTING N: 178120.74 E: 1299961.47 IE (E) = 28.00 6" STORM CLEANOUT N: 178156.31 E: 1300035.13 IE = 32.68 (6" SD OUT) HP IE = 33.50 7 7 71 L F 6 " C O L L E C T O R @ 1 . 0 0 % 9 14 APPROX. 90 LF OF 1-INCH TYPE K SOFT COPPER TUBING EX 1" METER SETTER IN METER BOX SD #1, CB TYPE 1 N: 178175.67 E: 1300013.99 EX. CB# 1301, TYPE 1 RIM = 34.47 IE (E) = 31.80 (12" EX. RCP SD IN) IE (SW) = 32.13 (8" DI SD IN) IE (W) = 31.80 (12" EX. RCP SD OUT) 53 L F 8 " D I S D @ 0 . 5 0 % 53 L F 8 " D I S D @ 0 . 5 0 % 5 1 4 14 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 N UTILITY PLAN C3.1 MAT C H L I N E A STO R M D R A I N C O N N E C T I O N MAT C H L I N E A STO R M D R A I N C O N N E C T I O N UTILITY LEGEND SEE NOTES ON SHEET C3.0 FOR GENERAL NOTES FOR EACH UTILITY. APPROX LIMITS OF WORK EXISTING TYPE 1 CATCH BASIN EXISTING TYPE 2 CATCH BASIN TYPE 1 CATCH BASIN SANITARY SEWER MANHOLE PIPE FITTING UTILITY CLEANOUT UTILITY CROSSING, SEE CROSSING TABLE SHEET C3.3 STORM DRAINAGE KEY NOTES CATCH BASIN TYPE 1 PER COR STD PLAN 200.00 WITH 18"x24" OLYMPIC FOUNDRY "TWS"LOCKING ADA/ PEDESTRIAN PROOF FRAME AND GRATE OR ENGINEER APPROVED EQUAL. INSTALL STORM CLEANOUT PER COR STD PLAN 226.00. INSTALL TRENCH DRAIN PER DETAIL 1 ON SHEET C3.2 ADJUST EXISTING STORM DRAINAGE STRUCTURE TO FINISHED GRADE CONNECT NEW STORM DRAINAGE PIPE TO EXISTING STORM DRAINAGE STRUCTURE. INSTALL 8X4 WYE FITTING AND COUPLING AS REQUIRED INSTALL 4" UNDER DRAIN LATERAL CONNECTION TO 6" COLLECTOR PIPE PER DETAIL 4 ON SHEET C3.2 INSTALL 12" AREA DRAIN WITH LOCKING ADA/PEDESTRIAN PROOF FRAME AND GRATE PER DETAIL 6 ON SHEET C3.2 INSTALL STORM CLEANOUT PER DETAIL 8 ON SHEET C3.3. I.E. SHOWN IS FOR 8" SD PIPE, NOT TRENCH DRAIN INVERT. CONNECT FROM TRENCH DRAIN BOTTOM OUTLET TO 8" SD PIPE USING TWO 45° ELBOW FITTINGS. INSTALL CONC FRAME COLLAR AROUND FRAME AND GRATE PER DETAIL 5 ON SHEET C3.2 1 2 3 4 5 6 7 8 9 10 11 UTILITY NOTES: 1.ALL STORM PIPE BEDDING AND TRENCH LIMITS SHALL BE INSTALLED PER COR STD PLAN 220.00. 2.ALL SANITARY SEWER PIPE BEDDING PER COR STD PLAN 405.00. 3.ALL STORM DRAINAGE PIPING SHALL BE C900 PVC STORM PIPE, SIZE AS SHOWN ON PLAN. 4.ALL SANITARY SEWER PIPING SHALL BE SDR 35 PVC SEWER PIPE, SIZE AS SHOWN ON PLAN. 5.ALL UNDER DRAIN COLLECTOR PIPES SHALL BE PERFORATED ADS PIPE 9OR APPROVED EQUAL, SIZE AS SHOWN ON PLAN. SEE DETAIL 3 ON SHEET C3.2 FOR UNDER DRAIN COLLECTOR PIPE TRENCH DETAIL. 6.ALL UNDER DRAIN LATERAL PIPING SHALL BE 4" PERFORATED ADS PIPE (OR APPROVED EQUAL). ALL UNDER DRAIN LATERAL PIPES SHALL BE INSTALLED WITH A MINIMUM 1.0% SLOPE FROM HIGH POINT. SEE DETAIL 4 ON SHEET C3.2 FOR UNDER DRAIN LATERAL PIPE TRENCH DETAIL. 7.ALL TRENCH DRAINS TO BE DURA TRENCH DTPF4 TRENCH DRAIN (OR APPROVED EQUAL). TRENCH DRAIN SHALL BE INSTALLED TO ENSURE 6" MIN DEPTH AND 0.5% MIN SLOPE. AREA INLET FLOW DIRECTION ARROW SANITARY SEWER PIPE STORM DRAIN PIPE TRENCH DRAIN UNDER DRAIN COLLECTOR PIPE UNDER DRAIN LATERAL PIPE WATER SERVICE LATERAL SANITARY SEWER KEY NOTES INSTALL SANITARY SEWER MANHOLE PER COR STD PLAN 400.10. INSTALL MANHOLE FRAME AND COVER PER COR STD PLAN 401.20. MANHOLE LID SHALL BE NON-SLIP OR NON-SKID LID PER ADA REQUIREMENTS. CONNECT 8" SEWER LATERAL TO MAIN PER DETAIL 6 ON SHEET C3.3 INSTALL SEWER CLEANOUT PER COR STD PLAN 403.10. INSTALL 6" SEWER STUB WITH END CAP FOR FUTURE CONNECTION 12 13 14 15 WATER SERVICE KEY NOTES CITY FORCES TO INSTALL 1" DROP IN METER IN EX METER BOX. CONTRACTOR TO INSTALL APPROX. 90 LF OF 1-INCH TYPE K SOFT COPPER TUBING WATER SERVICE LINE BEGINNING FROM TAILPIECE BEHIND EX METER SETTER. CONTRACTOR TO INSTALL A 1-INCH COMPRESSION COUPLING AND PLUG AT THE END OF THE SERVICE LINE. 16 ## 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 R-434514W-434502S-434502 WW P - 2 7 - 4 3 4 5 WT R - 2 7 - 4 3 4 5 4/15/2025 SCALE: TRENCH DRAIN NTS 1 C3.1 COMPACT SUBGRADE TO 95% OF MAX DRY DENSITY, TYP. #4 REBAR @ 18" O.C. (4) #4 REBAR CONT. TRENCH DRAIN OUTLET, CONNECT AS SHOWN ON PLANS, TYP. PREFABRICATED 4" INTERNAL WIDTH TRENCH DRAIN CHANNEL UNITS (ERIC'SONS DURA TRENCH DTPF4-HDBP08ZSA OR APPROVED EQUAL) SLOPED TO DRAIN AT 0.5% MIN. SLOPE. SEE PLAN FOR TOTAL LENGTH. ADA COMPLIANT LOCKING DRAIN TRENCH GRATE (ERIC'SONS 05W24DI DUCTILE IRON WAVE GRATE OR APPROVED EQUAL). GRATE RIM = PER PLAN CONC FOR DRAIN TRENCH FC = 4000 PSI ADJACENT SURFACE, MATERIAL AND SLOPE PER PLANS. ADJACENT SURFACE, MATERIAL AND SLOPE PER PLANS. VA R I E S - S E E P L A N S 18" 4" 1%SLOPE 1%SLOPE NOTES: 1.INSTALL JOINTS AT 12' MAX. O.C. AND AT CORNERS. WHEN ADJACENT TO CONC SLAB, JOINTS IN TRENCH DRAIN SHALL ALIGN WITH JOINTS IN ADJACENT SLAB. 6" M I N . IN V E R T 3 8" JOINT FILLER WHEN ADJACENT TO CONC SLAB, TYP. SCALE: SEWER LATERAL CORE TAP CONNECTION TO MAIN NTS 6 C3.1 95% COMPACTED SUBGRADE 2% SLOPE TO UNDERDAIN COMPACT SUBGRADE TO 95% OF MAX DRY DENSITY, TYP. GRAVEL BACKFILL FOR DRAINS SAFETY SURFACE SECTION, SEE URBAN DESIGN SEEDED LAWN SECTION, SEE LANDSCAPE VA R I E S , 2 2 " M I N . IMPERMEABLE LINER UNDER PLAY AREA 6" PERFORATED HDPE UNDER DARIN COLLECTOR PIPE, SEE PLAN INVERT ELEVATIONS. CENTER PIPE IN TRENCH. 18", TYP. VA R I E S 2" M I N . CL TRENCH AT SEEDED LAWN SCALE: UNDER DRAIN COLLECTOR PIPE TRENCH NTS 2 C3.1 95% COMPACTED SUBGRADE 2% SLOPE TO UNDERDAIN GRAVEL BACKFILL FOR DRAINS SAFETY SURFACE SECTION, SEE URBAN DESIGN VA R I E S , 2 0 " M I N . 4" PERFORATED HDPE UNDER DRAIN LATERAL PIPE, SEE PLAN INVERT ELEVATIONS. CENTER PIPE IN TRENCH. CAP ALL ENDS. 12" MIN. VA R I E S 2" M I N . CL TRENCH AT SEEDED LAWN SCALE: UNDER DRAIN LATERAL PIPE TRENCH NTS 3 C3.1 COMPACT SUBGRADE TO 95% OF MAX DRY DENSITY, TYP. SEEDED LAWN SECTION, SEE LANDSCAPE SAFETY SURFACE SECTION, SEE URBAN DESIGN SEEDED LAWN SECTION, SEE LANDSCAPE VA R I E S 45° SNAP WYE WITH REDUCING COUPLING AS REQUIRED ON COLLECTOR PIPE (NO SADDLE TEES) 10' VA R I E S 2" M I N . SCALE: UNDER DRAIN LATERAL TO COLLECTOR CONNECTION NTS 4 C3.1 CL CONNECTION AT SEEDED LAWNCONNECTION AT PLAY AREA 4" PERFORATED LATERAL PIPE SEE PLAN FOR I.E. GRAVEL BACKFILL FOR DRAINS, TYP/ GEOTEXTILE FOR UNDERDRAINS 10' VA R I E S 2" M I N . 4" PERFORATED LATERAL PIPE SEE PLAN FOR I.E. GRAVEL BACKFILL FOR DRAINS IMPERMEABLE LINER UNDER PLAY AREA, TYP. COMPACT SUBGRADE TO 95% OF MAX DRY DENSITY, TYP. SD #3, TYPE 1 CB W/ 18" X 24" "TWS" LOCKING ADA/PEDESTRIAN PROOF FRAME & GRATE OR APPROVED EQUAL 6" 5" R 1" CONC VERTICAL CURB, FLUSH WITH ADJACENT CONC PAVING, TYP. PLAY AREA CONC WALL 3 8" JOINT FILLER CONC PAVING, SEE GRADING PLANS PLAY AREA SAFETY SURFACE SAFETY SURFACE, SLOPE PER GRADING PLANS 1.5%SLOPE CONC PAVING, SEE GRADING PLANS 1.5% COMPACTED SUBGRADE, TYP. TYPE 1 CB 3 8" JOINT FILLER 1 2" R1 2" R SD #3, TYPE 1 CB W/ 18" X 24" "TWS" LOCKING ADA/PEDESTRIAN PROOF FRAME & GRATE OR APPROVED EQUAL 8" 6"8" SLOPE CONC FOR FRAME COLLAR FC = 4000 PSI EDGE OF CONC FRAME COLLAR FLUSH WITH EDGE OF CB WHEN ADJACENT TO SAFETY SURFACE CONC FRAME COLLAR SCALE: CONC FRAME COLLAR FOR SD #3 NTS 5 C3.1 PLAN SECTION TRENCH AT PLAY AREA TRENCH AT PLAY AREA NOTES: 1.SLOPE CLOSEST 10' OF 4" PERF. PIP TO MAKE CONNECTION TO COLLECTOR. 2.BACKFILL TRENCH AS SHOWN IN DETAILS 2 AND 3 (THIS SHEET) NOTES: 1.FG OF SAFETY SURFACE BY OTHERS TO BE FLUSH WITH TOP OF CONC FRAME COLLAR AND ADJACENT CONC VERTICAL CURB. CL SPRINGLINE DEPTH VARIES EX. 24" SANITARY SEWER NEW CORE TAP CONNECTION FOR 6" LATERAL 4 5 ° M A X . 3 0 ° M I N . NOTES: 1.TEE PRODUCT SHALL BE INSERTA TEE®, JOINTS TAP-N-TEE® OR APPROVED EQUAL. 2.SIZE TEE(S) PER THE MANUFACTURER'S RECOMMENDED SIZING FOR THE SPECIFIC HOST PIPE SIZE, MATERIAL, WALL TYPE AND THICKNESS AND FOR THE LATERAL PIPE SIZE AND MATERIAL. 3.CORE THE EXACT HOLE DIAMETER PER THE MANUFACTURER'S RECOMMENDATIONS. 4.CITY INSPECTOR MUST BE PRESENT TO SEE AND CONFIRM THAT THE COUPON IS REMOVED AND THE TEE CONNECTION IS INSTALLED CORRECTLY. 5.INSTALL TEE PER THE MANUFACTURER'S RECOMMENDATIONS, INCLUDING ANY LUBRICATION. DO NOT OVER INSERT. LOOSE CONNECTIONS OR LATERAL PIPE PROTRUDING INTO THE HOST PIPE BY MORE THAN ½-INCH WILL BE REJECTED. 6.INSTALL CONNECTIONS PERPENDICULAR TO THE HOST PIPE. 7.A MINIMUM OF ONE FOOT BETWEEN THE OUTSIDE EDGE OF A TAP HOLE AND THE BELL END OF ANY PIPE JOINT IS REQUIRED. 8.A MINIMUM OF THREE FEET BETWEEN THE TAP AND THE OUTSIDE OF ANY MANHOLE IS REQUIRED. GEOTEXTILE FOR UNDERDRAINS GEOTEXTILE FOR UNDERDRAINS IMPERMEABLE LINER UNDER PLAY AREA 15 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 N UTILITY DETAILS (1 OF 2) C3.2 R-434515W-434503S-434503 WW P - 2 7 - 4 3 4 5 WT R - 2 7 - 4 3 4 5 4/15/2025 ELEV 10 ELEV 15 ELEV 20 ELEV 25 ELEV 30 ELEV 35 ELEV 40 ELEV 10 ELEV 15 ELEV 20 ELEV 25 ELEV 30 ELEV 35 ELEV 40 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+501+51 34 . 4 6 34 . 8 3 34 . 9 3 34 . 9 4 34 . 9 8 35 . 0 2 35 . 0 5 35 . 1 4 35 . 2 2 35 . 2 3 35 . 2 0 35 . 1 5 35 . 1 5 PRIVATE 9 LF 6" SS @ 105.02% PRIVATE 28 LF 6" SS @ 2.07% SS M H # 1 , T Y P E 1 - 4 8 " RI M = 3 5 . 2 1 IE 6 " S S I N ( E ) = 2 7 . 9 0 IE 6 " S S I N ( N ) = 2 7 . 9 0 IE 6 " S S O U T ( S ) = 2 7 . 8 0 EX 24" SS IE=15.07 45 ° V E R T I C A L B E N D IE ( N ) = 2 5 . 7 0 ( 6 " S S I N ) IE ( S ) = 2 5 . 7 0 ( 6 " S S I N ) 6x 6 W Y E F I T T I N G IE ( E ) = 2 8 . 0 0 ( 6 " S S I N ) 6x 6 W Y E F I T T I N G IE ( E ) = 2 6 . 9 2 ( 6 " S S I N ) 6" C L E A N O U T RI M = 3 5 . 3 4 IE = 2 8 . 4 7 6" C L E A N O U T RI M = 3 4 . 9 1 IE = 2 6 . 4 8 EX GRADE FINISH GRADE PRIVATE 31 LF 6" SS @ 2.49%PRIVATE 18 LF 6" SS @ 2.49% PRIVATE 35 LF 6" SS @ 2.49% EX 12" W IE=±29.50 EX 12" SD IE=±28.33 EX P IE=UNKOWN ELEV 20 ELEV 25 ELEV 30 ELEV 35 ELEV 40 ELEV 45 ELEV 50 ELEV 20 ELEV 25 ELEV 30 ELEV 35 ELEV 40 ELEV 45 ELEV 50 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 2+60 2+68 35 . 1 2 35 . 1 0 35 . 1 3 35 . 1 1 35 . 1 9 35 . 2 9 35 . 3 7 35 . 4 3 35 . 5 3 35 . 6 2 35 . 7 3 35 . 8 4 35 . 9 2 36 . 0 1 36 . 1 5 37 . 6 6 38 . 4 5 39 . 0 2 38 . 6 0 38 . 6 4 38 . 2 9 38 . 1 7 37 . 6 4 36 . 9 8 36 . 7 6 36 . 6 9 36 . 6 2 36 . 5 0 SS M H # 1 , T Y P E 1 - 4 8 " RI M = 3 5 . 2 1 IE 6 " S S I N ( E ) = 2 7 . 9 0 IE 6 " S S I N ( N ) = 2 7 . 9 0 IE 6 " S S O U T ( S ) = 2 7 . 8 0 PRIVATE 139 LF 6" SS @ 2.08% PRIVATE 82 LF 6" SS @ 2.07%PRIVATE 16 LF 6" SS @ 3.03% 6" SD IE=34.07 6x 6 W Y E F I T T I N G IE ( E ) = 2 6 . 9 2 ( 6 " S S I N ) 45 ° B E N D IE ( S ) = 3 2 . 5 0 ( 6 " S S I N ) IE ( N W ) = 3 2 . 5 0 ( 6 " S S O U T ) 6" C L E A N O U T RI M = 3 6 . 6 2 IE = 3 3 . 0 0 FINISH GRADE EX GRADE ELEV 20 ELEV 25 ELEV 30 ELEV 35 ELEV 40 ELEV 45 ELEV 50 ELEV 20 ELEV 25 ELEV 30 ELEV 35 ELEV 40 ELEV 45 ELEV 50 0+00 0+10 0+20 0+30 0+40 0+49 34 . 9 5 34 . 9 6 35 . 1 4 34 . 5 7 13 LF 8" SD @ 7.25% EX . S D # 5 0 6 8 8 4 RI M = 3 4 . 5 1 IE ( N ) = 3 1 . 0 6 ( 8 " S D I N ) IE ( S ) = 3 0 . 7 3 ( 1 2 " E X . H D P E O U T ) SD # 2 RI M = 3 5 . 0 8 IE ( W ) = 3 2 . 0 0 ( 8 " S D I N ) IE ( S ) = 3 2 . 0 0 ( 8 " S D O U T ) EX GRADEFINISH GRADE ELEV 20 ELEV 25 ELEV 30 ELEV 35 ELEV 40 ELEV 45 ELEV 50 ELEV 20 ELEV 25 ELEV 30 ELEV 35 ELEV 40 ELEV 45 ELEV 50 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+68 38 . 5 5 37 . 9 9 36 . 8 9 36 . 2 0 35 . 8 7 35 . 3 6 EX . S D # 5 0 6 8 7 8 RI M = 3 5 . 4 7 IE ( S ) = 3 2 . 7 2 ( 1 2 " E X . H D P E I N ) IE ( N ) = 3 2 . 5 2 ( 8 " S D I N ) IE ( W ) = 3 2 . 1 9 ( 1 2 " E X . H D P E O U T ) SD # 3 RI M = 3 6 . 1 4 IE ( N W ) = 3 3 . 5 3 ( 8 " S D I N ) IE ( N E ) = 3 3 . 7 0 ( 6 " S D I N ) IE ( S ) = 3 3 . 5 3 ( 8 " S D O U T ) 37 LF 8" SD @ 2.72% EX GRADE FINISH GRADE EX P IE=UNKOWN ELEV 10 ELEV 15 ELEV 20 ELEV 25 ELEV 30 ELEV 35 ELEV 40 ELEV 10 ELEV 15 ELEV 20 ELEV 25 ELEV 30 ELEV 35 ELEV 40 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+86 35 . 1 8 35 . 2 4 35 . 2 9 34 . 6 6 34 . 4 3 34 . 4 2 34 . 3 3 34 . 1 4 34 . 5 8 34 . 8 7 53 LF 8" DI SD @ 0.50% SD # 1 RI M = 3 4 . 9 6 IE ( W ) = 3 2 . 4 0 ( 8 " S D I N ) IE ( S E ) = 3 2 . 4 0 ( 6 " P E R F . H D P E CO L L E C T O R P I P E I N ) IE ( N E ) = 3 2 . 4 0 ( 8 " D I S D O U T ) EX . C B # 1 3 0 1 RI M = 3 4 . 4 7 IE ( E ) = 3 1 . 8 0 ( 1 2 " E X . R C P S D I N ) IE ( S W ) = 3 2 . 1 3 ( 8 " D I S D I N ) IE ( W ) = 3 1 . 8 0 ( 1 2 " E X . R C P S D O U T ) EX 51.5" CRPL #2 (SPU OWNED) IE=UNKOWN FINISH GRADE EX GRADE EX 66" CRPL #1 (SPW OWNED) IE=UNKOWN EX 51.5" CRPL #2 (SPU OWNED) IE=UNKOWN FINISH GRADE EX GRADE EX 66" CRPL #1 (SPW OWNED) IE=UNKOWN COMPACT SUBGRADE TO 95% OF MAX DRY DENSITY, TYP. PROVIDE 6" WYE, 45° BEND AND END CAP WHERE SHOWN ON UTILITY PLAN SEEDED LAWN SECTION, SEE LANDSCAPE PLAN 4" COLLECTOR PIPE AS SHOWN ON UTILITY PLAN NOTES: 1.EXTEND CAP TO SUBGRADE AS SHOWN AND LOCATE ON AS-BUILTS. SCALE: 6" LAWN CLEANOUT NTS 8 C3.1 16 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 UTILITY DETAILS (2 OF 2) C3.3 SCALE: UTILITY CROSSING TABLE N.T.S. 7 C3.1 UTILITY CROSSING EX GRADE OR FINISH GRADE UPPER UTILITY UTILITY IE LOWER UTILITY TOP OF PIPE VERTICAL SEPARATION (FT) 1 35.00 EX 12" W 29.50 8" SS 26.47 3.03 2 34.70 EX 12" SD 28.33 8" SS 26.71 1.62 3 34.37 EX P DEPTH UNKNOWN 8" SS 26.87 - 4 35.12 4" TD 34.62 6" SS 28.54 6.08 5 35.18 2" IRR 34.01 6" SS 28.62 5.39 6 35.22 4" PERF PIPE 33.68 6" SS 28.67 5.01 7 35.40 4" PERF PIPE 33.75 6" SS 28.93 4.82 8 35.42 2" IRR 34.25 6" SS 29.06 5.19 9 35.50 6" PERF COLLECTOR 33.36 6" SS 29.07 4.29 10 37.96 1-1/2" IRR 36.84 8" SD 35.67 1.17 11 38.34 1-1/2" IRR 37.22 6" SS 31.15 6.07 12 37.64 1-1/2" IRR 36.52 6" SS 31.45 5.07 13 36.59 4" PERF PIPE 35.03 6" SS 31.78 3.25 14 36.44 6" PERF COLLECTOR 34.04 6" SS 32.15 1.89 15 36.56 4" PERF PIPE 35.00 6" SS 32.51 2.49 16 35.90 8" SD 32.96 EX CONDUIT DEPTH UNKNOWN - 17 35.42 2" IRR 34.25 6" PERF COLLECTOR 33.18 1.07 18 35.03 2" IRR 33.86 6" PERF COLLECTOR 32.98 0.88 19 34.97 8" SD 32.37 CONDUITS 30.47 1.90 20 34.60 8" SD 32.26 EX 51.5" STL (SPU)DEPTH UNKNOWN - 21 34.60 8" SD 32.22 EX 66" STL (SPU)DEPTH UNKNOWN - SCALE: SANITARY SEWER PROFILE - SSMH #1 TO CLEANOUT N.T.S. 13 C3.1 SCALE: SANITARY SEWER PROFILE - TIE-IN TO CLEANOUT N.T.S. 12 C3.1 R-434516W-434504S-434504 WW P - 2 7 - 4 3 4 5 WT R - 2 7 - 4 3 4 5 SCALE: STORM PROFILE - SD #2 TO EX SDCB N.T.S. 11 C3.1 SCALE: STORM PROFILE - SD #3 TO EX SDCB N.T.S. 9 C3.1 SCALE: STORM PROFILE - SD #1 TO EX SDCB N.T.S. 10 C3.1 4/15/2025 LO G A N A V E S S 3RD ST 2" WHITE PAINT STRIPES, TYP. FUTSAL COURT CONC SEAT WALL SINGLE SIDED CONC BENCH 4 FT FENCE AT TOP OF CONC WALL VIEWING AREA CONC WALL PLANTER CONC SEAT WALL CONC STAIRS COURT SURFACING BY OTHERS (COLOR=BLUE, TYP.) CONC SIDEWALK COURT SURFACING BY OTHERS (COLOR=GREEN, TYP.) 39. 0 0 ' 6.0 0 ' 2.00' 4 4 . 0 0 ' 6.0 0 ' 4. 0 0 ' 3 6 . 0 0 ' 4. 0 0 ' 12. 0 0 ' R12.00' R6.00' 1 2 . 0 0 ' COURT SURFACING BY OTHERS (COLOR AS NOTED) 6.75' Ø PLANTER AREA, TYP. COURT CENTERLINE AND CENTER COURT BY OTHERS DRAIN AT LOW POINT, SEE CIVIL. PLAY AREA SAFETY SURFACING & EQUIPMENT TO BE PART OF PHASE 2. POB FOR 2'x2' SCORING GRID. 2 POB FOR PARQUET SCORING PATTERN 7 3 8 FENCE POST FOR CHAIN LINK FENCE ALONG TOP OF CONC WALL 9 CONC WALL1 CONC STAIRS 2CONC STAIRS2 4 PLANTER CONC SEAT WALL4 PLANTER CONC SEAT WALL4 5 PLAY AREA CONC WALL 6 EQ. SPACING ON SCORING BETWEEN JOINTS ON RADIUS, TYP. CONC STAIRS 2 POB FOR PARQUET SCORING PATTERN POB FOR 2'x2' SCORING GRID FOR NORTH WALKWAY CONC SIDEWALK CONC WALKWAY MATCH EX ASPHALT PAVING, TYP. CHAIN LINK FENCE ALONG TOP OF CONC WALL 9 CONC WALL 1 CONC STAIRS 2 DRIVEWAY ENTRANCE10 DRIVEWAY ENTRANCE 10 REMOVABLE BOLLARD & ADDITIONAL ATTACHMENT PLATE, TYP. 13 REMOVABLE BOLLARD, TYP.13 REMOVABLE BOLLARD, TYP.13 VIEWING AREA CONC WALL7 CONTINUE EX CONC 2'x2' GRID SCORING PATTERN FROM LOGAN AVE S CONTINUE EX CONC 2'x2' SCORING GRID PATTERN FROM LOGAN AVE S EXPANSION JOINT TYP.12 SCORE JOINT, TYP.11 LANDSCAPE BOULDER 144 FT FENCE AT TOP OF CONC WALL 8 FUTSAL COURT CONC SEAT WALL3 2.00' 2.00' 0.67' 1.50' 1.20' 2.00' 39. 0 0 ' R 1 0 . 0 0 ' SINGLE SIDED CONC BENCH5 SINGLE SIDED CONC BENCH5 SINGLE SIDED CONC BENCH5 VERTICAL CONC CURB15 CONTINUE EX CONC 2'x2' GRID SCORING PATTERN FROM LOGAN AVE S REMOVABLE BOLLARD ATTACHMENT PLATE, TYP.13 REMOVABLE BOLLARD ATTACHMENT PLATE, TYP.13 REMOVABLE BOLLARD & ADDITIONAL ATTACHMENT PLATE, TYP. 13 REMOVABLE BOLLARD & ADDITIONAL ATTACHMENT PLATE, TYP. 13 REMOVABLE BOLLARD & ADDITIONAL ATTACHMENT PLATE, TYP.13 LANDSCAPE BOULDER14 2.00' LANDSCAPE BOULDER 14 STREET TREE WITH FRAME AND GRATE 16 SKATE DETERRENT, TYP17 SKATE DETERRENT, TYP17 SKATE DETERRENT, TYP17 SKATE DETERRENT, TYP17 SKATE DETERRENT, TYP17 SKATE DETERRENT, TYP 17 17 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 URBAN DESIGN PLAN L1.0 MATCH LINE B SANITARY SEWER CONNECTION MAT C H L I N E A STO R M D R A I N C O N N E C T I O N NOTES 1.SEE SHEET C3.2 AND C3.3 FOR UTILITY DETAILS. 2.SEE SHEET L2.1 AND L2.2 FOR PLANTING AND LANDSCAPING DETAILS. 3.SEE SHEET T1.0 FOR STRIPING AND SIGNAGE PLAN. URBAN DESIGN KEY NOTES FUTSAL COURT CONC WALL, SEE DETAIL 6 ON SHEET L1.1 CONC STAIRS WITH HANDRAIL, SEE DETAIL 4 ON SHEET L1.2 AND DETAIL 2 ON SHEET L1.3. FUTSAL COURT CONC SEAT WALL, SEE DETAIL 1 SHEET L1.1 PLANTER CONC SEAT WALL AND CONC BENCH, SEE DETAIL 4 SHEET L1.1 SINGLE SIDE SEATING CONC BENCH, SEE DETAIL 5 SHEET L1.1 PLAY AREA CONC CURB WALL, SEE DETAIL 7 ON SHEET L1.1 VIEWING AREA CONC WALL, SEE DETAIL 8 ON SHEET L1.1 4 FT TALL CHAIN LINK FENCE, SEE DETAIL 5 SHEET L1.3 6 FT TALL CHAIN LINK FENCE & NETTING, SEE DETAIL 5 SHEET L1.3 CONC DRIVEWAY ENTRANCE, SEE SHEET C2.2 CONC CONTROL JOINT, SEE DETAIL 7 ON SHEET L1.2 CONC EXPANSION JOINT, SEE DETAIL 7 ON SHEET L1.2 REMOVABLE BOLLARD AND ADDITIONAL ATTACHMENTS, SEE DETAIL 4 SHEET L1.3 RELOCATED LANDSCAPE BOULDER. SEAT BOULDER PER DETAIL 4 ON SHEET L2.1 CONC VERTICAL CURB, SEE DETAIL 1 ON SHEET L1.3 TREE GRATE PER DETAIL 5 ON SHEET L2.1 ALUMINUM 2"x4" SKATE DETERRENT WITH ANCHORS. SKATE DETERRENTS TO BE INSTALLED ON ALL CONC SEAT WALLS AND BENCHES PER MANUFACTURER REQUIREMENTS. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 N MAT C H L I N E A STO R M D R A I N C O N N E C T I O N MATCH LINE B SANITARY SEWER CONNECTION LEGEND SEE NOTES ON SHEET G2.0 UNLESS OTHERWISE NOTED BELOW. PROPERTY LINE APPROX LIMITS OF WORK 6' HIGH TEMPORARY CHAINLINK FENCE AND HIGH VISIBILITY FENCE 6' HIGH TREE PROTECTION FENCE WITH CONCRETE SHOES CONC SCORING, SEE DETAIL 7 ON SHEET L1.2 CONC EXPANSION JOINT, SEE DETAIL 8 ON SHEET L1.2 R-434517 4/15/2025 1 L1.2 A L1.1 CONC VIEWING PLATFORM FINISH GRADE (8) NO. 4 REBAR COMPACTED SUBGRADE FUTSAL COURT, FINISHED GRADE 4'-3" 1'-6" 2'-2" 1 2" RADIUS, BOTH SIDES 1' NO. 4 VERT REBAR AT 12" O.C., 3" CLEAR ALL SIDES 9 1 4" 6" 3 8" PREMOLDED JOINT FILLER (4) NO. 4 REBAR AT 12" O.C., 3" CLEAR ALL SIDES (2) NO. 3 REBAR AT 24" O.C. 6" DEPTH CSBC NO. 4 REBAR TIES AT 12" O.C.8" TOP OF SEAT WALL ELEV = 37.40 TOP OF CURB ELEV = 38.40 FG ELEV = 35.90 BLACK VINYL COATED CHAIN LINK FENCE, SEE PROFILE A ON SHEET L1.2 FOR FENCE HEIGHTS 3" CLEAR 1'-6" 4' 6" FENCE POST LOCATION PER PLAN (MAX. 6' O.C.). 3" Ø 16GA GALV STEEL SLEEVE, TYP. 1'-6" 1 2" RADIUS 7 L1.2 4 L2.2 A L1.1 CONC BENCH 1'-6 3 4" 6" 6" VARIES, MIN 1'-6" VARIES, MIN 1'-6" COMPACTED SUBGRADE CONC SIDEWALK CONC SEAT WALL 2'-0" TREE PLANTER AREA COMPACTED SUBGRADE 9 1 4" 6" 1 2" RADIUS, BOTH SIDES 6" 3 8" PREMOLDED JOINT FILLER 3 8" PREMOLDED JOINT FILLER (8) NO. 4 REBAR (2) NO. 3 REBAR AT 24" O.C. 6" DEPTH CSBC (2) NO. 3 REBAR AT 24" O.C. (6) NO. 4 REBAR (4) NO. 4 REBAR AT 11" O.C., 3" CLEAR ALL SIDES NO. 4 VERT REBAR AT 18" O.C., 3" CLEAR ALL SIDES NO. 4 REBAR TIES AT 12" O.C. NO. 4 REBAR TIES AT 12" O.C. CONC VIEWING PLATFORM 1'-6" 3" CLEAR 3'-6" 2'-6" 1'-6" 6" 3" CLEAR 9 1 4" 6" DEPTH CSBC 1 2" RADIUS 1 2" RADIUS 51 4" 1 1 2" VARIES FINISHED GRADE TOP CONC SEAT WALL/BENCH 1" KELVIX STRIP LIGHT WITH 45° MOUNTING CLIP, ATTACH EVERY 6" WITH CONCRETE ADHESIVE - SEE SPECIFICATIONS CONC SURFACE PER PLAN CONC BENCH 1'-7" 1'-6"MULCH SURFACING IN LANDSCAPE AREA COMPACTED SUBGRADE 6" 9.25" 3 8" PREMOLDED JOINT FILLER NO. 4 REBAR TIES AT 12" O.C. (6) NO. 4 REBAR (2) NO. 3 REBAR AT 24" O.C. 6" DEPTH CSBC VARIES, MIN 6" 6" 3" CLEAR 1'-6" A L1.1 1 2" RADIUS 7 L1.2 1 L1.2 6 L1.2 8" COMPACTED SUBGRADE VARIES SEE GRADING PLAN, MIN. 1'-6"VARIES, SEE GRADING PLAN, MIN. 1'-6" 9 1 4" 6" 3 8" PREMOLDED JOINT FILLER CONC SIDEWALK FUTSAL COURT, FINISHED GRADE BLACK VINYL COATED CHAIN LINK FENCE, SEE PROFILE A ON SHEET L1.2 FOR FENCE HEIGHTS 6" DEPTH CSBC TOP OF WALL ELEV = 37.40 1'-6" MIN. 3" CLEAR 6" 1'-8" FENCE POST FOOTING FENCE POST LOCATION PER PLAN (MAX. 6' O.C.). NOT TO EXCEED 4' 1 2" RADIUS, BOTH SIDES 2 L1.2 7 L1.2 3 8" PREMOLDED JOINT FILLER 8" COMPACTED SUBGRADE 1 2" RADIUS, BOTH SIDES VARIES, SEE GRADING PLAN 9 1 4" 6" PLAY AREA SURFACING FINISHED GRADE 6" DEPTH CSBC CONC SIDEWALK NO. 4 REBAR AT 18" O.C., 3" CLEAR ALL SIDES (4) NO. 4 REBAR AT 12" O.C., 3" CLEAR ALL SIDES 6" 1'-6" MIN 3" CLEAR 6" 1'-8" NO. 4 REBAR AT 18" O.C., 3" CLEAR ALL SIDES NOT TO EXCEED 4' 1 L1.2 CONC VIEWING PLATFORM FINISH GRADE COMPACTED SUBGRADE FUTSAL COURT, FINISHED GRADE 2'-6" 1 2" RADIUS, BOTH SIDES NO. 4 VERT REBAR AT 12" O.C., 3" CLEAR ALL SIDES 9 1 4" 3' 3 8" PREMOLDED JOINT FILLER (7) NO. 4 REBAR AT 12" O.C., 3" CLEAR ALL SIDES 3'-6" 8" TOP OF WALL ELEV = 38.40 FG ELEV = 35.90 6"6" 1'-6" 3" CLEAR 1'-6" FENCE POST (SEE PLAN FOR LOCATIONS, MAX. 6' O.C.). POSTS SET AT CENTERLINE OF WALL 3'-6" BLACK VINYL COATED CHAIN LINK FENCE, SEE DETAIL SHEET L1.2 6" DEPTH CSBC 4' 18 AS SHOWN APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 URBAN DESIGN DETAILS (1 OF 3) L1.1 SCALE: FUTSAL COURT CONC SEAT WALL 1" = 1'-0" 1 C2.0 SCALE: PLANTER SEAT WALL AND CONC BENCH 1" = 1'-0" 4 C2.0 SCALE: STRIP LIGHTING DETAIL 1" = 1'-0" A - SCALE: SINGLE SIDE SEATING CONC BENCH 1" = 1'-0" 5 C2.0 SCALE: FUTSAL COURT CONC WALL WITH FENCE 1" = 1'-0" 6 C2.0 SCALE: PLAY AREA CONC WALL WITH FENCE 1" = 1'-0" 7 C2.0 SCALE: VIEWING AREA CONC WALL 1" = 1'-0" 8 C2.0 R-434518 4/15/2025 FUTSAL COURT SURFACING, BY OTHERS 1 1 2" COMPACTED DEPTH CLASS 3 8" PG 58-22 'G' ASPHALT CONC PAVEMENT 2 1 2" COMPACTED DEPTH CLASS 3 8" PG 58-22 'B' ASPHALT CONC PAVEMENT 6" CSBC COMPACTED SUBGRADE (TO 95% OF MAX DRY DENSITY) 4" CSTC COMPACTED SUBGRADE (TO 95% OF MAX DRY DENSITY) FINAL PLAY AREA SURFACING BY OTHERS 8" FREE DRAINING CSBC COMPACTED TO 95% MAX DRY DENSITY IMPERMEABLE LINER - SEE SPECIFICATIONS 3 8" RADIUS 4" COMPACTED DEPTH 5 8" MINUS CSBC COMPACTED SUBGRADE (TO 95% OF MAX DRY DENSITY) 4" 4" NO. 3 REBAR AT 18" O.C., 2" MIN CLEAR ALL SIDES CONC PAVING TYPICAL CONCRETE SECTION EXPANSION JOINTS 3 8" PREMOLDED JOINT FILLER 3 8" RADIUS 4" SCORING JOINTS 1 4" THICK TOOLED CONTROL JOINT, 2" DEEP WITH 3 8" RADIUS TOOLED EDGES 4" 6" CSTC COMPACTED SUBGRADE (TO 95% OF MAX DRY DENSITY) 6" HMA CL 1 2" PG 64-22 5 - 3 8" PREMOLDED JOINT FILLER, TYP CONC VIEWING PLATFORM 1'-0" TYP 1'-0" TYP 1% TYP VARIES, SEE GRADING SHEETS 6" 10"4" COMPACTED DEPTH 5 8" MINUS CSBC COMPACTED SUITABLE BASE MATERIAL, COMPACT TO 92% STD COMPACTION OR AS APPROVED BY ENGINEER FOR STRUCTURAL FILL (11) NO. 4 AT 12" O.C., 3" CLEAR ALL SIDES NO. 4 AT 12" O.C., 3" CLEAR ALL SIDES, TYP CONC SIDEWALK OR FUTSAL COURT SURFACING, SEE HARDSCAPE PLAN 2'-6" 1'-2", TYP. 1'-6" FLUSH 3" 3 3 4" 3" 3" METAL NOSING WITH ABRASIVE BARS, TERMINATE END OF EACH NOSING 3" FROM THE END OF STEPS, NOSING SHALL BE WITH NO GAPS AND CONTINUOUS RECESSED LUMINAIRE FIXTURES NANOLED; PROVIDE FOR EACH STAIR RISER. SPACE END FIXTURES 24" FROM THE END OF STEPS. EQUALLY SPACE FIXTURES ALONG THE FACE OF EACH RISER; TOP RISER FIXTURES TO ALIGN WITH BOTTOM RISER FIXTURES, TYP REBAR SHOWN BEYOND, ADJUST REINFORCING AROUND LUMINAIRE HOUSING AND BOX WHERE APPLICABLE. REVIEW OF REBAR AND FORMWORK WITH HOUSING REQUIRED PRIOR TO POURING CONC, TYP 35 36 37 38 39 40 35 36 37 38 39 40 0+00 0+10 0+20 0+30 0+40 0+50 0+60 0+70 0+80 0+90 1+00 1+10 1+20 1+30 1+40 1+50 1+60 1+70 1+80 1+90 2+00 2+10 2+20 2+30 2+40 2+50 41 42 43 41 42 43 ST A 0 + 1 5 . 0 0 ST A R T O F W A L L A N D F E N C E TO P O F W A L L = 3 7 . 4 0 ST A 0 + 2 2 . 7 5 TR A N S I T I O N T O 6 ' - 0 " F E N C E TO P O F W A L L = 3 7 . 4 0 ST A 0 + 2 8 . 5 3 FE N C E B E N D W / P O S T TO P O F W A L L = 3 7 . 4 0 ST A 0 + 6 7 . 0 0 ST E P I N W A L L A N D TR A N S I T I O N T O 5 ' - 0 " F E N C E TO P O F W A L L = 3 8 . 4 0 ST A 0 + 7 2 . 8 3 TR A N S I T I O N T O 4 ' - 0 " F E N C E TO P O F W A L L = 3 8 . 4 0 ST A 0 + 7 6 . 9 7 FE N C E B E N D W I T H P O S T TO P O F W A L L = 3 8 . 4 0 TO P O F F E N C E = 4 2 . 4 0 ST A 1 + 0 0 . 2 5 FE N C E B E N D W / P O S T TO P O F W A L L = 3 8 . 4 0 ST A 1 + 0 2 . 7 6 FE N C E B E N D W / P O S T TO P O F W A L L = 3 8 . 4 0 ST A 1 + 1 6 . 4 2 FE N C E B E N D W / P O S T TO P O F W A L L = 3 8 . 4 0 ST A 1 + 2 1 . 0 8 EN D F E N C E TO P O F W A L L = 3 8 . 4 0 ST A 1 + 3 1 . 7 5 BE G I N F E N C E TO P O F W A L L = 3 8 . 4 0 ST A 1 + 3 6 . 4 1 FE N C E B E N D W / P O S T TO P O F W A L L = 3 8 . 4 0 ST A 1 + 5 0 . 0 9 FE N C E B E N D W / P O S T TO P O F W A L L = 3 8 . 4 0 ST A 1 + 5 2 . 5 9 FE N C E B E N D W / P O S T TO P O F W A L L = 3 8 . 4 0 ST A 1 + 7 3 . 7 4 TR A N S I T I O N T O 5 ' - 0 " F E N C E TO P O F W A L L = 3 8 . 4 0 ST A 1 + 8 1 . 7 8 TR A N S I T I O N T O 6 ' - 0 " F E N C E TO P O F W A L L = 3 7 . 4 0 ST A 2 + 2 2 . 7 1 FE N C E B E N D W / P O S T TO P O F W A L L = 3 7 . 4 0 ST A 2 + 2 8 . 4 9 TR A N S I T I O N T O 3 ' - 0 " F E N C E TO P O F W A L L = 3 7 . 4 0 ST A 2 + 3 6 . 2 4 EN D W A L L A N D F E N C E TO P O F W A L L = 3 7 . 4 0 FUTSAL COURT FINISH GRADE, SEE GRADING SHEETSEX GRADE TOP OF CONC WALL TOP OF CHAIN LINK FENCE 4'-0" 5'-0" 6'-0" 1'-6" STAIRWELL 4'-0" 5'-0" 2'-6" 6'-0" 1'-6"FUTSAL COURT SEAT WALL FUTSAL COURT SEAT WALL CONC VIEWING PLATFORM FINISH GRADE 3'-0"3'-0" NOTES: 1.ONLY FENCING AND FENCE POSTS REQUIRING SIGNIFICANT HEIGHT OR DIRECTIONAL CHANGES SHOWN ON PROFILE FOR SIMPLICITY. CONTRACTOR TO INSTALL ALL REMAINING FENCE POSTS AT MAXIMUM 6'-0" O.C. 8" COMPACTED SUBGRADE VARIES SEE GRADING PLAN MIN. 1'-6" VARIES, MIN. 1'-6" 9 1 4" CONC SIDEWALK SEE PLANS FUTSAL COURT, SURFACE, SEE PLANS TOP OF WALL ELEV = 37.40 1' DIA. 1'-6" 1'-6" MIN FENCE POST LOCATION PER PLAN, SEE PROFILE A ON SHEET L1.2 FOR POST DIAMETER. 1 2" RADIUS, BOTH SIDES 19 AS SHOWN APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 URBAN DESIGN DETAILS (2 OF 3) L1.2 SCALE: FUTSAL COURT SURFACING 1" = 1'-0" 1 C1.0 SCALE: PLAY AREA SURFACING 1" = 1'-0" 2 C1.0 SCALE: REINFORCED CONC SURFACING - 4" DEPTH 1" = 1'-0" 7 L1.0 SCALE: ASPHALT SURFACING 1" = 1'-0" 3 C1.0 SCALE: TYPICAL CONC STAIRWELL 1" = 1'-0" 4 C2.0 SCALE: TYPICAL STAIRWELL NOSING DETAIL 1" = 1'-0" 5 - SCALE: FUTSAL COURT WALL AND CHAIN LINK FENCE PROFILE 1" = 10'-0" A L1.0 SCALE: FENCE POST FOOTING 1" = 1'-0" 6 L1.1 R-434519 4/15/2025 1 2" RADIUS INTEGRAL CONC CURB WITH MEDIUM BROOM FINISH ON TOP; BROOM FINISHED DIRECTION TO MATCH ADJACENT CONC PAVING BROOM FINISH DIRECTION 8" 1'-6"FINAL PLAY SURFACING BY OTHERS #4 REBAR AT 18" O.C.; CENTERED IN PAVING CONC PAVING, SEE URBAN DESIGN PLAN (3) #4 HORIZ REBAR CONTINUOUS WITH #4 VERTICAL REBAR AT 18" O.C., TYP; 2" CLR ALL SIDES, TYP 4"6"4" COMPACTED SUBGRADE (TO 95% OF MAX DRY DENSITY) 4" DEPTH CSTC 1'-6" CONC VIEWING PLATFORM 1'-0" 3'-0" 3'-0" 1'-2" 6" MIN 3 - HANDRAIL EMBED MOUNT, TYP TYPICAL STAIRWELL 4 L1.2 4" RADIUS 1" RADIUS 2" RADIUS, TYP 6"3'-0" EQ EQ TOP OF HANDRAIL 1-1/2" O.D., CONTINUOUS HANDRAIL, TYP 8"#4 'U' REBAR AT EA POST, 3" LENGTH, 2" CLR ALL SIDES CORE DRILL HOLE IN CONC STAIRS & PAVEMENT TO RECEIVE HANDRAIL & GROUT HANDRAIL 2" 4" DIA 4" CLR NON-SHRINK GROUT, TYP; MOUND TOP FOR POSITIVE DRAINAGE SECTION VIEW BASE PLATE ATTACHMENT PLATE PLAN VIEW FLUSH ALIGN, TYP NOTES: 1.FINISH OF ALUMINUM TUBE; ANODIZED. 2.FINISH OF STEEL; GALVANIZED. 3.PROVIDE 2 STRIPS OF 2" WIDE BY 12" LONG YELLOW REFLECTIVE TAPE. PLACE ONE STRIP ON THE SIDE FACING THE PARKING LOT/PADLOCK AND ONE STRIP ON THE SIDE FACING THE CONC PEDESTRIAN SIDEWALK. 4.ALL CONNECTIONS REQUIRE 1 4" FILLET WELD, CONTINUOUS ALL SIDES. 2"2"6" 4" 2'-6" COMPACTED SUBGRADE (TO 95% OF MAX DRY DENSITY) #4 HORIZ REBAR, TYP. MIN 3" CLR 4" DEPTH CSTCATTACHMENT PLATES, VERT REBAR, TYP WELDED WIRE MESH (6"x6"x#10), TYP BASE PLATE ON THE ATTACHMENT PLATE REFLECTIVE PLATE, TYP; CENTERED ON BOLLARD SIDE, SEE NOTE 3 1 4"x6"x6" ALUMINUM TUBE HANDLE WITH HINGE 4" 8" 8" 3" 2" 4" 1'-0" 4" 2" 3 8" THICK ALUMINUM PLATE 6" 6"x6" ALUMINUM TUBE WELDED TO ALUMINUM BASE 6" 2" 5 8" WIDE RECTANGULAR OPENING 2-9/16" 7/8" 3-1/8" 7/8" 2-9/16" 3/4" 3/16" 1-13/16" HANDLE WITH HINGE 1 4"x10"10" STEEL PLATE 3 8" DIA. PADLOCK HOLE 3/4" 1" (4) #4 VERT REBAR WELDED 90° TO THE PLATE AT EACH CORNER, 20" LENGTH, TYP 1" 1-1/2" 1" 3" 1" 1-1/2" INSTALL BOLLARD TO PADLOCK FACES PARKING LOT, TYP PARKING LOT 4'-6" SPACING 10", TYP 1'-0" SCORE JOINT CONC SIDEWALK ALIGN, TYP HEIGHT VARIES SEE GRADING PLAN MIN. 1'-6" TOP OF WALL FOOTING TOP OF WALL ELEV = 37.40 1'-6" EMBEDMENT DEPTH IN CONC WALL 1'-6" POLE EMBEDMENT DEPTH BELOW CONC WALL 6'-0" TALL BLACK VINYL COATED CHAIN LINK FENCE 2'-0" INTERMEDIATE RAIL SPACING, TYP 5'-1" SPACING FOR STRAIGHT FENCE SEGMENTS 2'-0" TENSION WIRE SPACING, TYP POST CAP (A) FINISH GRADE TENSION BAR (TYP) TENSION BAR BANDS/CLIPS AT 8" O.C. (TYP) POST CAP (B) TERMINAL OR CORNER POSTS 2-7/8" O.D. SCH 40 STEEL PIPE SELVAGE 1" ABOVE TOP RAIL 1-5/8" O.D. TOP RAIL (TYP) 2" MESH, CHAINLINK FABRIC, 9 GA. (FOR GALVANIZED FENCES) 1-5/8" O.D. INTERMEDIATE RAIL, TYP TENSION WIRE (TYP) 1-5/8" O.D. BOTTOM RAIL, TYP BOTTOM OF BOTTOM RAIL 1" TO 2" ABOVE FINISH GRADE 2-3/8" OD LINE POSTS 6 GA. ALUMINUM WIRE TIES AT 12" O.C. 6 GA. TIES ALONG TOP, INTERMEDIATE, AND BOTTOM RAILS AT 12" O.C. (TYP) PLAN VIEW CAST DOMED CAP SET SCREW (A) TERMINAL POST CAP (B) LINE POST CAP (C) FABRIC SELVAGE (D) FABRIC TIE TOP RAIL "EYE" TOP CAP KNUCKLED TOP & BOTTOM TAIL OF TIE ALWAYS AGAINST POST AND LOCKED UNDER 20 AS SHOWN APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 URBAN DESIGN DETAILS (3 OF 3) L1.3 R-434520 SCALE: VERTICAL CONC CURB FOR PLAYSCAPE AREA 1" = 1'-0" 1 L1.0 SCALE: TYPICAL HANDRAIL FOR CONC STAIRWELL 1" = 1'-0" 2 L1.0 SCALE: HANDRAIL EMBED MOUNT 1" = 1'-0" 1 - SCALE: REMOVABLE BOLLARD 1" = 1'-0" 4 L1.0 SCALE: CHAINLINK FENCE DETAIL 1" = 1'-0" 5 L1.0 4/15/2025 LO G A N A V E S S 3RD ST TRENCH DRAIN, SEE UTILITY PLAN TRENCH DRAIN, SEE UTILITY PLAN SSMH, SEE UTILITY PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN RELOCATED EX BOULDER 3 LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN RELOCATED SERVICE CABINET , SEE ILLUMINATION AND INTERCONNECT PLAN YARD DRAIN, SEE UTILITY PLAN CATCH BASIN, SEE UTILITY PLAN CATCH BASIN, SEE UTILITY PLAN J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN RELOCATED EX BOULDER 1 LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN RELOCATED EX BOULDER 4 SDCB, SEE UTILITY PLAN TRENCH DRAIN, SEE UTILITY PLAN RELOCATED EX BOULDER 2 3 3 3 J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN RELOCATED EX BOULDER 6 3 LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN 1 1 1 1 1 1 1 1 J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN 1 1 1 1 RELOCATED EX BOULDER 53 3 STREET TREE WITH GRATE 2 21 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 N LANDSCAPING PLAN L2.0 LANDSCAPING LEGEND APPROX LIMITS OF WORK TREE PROTECTION FENCING SEEDED LAWN SOIL PREP MULCH SURFACING (3"-4" DEPTH), PLANTING AREA SOIL PREP FLEXIBLE POROUS SURFACE TREATMENT STREET TREE GRATE EXISTING TREE TO REMAIN EXISTING SHRUB TO REMAIN LANDSCAPING KEY NOTES EXISTING TREE TO BE PROTECTED IN PLACE. CONTRACTOR TO COORDINATE WITH CITY ARBORIST TO ENSURE ADJACENT LANDSCAPING IS INSTALLED WITH MINIMAL IMPACTS TO EXISTING TREES AND ROOT ZONES. INSTALL STREET TREE IN SIDEWALK ENSURING A MINIMUM 25-FOOT CLEARANCE RADIUS BETWEEN EACH TREE. INSTALL TREE GRATE PER DETAIL 5 ON SHEET L2.1. RELOCATE EXISTING BOULDER AT APPROXIMATE LOCATION WITHIN LANDSCAPING AREAS PER DETAIL 4 ON SHEET L2.1. CONTRACTOR TO ENSURE BOULDER LOCATION DOES NOT CONFLICT WITH IRRIGATION IMPROVEMENTS AND ALL TREE PLACEMENTS 1 2 3 1 L2.1 LANDSCAPING NOTES: 1.OWNER'S REP MUST INSPECT PLANT MATERIALS PRIOR TO INSTALLATION TO ASSURE THE APPROPRIATE PLANT SCHEDULE AND PLANT CHARACTERISTICS ARE MET. 2.COORDINATE PLANT MATERIAL LOCATIONS WITH IRRIGATION HEAD LOCATIONS TO AVOID ANY CONFLICTS. 3.ALL PLANT MATERIALS SHALL BE ADAPTABLE TO THE SITE CONDITIONS AND SHALL MEET THE MOST RECENT AMERICAN STANDARDS FOR NURSERY STOCK (ANSI Z60.1). TREES ARE LISTED ON THE CITY OF RENTON "APPROVED TREE LIST". 4.MINIMUM TREE REQUIREMENTS: 4.1.ALL TREES SHALL BE LISTED ON THE CITY OF RENTON "APPROVED TREE LIST". 4.2.INTERIOR PEDESTRIAN ACCESS AREAS AND STREET TREES: 2 IN. DIA. MIN. 4.3.STREET TREE SPACING: 25 FT O.C. 5.ALL GRADES MUST FLOW SMOOTHLY INTO ONE ANOTHER WITH NO ABRUPT TRANSITIONS AND PRODUCE POSITIVE DRAINAGE. CONTRACTOR IS RESPONSIBLE FOR ADVERSE DRAINAGE CONDITIONS THAT MAY AFFECT PLANT GROWTH UNLESS THE CONTRACTOR NOTIFIES THE OWNER'S REP IMMEDIATELY INDICATING ANY POSSIBLE PROBLEM. 6.SLOPES SHALL NOT EXCEED 3:1 FOR LAWN AREAS AND 2:1 FOR OTHER PLANTED AREAS. 7.ALL EXISTING LANDSCAPING AREAS AND TREES OUTSIDE OF THE PROJECT LIMITS TO BE MAINTAINED AND PROTECTED IN PLACE THROUGHOUT CONSTRUCTION. 3 L2.2 TREE PLANTING WITHIN CONC AREA 1 L2.2 TREE PLANTING WITHIN WALL PLANTER 4 L2.2 TREE PLANTING WITHIN LANDSCAPING AREA 5 L2.2 PLANTING SCHEDULE SYM QTY SCIENTIFIC / COMMON NAME SIZE / REMARKS 7 Amelanchier laevis / SNOWCLOUD SERVICEBERRY 2" CAL; B&B; FULL & WELL BRANCHED; STRAIGHT, CENTRAL LEADER & SYMMETRICAL BRANCHING HABIT; STREET TREE QUALITY 2 Parrotia persica / "VANESSA" PERSIAN PARRORTIA 2" CAL; B&B; FULL & WELL BRANCHED; STRAIGHT, CENTRAL LEADER & SYMMETRICAL BRANCHING HABIT 2,370 SF SEEDED LAWN SEE PLANTING SPECIFICATIONS 2 L2.1 TREE PLANTING WITHIN CONC AREA TREE PLANTING WITHIN CONC AREA TREE PLANTING WITHIN WALL PLANTER 4 L2.2 TREE PLANTING WITHIN CONC AREA 1 L2.2 TREE PLANTING WITHIN CONC AREA 1 L2.2 1 L2.2 1 L2.2 R-434521 4/15/2025 LANDSCAPE BOULDER, SEE LANDSCAPING PLAN FOR APPROX. LOCATIONS FINISH GRADE PRIOR TO PLACING 3"-4" MULCH 4" CSBC UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY MIN 1/3 BURIED DIA 2/3 EXPOSED DIA NOTES: 1.STORE AND HANDLE THE BOULDER TO PREVENT DETERIORATION OR DAMAGE DUE TO CONTAMINANTS, CORROSION, SCRAPING, CHIPPING, OR OTHER CAUSES. PROTECT BOULDERS FROM DAMAGE FROM CONSTRUCTION MACHINES AND MATERIALS. 2.STAKE LANDSCAPE BOULDER LOCATIONS FOR OWNER'S REP REVIEW AND APPROVAL PRIOR TO INSTALLATION. OWNER'S REP TO REVIEW CRUSHED SURFACING BASE COURSE PRIOR TO BOULDER PLACEMENT. 3.LIFT BOULDERS WITH WIDE-BELT TYPE SLINGS WHERE POSSIBLE TO AVOID SCRAPING, DO NOT USE PINCH OR WRECKING BARS. DO NOT USE WIRE ROPE OR ROPES CONTAINING TAR OR OTHER SUBSTANCE THAT MIGHT CAUSE STAINING OF THE STONE SURFACE. 4.PREVENT STAINING OF THE STONE FROM CAULKING OR PAVING MATERIALS. IMMEDIATELY REMOVE SUCH MATERIALS FROM THE STONE WITHOUT DAMAGE TO THE LATTER. CLEAN STONE SURFACES THAT HAVE BECOME DIRTY AND STAINED PRIOR TO SETTING. CLEAN STONES BY THOROUGHLY SCRUBBING SURFACE WITH FIBER BRUSHES FOLLOWED BY A THOROUGH DRENCHING WITH CLEAR WATER. USE ONLY MILD CLEANING COMPOUNDS THAT CONTAIN NO CAUSTIC OR HARSH FILLER OR ABRASIVES. STEP 1 EXCAVATE EXISTING SOIL TO DEPTH SHOWN BELOW ADJACENT CURB OR PAVING. AVOID UNDERMINING ADJACENT CURB OR PAVING SUBBASE MATERIAL. PROVIDE PERCOLATION TEST PER SPECS PRIOR TO PROCEEDING TO STEP 2. STEP 1 1'-9" UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION STEP 2 6" STEP 3 8" STEP 4 STEP 2 SCARIFY SUBGRADE TO DEPTH SHOWN. INSTALL WATERPROOF LINING ON TOP OF SCARIFIED SUBGRADE. OWNER'S REP SHALL REVIEW AND APPROVE WORK PRIOR TO PROCEEDING TO STEP 3. STEP 5 6" 6" DRAINING MATERIAL SCARIFIED SUBGRADE TOP SOIL GEOTEXTILE FABRICWATERPROOF LINING 1" FINISH GRADE SEED MIX STEP 3 INSTALL PEA GRAVEL, SAND OR, OTHER APPROVED FREE DRAINING MATERIAL IN TWO EQUAL LIFTS. SETTLE/COMPACT PRIOR TO INSTALLING GEOTEXTILE FABRIC. OWNER'S REP SHALL REVIEW AND APPROVE WORK PRIOR TO PROCEEDING TO STEP 4. STEP 4 INSTALL WELL DRAINING TOP SOIL. SETTLE/COMPACT PRIOR TO INSTALLING SEED MIX. INSTALL ADDITIONAL SOIL TO BRING THE SETTLE SOIL LEVEL TO FINISH GRADE. REVIEW FINISH GRADE WITH OWNER'S REP. STEP 5 ADD SEED MIX NOTES: 1.ALL DIMENSIONS INDICATE COMPACTED DEPTHS. LEVEL WITH TOP OF ADJACENT CURB OR PAVING OR EXISTING LANDSCAPING STEP 1 EXCAVATE EXISTING SOIL TO DEPTH SHOWN BELOW ADJACENT CURB OR PAVING. AVOID UNDERMINING ADJACENT CURB OR PAVING SUBBASE MATERIAL. PROVIDE PERCOLATION TEST PER SPECS PRIOR TO PROCEEDING TO STEP 2. STEP 1 1'-9" UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION STEP 2 10" STEP 3 STEP 4 STEP 2 SCARIFY SUBGRADE TO DEPTH SHOWN. OWNER'S REP SHALL REVIEW AND APPROVE WORK PRIOR TO PROCEEDING TO STEP 3. 6" 8" SANDY LOAM SCARIFIED SUBGRADE PLANTING SOIL STEP 3 INSTALL SANDY LOAM AND PLANTING SOIL TO DEPTH SHOWN. SETTLE/COMPACT PRIOR TO INSTALLING PLANTS. INSTALL ADDITIONAL SOIL TO BRING THE SETTLE SOIL LEVEL TO FINISH GRADE. REVIEW FINISH GRADE WITH OWNER'S REP PRIOR TO PLANTING OR PLACING MULCH. STEP 4 INSTALL MULCH DEPTH. INSTALL TOP OF MULCH FLUSH WITH TOP OF ADJACENT CURB OR PAVING. NOTES: 1.ALL DIMENSIONS INDICATE COMPACTED DEPTHS. FINISH GRADE 3" MULCH LEVEL WITH TOP OF ADJACENT CURB OR PAVING OR EXISTING LANDSCAPING STEP 1 EXCAVATE EXISTING SOIL TO DEPTH SHOWN BELOW ADJACENT CURB OR PAVING. AVOID UNDERMINING ADJACENT CURB OR PAVING SUBBASE MATERIAL. PROVIDE PERCOLATION TEST PER SPECS PRIOR TO PROCEEDING TO STEP 2. STEP 1 81 2"UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION STEP 2 STEP 3 STEP 4 STEP 2 SCARIFY SUBGRADE TO DEPTH SHOWN. OWNER'S REP SHALL REVIEW AND APPROVE WORK PRIOR TO PROCEEDING TO STEP 3. 4" SCARIFIED SUBGRADE PLANTING SOIL STEP 3 INSTALL PLANTING SOIL TO DEPTH SHOWN. SETTLE/COMPACT PRIOR TO INSTALLING RESTORATION SEED. REVIEW FINISH GRADE WITH OWNER'S REP PRIOR TO PLACING MULCH. STEP 4 INSTALL MULCH DEPTH. INSTALL TOP OF MULCH FLUSH WITH TOP OF ADJACENT CURB OR PAVING. NOTES: 1.ALL DIMENSIONS INDICATE COMPACTED DEPTHS. FINISH GRADELEVEL WITH TOP OF ADJACENT CURB OR PAVING OR EXISTING LANDSCAPING 3" 51 2" 1'-6" 2'-0" TREE TRUNK OPENING PLAN VIEW TREE FRAME ANCHOR SECTION 3/8" VOID SLOT, TYP. 1/2" WIDE METAL BAR, TYP. 3 PIECE TREE FRAME 4'x8' TREE GRATE 2'x2' SCORED CEMENT CONCRETE SIDEWALK WELDED ANCHOR PER MANUFACTURER'S RECOMMENDATIONS 4'x8' TREE GRATE & FRAME, TYP. 1'-11 15 16"1'-11 15 16"2'-0" 3'-11 7 8" 24" DEPTH ROOT BARRIER; BARRIER TO EXTEND 1" ABOVE FINISHED GRADE OF TOPSOIL 22 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 LANDSCAPING DETAILS (1 OF 2) L2.1 SCALE: RELOCATED LANDSCAPING BOULDER 1" = 1'-0" 4 L2.0 SCALE: SOIL PREPARATION IN LAWN AREA N.T.S 1 L2.0 SCALE: SOIL PREPARATION IN PLANTING AREAS N.T.S 2 L2.0 SCALE: SOIL RESTORATION IN PLANTING AREAS N.T.S 3 L2.0 SCALE: TREE GRATE N.T.S 5 L2.0 R-434522 4/15/2025 PROVIDE CLEAN EDGE AT LIMIT OF FPST, TYP TREE TRUNK FLARE FINISH GRADE NOTES: 1.REMOVE 1 1 2" DEPTH OF PLANTING SOIL TO PROVIDE CONTACT BETWEEN 1 1 2" DEPTH OF FLEXI-PAVE AND ADJACENT CONCRETE. 2.CITY ARBORIST TO BE ON SITE TO ESTABLISH AND CONFIRM SUBGRADE FOR FPST AND CONFIRM EXTENT OF FPST AT TREE TRUNK FLARE. 3.SEE SPECIAL PROVISIONS FOR MATERIALS AND CONSTRUCTION REQUIREMENTS. 3", TYP GRADE TRANSITION AS NEEDED SEE NOTE 2 1 1 2" DEPTH FPST SEE NOTE 1 1'-0" MIN 24" DEPTH ROOT BARRIER; BARRIER TO EXTEND 1" ABOVE FINISHED GRADE OF TOPSOIL TREE TRUNK ROOTBALL FLEXIBLE POROUS SURFACE TREATMENT TREE RING WITH MIN 1' OFFSET FROM TREE TRUNK TREE STAKE 1 2" - 1" WIDE WEBBED FABRIC TAPE (ARBOR TIE OR APPROVED EQUAL), SECURE TO TREE STAKE WITH #2 PENNY COMMON NAIL (ONE PER STAKE) LOOP DIAMETER SHALL BE 6"-8" GREATER THAN TREE TRUNK DIAMETER, SECURE LOOP WITH OVERHAND SLIPKNOT, PULLED AGAINST A SECOND OVERHAND KNOT, TIED ON THE WEBBED FABRIC TAPE 3'-0" STAKE HEIGHT MIN. 5'-0" 1'-0" MIN (2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFERED TOP AND 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALL TREE TRUNK WEBBED FABRIC TAPE FLEXIBLE POROUS SURFACE TREATMENT (FPST) FINISH GRADE PRIOR TO PLACING FLEXIBLE POROUS SURFACE TREATMENT EXCAVATED MIN 6 SQ FOOT PLANTING PIT APPROX. THREE TIMES DIA OF ROOTBALL BACKFILL W/ PLANTING SOIL; FILL 1 2 OF PLANTING PIT AND THOROUGHLY WATER SETTLE; PROVIDE ADDITIONAL PLANTING SOIL AS NEEDED TO BRING BACKFILL TO FINISH GRADE AFTER SETTLING 1:1 MAX SLOPE ON SIDES OF PLANTING HOLE, SCARIFY SIDES AND BOTTOM OF PLANTING HOLE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL. COMPLETELY REMOVE NURSERY FABRIC GROW BAGS; CUT BURLAP FROM TOP 1 3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT; REMOVE ITEMS AFTER PLACING TREE IN PLANTING PIT 3'-0" MIN 1'-0" MIN 3 - BACKFILL W/ PLANTING SOIL; FILL 1 2 OF PLANTING PIT AND THOROUGHLY WATER SETTLE; PROVIDE ADDITIONAL PLANTING SOIL AS NEEDED TO BRING BACKFILL TO FINISH GRADE AFTER SETTLING CONC BENCH, SEE GRADING PLAN FOR ELEVATIONS 5'-7" 2" CONC SEAT WALL, SEE GRADING PLAN FOR ELEVATIONS UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION 3" MULCH DEPTH, KEEP MULCH 2" AWAY FROM TREE TRUNK 3'-0" STAKE HEIGHT MIN. 5'-0" 4'-7" (2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFERED TOP AND 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALL WEBBED FABRIC TAPE CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL. COMPLETELY REMOVE NURSERY FABRIC GROW BAGS; CUT BURLAP FROM TOP 1 3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT; REMOVE ITEMS AFTER PLACING TREE IN PLANTING PIT TREE TRUNK 3'-0" MIN 3'-0" STAKE HEIGHT MIN. 5'-0" 2" (2) 2" DIA WOOD DOWELED TREE STAKES WITH CHAMFERED TOP AND 6" CONICAL POINT BOTTOM, KEEP CLEAR OF ROOTBALL TREE TRUNK WEBBED FABRIC TAPE 3" MULCH DEPTH, KEEP MULCH 2" AWAY FROM TREE TRUNK; BARK MULCH TREE RING SHALL BE 7' DIA IN LANDSCAPED AREAS EXCAVATED MIN 6 SQ FOOT PLANTING PIT APPROX. THREE TIMES DIA OF ROOTBALL 1:1 MAX SLOPE ON SIDES OF PLANTING HOLE, SCARIFY SIDES AND BOTTOM OF PLANTING HOLE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY, VERIFY POSITIVE DRAINAGE PRIOR TO CONSTRUCTION CUT AND COMPLETELY REMOVE STRINGS, TWINE, AND/OR WIRE BASKETS FROM ROOTBALL. COMPLETELY REMOVE NURSERY FABRIC GROW BAGS; CUT BURLAP FROM TOP 1 3 OF ROOTBALL AND REMOVE CUT BURLAP FROM PLANTING PIT; REMOVE ITEMS AFTER PLACING TREE IN PLANTING PIT 3'-0" MIN 1'-0" MIN ROOTBALL TREE TRUNK INSTALL ROOT BARRIER ON ENTIRE PERIMETER OF TREE PLANTER AREA, TIGHT TO EDGE OF PAVEMENT, TYP CONC SIDEWALK6'-9" TREE PLANTING AREA TREE PLANTING WITHIN CONC AREA ROOTBALL CONC CURB AND GUTTER TREE TRUNK INSTALL ROOT BARRIER ON ALL FOUR SIDES OF PLANTER/TREE GRATE AREA, TIGHT TO EDGE OF PAVEMENT, TYP PLANTER/TREE GRATE LIMITS CONC SIDEWALK STREET TREE IN CONC SIDEWALK 2 - SCALE: TREE STAKE OR FABRIC TAPE CONFIGURATION 1" = 1'-0" 2 - SCALE: FLEXIBLE POROUS SURFACE TREATMENT (FPST) 1" = 1" 3 L2.0 23 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 LANDSCAPING DETAILS (2 OF 2) L2.2 SCALE: TREE PLANTING WITHIN CONC AREA 1" = 1'-0" 1 L2.0 SCALE: TREE PLANTING WITHIN WALL PLANTER 1" = 1'-0" 4 L2.0 SCALE: TREE PLANTING WITHIN LANDSCAPING AREA 1" = 1'-0" 5 L2.0 R-434523 SCALE: ROOT BARRIER DETAIL 1" = 1'-0" 6 L2.0 4/15/2025 LO G A N A V E S S 3RD ST TRENCH DRAIN, SEE UTILITY PLAN TRENCH DRAIN, SEE UTILITY PLAN SSMH, SEE UTILITY PLAN YARD DRAIN, SEE UTILITY PLAN CATCH BASIN, SEE UTILITY PLAN CATCH BASIN, SEE UTILITY PLAN SDCB, SEE UTILITY PLAN TRENCH DRAIN, SEE UTILITY PLAN RELOCATED EX BOULDER, SEE LANDSCAPING PLAN RELOCATED EX BOULDER, SEE LANDSCAPING PLAN RELOCATED EX BOULDER, SEE LANDSCAPING PLAN RELOCATED EX BOULDER, SEE LANDSCAPING PLAN TREE PLANTING, SEE LANDSCAPING PLAN 2 3 1 4 5 5 6 TREE PLANTING, SEE LANDSCAPING PLAN 6 6 LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN RELOCATED SERVICE CABINET , SEE ILLUMINATION AND INTERCONNECT PLAN J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN LUMINAIRE AND J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN J-BOX, SEE ILLUMINATION AND INTERCONNECT PLAN TREE PLANTING, SEE LANDSCAPING PLAN TREE PLANTING, SEE LANDSCAPING PLAN TREE PLANTING, SEE LANDSCAPING PLAN TREE PLANTING, SEE LANDSCAPING PLAN TREE PLANTING, SEE LANDSCAPING PLAN TEMPORARY IRRIGATION CONTROLLER, HUNTER-NODE-BT-400 OR APPROVED EQUAL, TO BE PLACED IN J-BOX UNTIL A PERMANENT CONTROLLER IS INSTALLED AT A LATER PHASE 24 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 N IRRIGATION PLAN L3.0 APPROX LIMITS OF WORK TREE PROTECTION FENCE, SEE SHEET D1.0. APPROXIMATE LOCATION OF EX 2" MAIN LINE 2" MAIN LINE (SCH 40 PVC) PIPE SLEEVE (SCH 40 PVC) QUICK COUPLING VALVES: RAINBIRD 44LRC WITH 44K COUPLER KEY SH-1 HPSE SWIVEL & 2049 LID KEY OR APPROVED EQUAL RAINBIRD RWS-MINI ROOT WATERING SYSTEM #RWS-M-B-1401 (0.25 GPM BUBBLER) OR APPROVED EQUAL; SYMBOL INDICATES 4 TOTAL PER TREE UNLESS OTHERWISE NOTED AUTOMATIC CONTROL VALVE WITH BALL VALVE - RAINBIRD PEB SERIES WITH RS-DIAL PRESSURE REGULATOR MODULES OR APPROVED EQUAL IRRIGATION NOTES: 1.EX IRRIGATION IN GATEWAY PARK TO BE PARTIALLY DEMOLISHED, SEE SHEET D1.0 FOR THE DEMO EXTENTS. REMAINING PORTION OF THE EX IRRIGATION SYSTEM TO BE OFFLINE DURING THE DURATION OF CONSTRUCTION. CONTRACTOR WILL BE REQUIRED TO MANUALLY WATER THE REMAINING LANDSCAPING AREAS DURING THE DRY SEASON. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS. 2.EXISTING GATEWAY IRRIGATION SYSTEM INCLUDES AN EXISTING DCVA LOCATED DOWNSTREAM OF EXISTING IRRIGATION METER. EXISTING DCVA WILL REQUIRE TESTING AND CONFIRM RESULTS WITH OWNER PRIOR TO ANY CONSTRUCTION ACTIVITIES. 3.ACTIVATE AND INVENTORY THE WORKING ORDER OF THE EX IRRIGATION SYSTEM WITH THE OWNER'S REP PRIOR TO BEGINNING CONSTRUCTION. THE CONTRACTOR IS RESPONSIBLE FOR RESTORING THE EX IRRIGATION SYSTEM TO REMAIN THAT IS DAMAGED BY CONSTRUCTION ACTIVITIES TO ITS PRECONSTRUCTION CONDITIONS. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS 4.ADJUST ALL IRRIGATION HEADS TO PROVIDE THE SPECIFIED COVERAGE. SET ALL HEADS BACK FROM CURBS, PAVING, AND WALLS. 5.LOCATION OF IRRIGATION MAINLINE LATERALS ARE SCHEMATIC ONLY, AND SHALL OCCUR IN PLANTING AREAS UNLESS SLEEVING IS SHOWN. IF SLEEVES ARE SHOWN THEY ARE TO BE STRAIGHT RUNS TYP. CONTRACTOR TO MAKE MINOR CHANGES AND COORDINATE WITH OWNER'S REP WITH ACTUAL AS-BUILT DIMENSIONS AND CONDITIONS. 6.VALVE BOXES SHALL BE LOCATED IN SHRUB PLANTING AREAS ONLY. LOCATE IN APPROXIMATE LOCATIONS SHOWN ON PLAN. 7.ANTICIPATED AVAILABLE STATIC WATER PRESSURE IS 71 PSI, AS PROVIDED BY CITY OF RENTON. CONTRACTOR TO VERIFY EXACT PRESSURE AT POINT OF CONNECTION PRIOR TO START OF WORK. 8.WHERE IRRIGATION PIPES IS SHOWN ADJACENT OR UNDER EXISTING TREES, MAKE MINOR ROUTE ADJUSTMENTS TO AVOID TRENCHING THROUGH LARGE TREES ROOTS. CITY ARBORIST MUST BE PRESENT FOR ANY TRENCHING THAT OCCURS WITHIN THE TREE PROTECTION AREA. 9.CONNECT ALL NEW CONTROL VALVES USING 2-WIRE CONNECTION AND TORO SB-DAC DECODERS OR APPROVED EQUAL. LABEL ALL VALVES WITH CHRISTY'S ID.STD.Y2 YELLOW TAGS OR APPROVED EQUAL. IRRIGATION LEGEND IRRIGATION KEY NOTES EX 2" IRRIGATION MAIN LINE AND VALVE SYSTEM TO REMAIN. CONTRACTOR TO VERIFY LOCATION OF EX 2" IRRIGATION MAIN PRIOR TO CONSTRUCTING ANY LATERAL CONNECTIONS. CONNECT 2" IRRIGATION LATERAL TO EX 2" MAIN LINE. CONNECT 1-1/2" IRRIGATION LATERAL TO EX 2" MAIN LINE. 4" SLEEVE, 2" IRRIGATION LATERAL PER DETAIL 4 ON SHEET L3.1. 4" SLEEVE, 1-1/2" IRRIGATION LATERAL PER DETAIL 4 ON SHEET L3.1. 2" SLEEVE, 1" IRRIGATION LATERAL PER DETAIL 4 ON SHEET L3.1. 1 2 3 4 5 6 PIPE SIZE LEGEND SYMBOL DESCRIPTION RADIUS PRESSURE GPM + 10% RAINBIRD 3504-PC-SAM OR APPROVED EQUAL 22'-0"35 1.01 RAINBIRD 3504-PC-SAM OR APPROVED EQUAL 30'-0"35 2.86 RAINBIRD 3504-PC-SAM OR APPROVED EQUAL 30'-0"35 2.86 1" IRRIGATION LATERAL 1-1/2" IRRIGATION LATERAL 2" IRRIGATION LATERAL GPM 2" # 5 L3.1 1 L3.1 6 L3.1 CIRCUIT # VALVE SIZE 31.22 2" 1 21.36 2" 2 15.48 1" 3 28.13 1-1/2" 4 22.95 1-1/2" 5 13.11 1" 6 IRRIGATION SCHEDULE WT R - 2 7 - 4 3 4 5 R-434524W-434505 2 L3.1 4/15/2025 POP-UP SPRAY OR ROTOR HEAD, ADJUST TO FINISH GRADE FINISH GRADE PRIOR TO SEEDING OR PLACING MULCH UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY 1" SEEDED LAWN AREAS, 3" MULCH/RESTORATION AREAS SCH 80 PVC NIPPLES SIZE TO MATCH ROTOR HEAD SIZE, TYP, (8" MIN LENGTH, 45-DEG MAX ANGLE FROM HORIZONTAL POSITION) MARLEX STREET ELL OR APPROVED EQUAL SCH 40 PVC TEE OR ELL SCH 40 PVC LATERAL LINE, SEE IRRIGATION PLAN FOR LATERAL SIZING MARLEX STREET ELL OR APPROVED EQUAL MARLEX STREET ELL OR APPROVED EQUAL 3M DIRECT BURIAL SPLICE KIT, TYP 1" SEEDED LAWN AREAS, 3" MULCH/RESTORATION AREAS SB-DAC DECODER FOR 2-WIRE CONNECTION SCH 40 PVC LATERAL LINE 30" LINEAR LENGTH OF COILED WIRE, TYP SCH 40 PVC FEMALE ADAPTER SCH 40 PVC MAIN LINE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY GRAVEL BACKFILL, SEE SPECIFICATIONS, 4" MIN COMPACTED DEPTH 2" MIN 4" MIN, 6" MAX VALVE BOX, SIZE TO PROVIDE MIN 3" CLEAR BETWEEN VALVE & VALVE BOX, ALL SIDES; PROVIDE EXTENSIONS AS REQUIRED FINISH GRADE PRIOR TO SEEDING OR PLACING MULCH AUTOMATIC CONTROL VALVE BALL VALVE SCH 80 PVC ELL SCH 80 PVC NIPPLES SIZE TO MATCH CONTROL VALVE & BALL VALVE INLET SIZE, TYP SUPPORT VALVE BOXES WITH CONTINUOUS BRICKS, TYP GEOTEXTILE FABRIC SCH 40 PVC TEE OR ELL 12" MIN CLEAR 18" MIN 1 4" STAINLESS STEEL "U" BOLT TIGHTEN ON VALVE SNUG TO FIT QUICK COUPLING VALVE HARD SURFACE (PAVEMENT, WALLS, ETC.) 1"x24" DIA SCH 40 GALVANIZED STEEL VERTICAL ANTI-ROTATION PIPE SUPPORT VALVE BOXES WITH FOUR BRICKS, TYP GRAVEL BACKFILL, 6" MIN DEPTH SCH 40 PVC TEE OR ELL SCH 40 PVC MAIN LINE SCH 40 PVC STREET ELL PROVIDE MIN 3" OFFSET BETWEEN STEEL ANTI-ROTATION PIPE AND MAIN LINE 1" DIA, VERTICAL SCH 40 GALVANIZED STEEL PIPE SCH 40 PVC STREET ELL SCH 40 PVC ELL 1" SEEDED LAWN AREAS, 3" MULCH/RESTORATION AREAS FINISH GRADE PRIOR TO SEEDING OR PLACING MULCH 10" ROUND VALVE BOX 1" DIA SCH 80 PVC PIPE AT 18" LENGTH WITH HOLES FOR "U" BOLTS; PROVIDE HOLES IN BOX TO RECEIVE ANTI-ROTATION PIPE STAINLESS STEEP LOCKING NUT & WASHER TYP 1" DIA, VERTICAL SCH 40 GALVANIZED STEEL PIPE 1 4" STAINLESS STEEL "U" BOLT, TYP QUICK COUPLING VALVE 1" DIA, HORIZONTAL SCH 80 PVC PIPE VALVE BOX SIDE, TYP PLAN OF ANTI-ROTATION PIPE PLAN SECTION TREE TRUNK TREE ROOTBALL TREE WELL RISER, TYP POLYETHYLENE PIPE, TYP SCH 40 PVC TEE OR ELL, TYP SCH 40 PVC LATERAL PIPE, TYP TREE ROOTBALL SOCK FOR SANDY SOIL 4" WIDE X 36" LONG RIGID BASKET WEAVE CANISTER, TYP SCH 40 PVC LATERAL PIPE, TYP 1 2" MALE NPT INLET, TYP SCH 40 PVC TEE OR ELL, TYP POLYETHYLENE PIPE, TYP TOP OF TREE WELL RISER FLUSH WITH TOP OF MULCH FINISH GRADE TREE TRUNK NOTES: 1.SLEEVES MUST BE TWICE THE DIA OF THE INSERT PIPE AND MUST EXTEND 6" PAST PAVING ON EACH END. PAVING & BASE COURSE, SEE CIVIL DRAWINGS DETECTABLE MARKING TAPE COMPACTED BACKFILL MATERIAL SCH 40 PVC SLEEVE WITH MAIN LINE AND/OR LATERAL PIPE AND CONTROL WIRES INSIDE SLEEVE MAIN LINE AND/OR LATERAL LINE PIPE UNDISTURBED EX SOIL OR EX SOIL COMPACTED TO 85% MAX DRY DENSITY CONTROL WIRES FOR AUTOMATIC CONTROL VALVES TAPED UNDER PIPE AT 10' O.C. FINISH GRADE PRIOR TO SEEDING OR PLACING MULCH DETECTABLE MARKING TAPE PLANTING SOIL OR LAWN SOIL PVC LATERAL LINE PVC MAIN LINE CONTROL WIRES FOR AUTOMATIC CONTROL VALVES TAPED TOGETHER AT 10'-0" O.C. AND PLACED UNDER PIPE; DO NOT TAPE WIRES TO PIPE COMPACTED BACKFILL MATERIAL 1'-0" 1'-6" LC 2" MIN ALL SIDES OF PIPE, TYP 6" TREE TRUNK TREE ROOTBALL NOTES: 1.INSTALL (2) PER STREET TREE TREE GRATE, TYP. FINISHED GRADE PEA GRAVEL PLASTIC CAP FLOOD BUBBLER WITH 1 2" FEMALE THREADED INLET SHRUB ADAPTER PEA GRAVEL, TYP 4" PERFORATED BLACK PLASTIC PIPE 1 2" NIPPLE BARBED POLYETHYLENE ELBOW 1 2" DIA. POLYETHYLENE FLEX PIPE, LENGTH AS NECESSARY BARBED POLYETHYLENE ELBOW PVC TEE OR ELBOW LATERAL LINE 25 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TE D - 4 0 - 4 3 4 5 IRRIGATION DETAILS L3.1 SCALE: ROTOR HEAD WITH TRIPLE SWING JOINT RISER N.T.S. 7 L3.0 SCALE: AUTOMATIC CONTROL VALVE WITH BALL VALVE N.T.S. 6 L3.0 SCALE: QUICK COUPLING VALVE N.T.S. 5 L3.0 SCALE: ROOT WATERING SYSTEM N.T.S. 1 L3.0 SCALE: PIPE SLEEVE UNDER PAVEMENT N.T.S. 4 L3.0 SCALE: MAIN AND LATERAL PIPE TRENCH N.T.S. 3 L3.0 WT R - 2 7 - 4 3 4 5 R-434525W-434506 SCALE: ROOT WATERING SYSTEM FOR STREET TREE N.T.S. 2 L3.0 4/15/2025 S 3RD ST B1 B2 B3 B4 B5 B6 B7B8 B9 B10 FUT1 FUT2 FUT3 FUT4 PED1 PED2 PED3 PED4 PED5 T1 T2 T3 T4 T5 S3 S1 S4 S5 S2 L1 L2PED6 26 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TR O - 4 1 - 4 3 4 5 N ILLUMINATION AND INTERCONNECT PLAN E1.0 ELECTRICAL NOTES: 1.ALL WORK SHALL BE DONE IN ACCORDANCE WITH CODES AS ADOPTED BY THE CITY OF RENTON, KING COUNTY, AND THE STATE OF WASHINGTON. 2.REFER TO TESC AND DEMOLITION PLAN FOR DEMOLITION, SALVAGE, AND STOCKPILE COORDINATION OF EXISTING LUMINAIRES AND J-BOXES. 3.REFER TO CIVIL SHEETS FOR FINISHED GRADES. 4.J-BOX LOCATIONS AND CONDUIT ROUTING ARE SCHEMATIC, ALIGN ALL JUNCTION BOXES WITH PAVEMENT JOINTS IF FEASIBLE. CONDUIT ROUTING SHALL AVOID CRITICAL ROOT ZONE. IF CONDUIT MUST BE ROUTED WITHIN THE CRITICAL ROOT ZONE, CITY ARBORIST TO BE PRESENT DURING INSTALLATION. CONTRACTOR TO SUBMIT CONDUIT AND J-BOX LAYOUT PLAN TO OWNER'S REP PRIOR TO INSTALLATION. 5.MAINTAIN AND PROTECT ALL EX UNDERGROUND UTILITIES. CONTRACTOR TO LOCATE ALL EX UTILITIES PRIOR TO ANY EXCAVATION. PRIOR TO STARTING CONSTRUCTION, CONTRACTOR SHALL CALL 811 LOCATES FOR UTILITY LOCATIONS. 6.ALL SPARE/EMPTY CONDUIT TO BE PROVIDED WITH NYLON PULL STRINGS. 7.ALL J-BOXES AND CONDUITS ARE SHOWN IN APPROXIMATE LOCATIONS. VERIFY LOCATION OF PROPERTY LINE, EASEMENTS, AND UTILITIES PRIOR TO PLACEMENT. 8.CAP ALL UNUSED CONDUITS. WHERE CONDUITS ARE CAPPED MARK LOCATION WITH AN ELECTRICAL MARKER. 9.FIELD BENDING OF STRAIGHT CONDUIT SECTIONS INTO LONG RADIUS SWEEPS IS PREFERRED. 10.GROUND ALL IN-GROUND J-BOXES, HAND HOLES, AND PULL BOXES PER MOST CURRENT VERSION OF THE NEC. 11.ELECTRICAL DESIGN AND ROUTING WITHIN STAGE AREA TO BE COMPLETED DURING PHASE 2 AND IS NOT INCLUDED AS PART OF THIS CONTRACT. ELECTRICAL LEGEND APPROX LIMITS OF WORK 4-INCH CONDUIT 2-INCH CONDUIT 1-INCH CONDUIT CONCRETE BENCH LIGHTING FUTSAL COURT LUMINAIRE PEDESTRIAN LUMINAIRE J-BOX TYPE 8 J-BOX TYPE 2 STEP LIGHTS BOLLARD RECEPTACLE RECESSED TREE UPLIGHT FIXTURE LANDSCAPING SPOTLIGHT FIXTURE RELOCATED SERVICE CABINET ELECTRICAL CONC PAD FOR WIRE NOTES SEE SHEET E1.1 T-434501 4/15/2025 27 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TR O - 4 1 - 4 3 4 5 N ILLUMINATION DETAILS E1.1 SCALE: ONE LINE DIAGRAM N.T.S. 1 - LUMINAIRE #POLE NORTHING POLE EASTING LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE BASE POLE ID #CIRCUIT #COMMENTS FUT1 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 FUT2 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 FUT3 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 FUT4 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 PED1 EXISTING 40W EXISTING EXISTING EXISTING 5 RELOCATED EXISTING POLE, ARM, AND FIXURE PED2 EXISTING 40W EXISTING EXISTING EXISTING 5 RELOCATED EXISTING POLE, ARM, AND FIXURE PED3 EXISTING 40W EXISTING EXISTING EXISTING 5 RELOCATED EXISTING POLE, ARM, AND FIXURE PED4 EXISTING 40W EXISTING EXISTING EXISTING 5 RELOCATED EXISTING POLE, ARM, AND FIXURE PED5 EXISTING 40W EXISTING EXISTING EXISTING 5 RELOCATED EXISTING POLE, ARM, AND FIXURE PED6 EXISTING 40W EXISTING EXISTING EXISTING 5 RELOCATED EXISTING POLE, ARM, AND FIXURE LUMINAIRE SCHEDULE - FOR POLES ONLY TYPE LOCATION DESCRIPTION MOUNTING DESCRIPTION VOLTAGE WATTAGE LAMP TYPE COLOR / TEMPERATURE FIXTURE FINISH DRIVER/ POWER SUPPLY CONTROLS DESCRIPTION NOTES S#STAIR SEE URBAN DESIGN DETAILS SISTEMALUX NANELED ROUND RECESSED WALL LUMINAIRE S.3354N. POLYCARBONATE BODY WITH STAINLESS STEEL TRIP. OPAL POLYCARBONATE DIFFUSER. CONCRETE WALL BACK BOX CAS3254.120-277V AC 1.25W LED; CRI90 WHITE/4000K STAINLESS STEEL OUTDOOR 75W CONTROL FROM SERVICE CABINET T#TREE SEE URBAN DESIGN DETAILS KIM LIGHTING LIGHTVAULT RGBW LTV81FF, FLAT FRAME, NARROW FLOOD, SLIP-RESISTANT LENS 120-277V AC 30W 24 LED RGBW FLAT FRAME 350 mA BLUETOOTH L#LANDSCAPING SEE URBAN DESIGN DETAILS KIM LIGHTING LIGHTVAULT RGBW LTV81EB, FLAT FRAME, NARROW FLOOD 120-277V AC 16W 12 LED RGBW EYEBALL 350mA BLUETOOTH B#BENCH SEE URBAN DESIGN DETAILS KELVIX RGBW-2, WET RATED 24V DC 7W PER FT LED RGBW BLUETOOTH LUMINAIRE SCHEDULE - OTHER FIXTURES #S1 LOCATION: S 3RD ST SERVING: ILL, REC VOLTS: 120 /240 PHASE:1 MAIN BREAKER: 200 AMPS WIRE: 3 CKT #LOAD DESCRIPTION KVA TRIP AMPS TRIP AMPS KVA LOAD DESCRIPTION CKT # 1 ILLUMINATION (FUT1,2,3,&4)3.84 20 30 2.54 STEP LIGHTS/ BENCH LIGHTS 2 15 0.62 TREE UPLIGHTS/ LANDSCAPE UPLIGHTS 4 5 ILLUMINATION (PED1,2,3,4,5,&6)0.29 20 20 1.50 RECEPTACLE 6 15 0.30 LIGHTING CONTROL 8 9 --- 20 1.50 GFI CABINET RECEPTACLE 10 ---12 13 --- ---14 ---16 REMARKS: LIGHTING CONTROL IS PHOTOCELL MOUNTED ON CABINET FOR CKT #1 & CKT #5.CONNECTED LOAD: 10.59 KVA 88.25 AMPS DEMAND LOAD (125%): 13.24 KVA 110.32 AMPS PANEL SCHEDULE CKT #1: 2-#8 CKT #2: 2-#8 GRND: 1-#8 CKT #2: 2-#8 GRND: 1-#8 CKT #1: 2-#8 GRND: 1-#8 CKT #1: 2-#8 CKT #5: 2-#8 GRND: 1-#8 CKT #2: 2-#8 GRND: 1-#8 CKT #2: 2-#8 GRND: 1-#8 CKT #1: 2-#8 CKT #5: 2-#8 GRND: 1-#8 CKT #1: 2-#8 CKT #5: 2-#8 GRND: 1-#8 CKT #5: 2-#8 GRND: 1-#8 CKT #2: 2-#8 GRND: 1-#8 CKT #2: 2-#8 CKT #4: 2-#8 GRND: 1-#8 CKT #4: 2-#8 GRND: 1-#8 CKT #2: 2-#8 GRND: 1-#8 CKT #4: 2-#8 GRND: 1-#8 CKT #5: 2-#8 GRND: 1-#8 CKT #4: 2-#8 GRND: 1-#8 CKT #6: 2-#6 GRND: 1-#6 CKT #4: 2-#8 GRND: 1-#8 SERVICE FEEDER: 3-#3/0 NEED LOCATIONS OF RECEPTACLES RACEWAY/ CONDUIT SIZE CONDUCTORS COMMENTS 2"SPARE 4"SPARE 2"2-#8 FUT ILL, 1-#8 GRND 2"COMMUNICATION SPARE 2"2-#8 STP & BNCH ILL, 1-#8 GRND 2"IRRIGATION WIRING PER MANUFACTURER RECOMMENDATIONS 2"2-#8 FUT ILL, 2-#8 PED ILL, 1-#8 GRND 2"2-#8 PED ILL, 1-#8 GRND 1"2-#8 UP ILL, 1-#8 GRND 2"2-#8 UP ILL, 1-#8 GRND 2"2-#8 UP ILL, 2-#8 STP & BNCH ILL, 1-#8 GRND 1"RECEPTACLE BOLLARD SPARE 4"2-#8 FUT ILL, 2-#8 PED ILL, 2-#8 UP ILL, 2-#8 STP & BNCH ILL, 1-#8 GRND 3"3-#2/0 SERVICE FEEDER WIRE WIRE NOTES CKT #1: 2-#8 CKT #2: 2-#8 CKT #4: 2-#8 CKT #5: 2-#8 GRND: 1-#8 T-434502 4/15/2025 LUMINAIRE #POLE NORTHING POLE EASTING LUMINAIRE TYPE LUMINAIRE ARM MOUNTING HEIGHT POLE BASE POLE ID #CIRCUIT #COMMENTS FUT1 178164.04 1300050.96 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 FUT2 178097.77 1299991.82 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 FUT3 178066.01 1300028.08 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 FUT4 178136.55 1300085.50 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 EVOLVE EALP 03, N4, AF, 70CRI, 4000K, N, D, S1, GRAY, L, 400W KNUCKLE SLIPFITTER 30 FT FIXED 1 PED1 178137.37 1300124.31 EXISTING 40W EXISTING EXISTING EXISTING 5 RELOCATED EXISTING POLE, ARM, AND FIXURE PED2 178124.67 1300170.07 EXISTING 40W EXISTING EXISTING EXISTING 5 RELOCATED EXISTING POLE, ARM, AND FIXURE PED3 178085.68 1300173.35 EXISTING 40W EXISTING EXISTING EXISTING 5 RELOCATED EXISTING POLE, ARM, AND FIXURE PED4 178063.73 1300135.78 EXISTING 40W EXISTING EXISTING EXISTING 5 RELOCATED EXISTING POLE, ARM, AND FIXURE PED5 178089.02 1300108.35 EXISTING 40W EXISTING EXISTING EXISTING 5 RELOCATED EXISTING POLE, ARM, AND FIXURE PED6 178059.85 1300003.31 EXISTING 40W EXISTING EXISTING EXISTING 5 RELOCATED EXISTING POLE, ARM, AND FIXURE 1'-3" 9" FRONT ELEVATION: LID CLOSED SIDE ELEVATION: LID CLOSED FRONT ELEVATION: LID OPEN 4" LOCKABLE FLIP COVER WITH CAPTIVE TAMPER RESISTANT SCREW MACHINED ALUMINUM HOUSING, BLACK WRINKLE FINISH CONC FOOTING, TYP 4" 1 3 4"5 16" 6" 4" 1'-6" 6" 5 16" 4"1 3 4" 3" FLUSH PLAN GFI DUPLEX RECEPTACLE 20 A-NEMA 5/20R OPENING FOR CORD SETS (2) FINISH GRADE, TOP OF PAVING, SEE GRADING PLANS ATTACH HOUSING STEEL PLATE, METAL BASE, AND PVC HOUSING PER MANUFACTURER'S REQUIREMENTS CONC FOOTING, TYP PVC HOUSING WITH (2) PRIMARY SLIP CONNECTORS RECEPTACLE BOLLARD LC LC 3" 4" 3" CONC FOOTING 10" SECTION A A - 9'-0" 3'-0" NO. 4 HOOP TIES AT 12" O.C. WITH (3) HOOPS TOP AT 2" O.C. (12) NO. 6 VERT. EQUALLY SPACED FINISH GRADE, SEE GRADING PLANS FUTSAL POLE BASE PLATE AND ANCHOR BOLTS PER MANUFACTURER REQUIREMENTS VERTICAL REINFORCEMENT PER ELEVATION 36" DIA AUGERCAST CONC FOUNDATION TIES PER ELEVATION 5 1 2" THREAD EXPOSURE 3'-0" EMBEDMENT DEPTH CONDUITS 28 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TR O - 4 1 - 4 3 4 5 ELECTRICAL DETAILS (1 OF 2) E1.2 SCALE: RECEPTACLE BOLLARD N.T.S. 1 E1.0 SCALE: FUSTAL POLE FOUNDATION DETAIL 1" = 1'-0" 2 E1.0 T-434503 4/15/2025 29 HOR: 1"=10' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TR O - 4 1 - 4 3 4 5 ELECTRICAL DETAILS (2 OF 2) E1.3 SCALE: SERVICE CABINET DETAIL N.T.S. 5 E1.0 SCALE: SERVICE CABINET NOTES N.T.S. 6 E1.0 SCALE: STRAIN RELIEF DETAIL N.T.S. 1 E1.0 SCALE: LUMINAIRE ELECTRICAL WIRING SYSTEM N.T.S. 2 E1.0 SCALE: LUMINAIRE CONC PAD/ SIDEWALK AND J-BOX CONC PAD N.T.S. 3 E1.0 SCALE: LUMINAIRE STD DECAL NUMBERING SYSTEM N.T.S. 4 E1.0 SCALE: LIGHT BASE AND J-BOX LOCATION N.T.S. 7 E1.0 SCALE: TRANSPORTATION NOTES N.T.S. 8 E1.0 T-434504 4/15/2025 PAVEMENT MARKING N: 178184.44 E: 1300075.54 PAVEMENT MARKING N: 178187.09 E: 1300067.99 PAVEMENT MARKING N: 178200.53 E: 1300030.32 PAVEMENT MARKING N: 178206.20 E: 1300014.25 S 3RD ST PAVEMENT MARKING N: 178043.69 E: 1300113.13 PAVEMENT MARKING N: 178005.27 E: 1300112.01 PAVEMENT MARKING N: 178043.01 E: 1299975.63 PAVEMENT MARKING N: 178044.01 E: 1299946.56 30 HOR: 1"=5' APRIL 2025 CAG-25-044KPG TS, EC TS, EC, BD JTJ J.T. JOHNSON, G. ESTEP CITY OF RENTON VERTICAL: NAVD 1988 HORIZONTAL: NAD 1983/1991 1-800-424-5555 or 811 UNDERGROUND SERVICE Call 48 Hours Before You Dig NO.BY DATEREVISION COMMENTS APPR BID SET 30 World Cup Legacy Square - Phase 1 Community & Economic Development, Public Works, Parks & Recreation LU A 2 5 - 0 0 0 0 6 5 C2 5 - 0 0 1 2 4 0 PR 2 5 - 0 0 0 0 2 0 TR O - 4 1 - 4 3 4 5 N STRIPING AND SIGNAGE PLAN T1.0 STRIPING AND SIGNAGE LEGEND PROPOSED PAVEMENT MARKING PROPOSED SIGN SIGN SCHEDULE NOTE STRIPING KEY NOTES REPLACE EXISTING STOP BAR WITH 16" WHITE THERMOPLASTIC STOP LINE PER CITY OF RENTON STD PLAN 128.00 REPLACE 4" WHITE THERMOPLASTIC LINE FOR PARKING STALL 4" EDGE LINE AND CROSS HATCH AT 3' O.C. SEE DETAIL XX ON THIS SHEET. WHITE THERMOPLASTIC ACCESS PARKING SPACE SYMBOL WITH BLUE BACKGROUND AND WHITE BORDER PER WSDOT STANDARD PLAN M-24.60-04. 1 2 3 4 SCALE: PARKING LOT STRIPING PLAN 1" = 10'-0" 4 T-434505 N 1 L1.0 SCALE: SOUTH 3RD ST STRIPING PLAN 1" = 10'-0" 2 L1.0 SIGN SCHEDULE SIGN #NORTHING EASTING DESIGNATION SIZE REMARKS S1 178182.58 1300028.24 R7-801, ACCESSIBLE PARKING S2 178177.32 1300043.22 R7-108, 2-HR PARKING 18"x12"EXISTING SIGN TO BE SALVAGED AND REINSTALLED ON NEW POST S3 178051.77 1300023.28 R7-108, 2-HR PARKING 18"x12"EXISTING SIGN TO BE SALVAGED AND REINSTALLED ON NEW POST S4 178051.77 1300023.28 R7-202, NO PARKING 2AM - 4AM TUES & THURS 18"x12"EXISTING SIGN TO BE SALVAGED AND REINSTALLED BELOW S3 ON SAME POST LOADING ZONE 17'-0" PARKING STALL, TYP 8'-0" LOADING ZONE 8'-0" REMOVABLE BOLLARD LOADING ZONE 29'-0" 22'-6", TYP 8'-0", TYP GENERAL NOTES: 1.REMOVE ALL EXISTING CONFLICTING STRIPING VIA SANDBLASTING. 2.ALL PAVEMENT MARKING MATERIAL SHALL CONFORM TO THE LATEST EDITION OF THE "STATE OF WASHINGTON STANDARD SPECIFICATIONS FOR ROAD, BRIDGE, AND MUNICIPAL CONSTRUCTION". 3.FOR STRIPING AND SIGNING DETAILS, SEE CITY OF RENTON STANDARD PLANS UNLESS OTHERWISE NOTED. 4.ALL NEW AND RELOCATED ROADWAY SIGNS TO HAVE NEW POSTS AND POST BASES PER CITY OF RENTON STD PLAN 129.00. 5.ALL NEW PAVEMENT MARKINGS SHALL BE CENTERED WITHIN LINES. 6.MOUNT SIGNS ALONG S 3RD ST SO THAT BOTTOM OF THE SIGN IS 7'-0" ABOVE FINISHED GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO ROADWAY CENTERLINE OR DIRECTION OF PARKING. 7.MOUNT SIGNS FOR PARKING LOT SO THAT BOTTOM OF THE SIGN IS 5'-0" ABOVE FINISHED GRADE. SIGN FACE SHALL BE ORIENTED PERPENDICULAR TO PARKING STALL. 8.PAVEMENT MARKINGS SHALL CONSIST OF PROFILED AND EMBOSSED METHYL METHACRYLATE (MMA). 9.NEW AND RELOCATED SIGNS MUST MEET COR STD DETAIL 129.00, 135.00, AND 136.00. RELOCATED SIGNS THAT DO NOT MEET REQUIREMENTS MUST BE REPLACED. 2 (TYP) 3 3 3 16'-0", TYP 3'-0", TYP SCALE: PARKING CROSS HATCHING DETAIL 1" = 2'-0" 3 - 45° 4" WHITE PAINT WIDTH VARIES, SEE PLAN VIEW CENTER OF PAINT LINE 1 REMOVABLE BOLLARD REMOVABLE BOLLARD 4/15/2025 3